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Home My WebLink About04-06-2022 Operations Committee Meeting Complete Agenda Packet ORANGE COUNTY SANITATION DISTRICT SPECIAL NOTICE REGARDING CORONAVIRUS (COVID-19) AND ATTENDANCE AT PUBLIC MEETINGS Governor Newsom signed Assembly Bill (AB) 361 on September 16, 2021, which, in part, addresses the conduct of public meetings in light of the continued State of Emergency order. Effective October 1, 2021, AB 361 suspends the requirements located in California Government Code, Section 54953, Subdivision (b), Paragraph (3) specifically pertaining to the conduct of public meetings. As such, the Orange County Sanitation District (OC San) Board of Directors has determined that due to the size of OC San’s Board of Directors (25), and the health and safety of the members, the Board of Directors will be participating in meetings of the Board telephonically and via Internet accessibility. PUBLIC PARTICIPATION Your participation is always welcome. OC San offers several ways in which to interact during meetings. You will find information as to these opportunities below. ONLINE MEETING PARTICIPATION You may join the meeting live via Teams on your computer or similar device or web browser by using the link below: Click here to join the meeting We suggest testing joining a Teams meeting on your device prior to the commencement of the meeting. For recommendations, general guidance on using Teams, and instructions on joining a Teams meeting, please click here. Please mute yourself upon entry to the meeting. Please raise your hand if you wish to speak during the public comment section of the meeting. The Clerk of the Board will call upon you by using the name you joined with. Meeting attendees are not provided the ability to make a presentation during the meeting. Please contact the Clerk of the Board at least 48 hours prior to the meeting if you wish to present any items. Additionally, camera feeds may be controlled by the meeting moderator to avoid inappropriate content. OC ~SAN ORANGE COUNTY SANITATION DISTRICT HOW TO PARTICIPATE IN THE MEETING BY TELEPHONE To join the meeting from your phone: Dial (213) 279-1455 When prompted, enter the Phone Conference ID: 885 880 744# All meeting participants may be muted during the meeting to alleviate background noise. If you are muted, please use *6 to unmute. You may also mute yourself on your device. Please raise your hand to speak by use *5, during the public comment section of the meeting. The Clerk of the Board will call upon you by using the last 4 digits of your phone number as identification. NOTE: All attendees will be disconnected from the meeting at the beginning of Closed Session. If you would like to return to the Open Session portion of the meeting, please login or dial-in to the Teams meeting again and wait in the Lobby for admittance. VIEW THE MEETING ONLINE ONLY The meeting will be available for online viewing only at: https://ocsd.legistar.com/Calendar.aspx HOW TO SUBMIT A COMMENT You may provide verbal comment in real time during the meeting. In order to provide a verbal comment, please raise your hand as described above or alert the Clerk of the Board before or during the public comment period. You may also submit your comments and questions in writing for consideration in advance of the meeting by using the eComment feature available online at: https://ocsd.legistar.com/Calendar.aspx or sending them to OCSanClerk@ocsan.gov with the subject line “PUBLIC COMMENT ITEM # (insert the item number relevant to your comment)” or “PUBLIC COMMENT NON-AGENDA ITEM”. You may also submit comments and questions for consideration during the meeting by using the eComment feature available online at: https://ocsd.legistar.com/Calendar.aspx. The eComment feature will be available for the duration of the meeting. All written public comments will be provided to the legislative body and may be read into the record or compiled as part of the record. TECHNICAL SUPPORT PRIOR TO AND DURING MEETINGS For technical assistance before and during the meeting, please call 714-593-7431. For any other questions and/or concerns, please contact the Clerk of the Board’s office at 714-593-7433. Thank you, in advance, for your patience in working with these technologies. We appreciate your interest in OC San! March 30, 2022 NOTICE OF REGULAR MEETING OPERATIONS COMMITTEE ORANGE COUNTY SANITATION DISTRICT Wednesday, April 6, 2022 – 5:00 P.M. ACCESSIBILITY FOR THE GENERAL PUBLIC Your participation is always welcome. Specific information as to how to participate in this meeting is detailed in the Special Notice attached to this agenda. In general, OC San offers several ways in which to interact during meetings: you may join the meeting live via Teams on your computer or similar device or web browser, join the meeting live via telephone, view the meeting online, and/or submit comments for consideration before or during the meeting. The Regular Meeting of the Operations Committee of the Orange County Sanitation District will be held at the above location and in the manner indicated on Wednesday, April 6, 2022 at 5:00 p.m. 0 ~SAN 10844 Ellis Avenue Fountain Valley, CA 92708 714.962.2411 ORANGE COUNTY SANITATION DISTRICT www.ocsan.gov Our Mission: To protect public health and the environment by providing effective wastewater collection, treatment, and recycling. Serving: Anaheim Brea Buena Park Cypress Fountain Valley Fullerton Garden Grove Huntington Beach Irvine La Habra La Palma Los Alamitos Newport Beach Orange Placentia Santa Ana Seal Beach Stanton Tustin Villa Park County of Orange Costa Mesa Sanitary District Midway City Sanitary District Irvine Ranch Water District Yorba Linda Water District OPERATIONS COMMITTEE MEETING DATE BOARD MEETING DATE 04/06/22 04/27/22 05/04/22 05/25/22 06/01/22 06/22/22 07/06/22 07/27/22 AUGUST DARK 08/24/22 09/07/22 09/28/22 10/05/22 10/26/22 11/02/22 11/16/22 * 12/07/22 12/21/22 * JANUARY DARK 01/25/23 02/01/23 02/22/23 03/01/23 03/22/23 * Meeting will be held on the third Wednesday of the month ROLL CALL OPERATIONS COMMITTEE Engineering and Operations & Maintenance Meeting Date: April 6, 2022 Time: 5:00 p.m. Adjourn: COMMITTEE MEMBERS (14) Brooke Jones (Chair) Ryan Gallagher (Vice-Chair) Stephen Faessel Johnathan Ryan Hernandez Steve Jones Sandra Massa-Lavitt Paulo Morales Kim Nichols Bob Ooten Jesus J. Silva Donald P. Wagner Chad Zimmerman John Withers (Board Chair) Chad Wanke (Board Vice-Chair) OTHERS Brad Hogin, General Counsel STAFF Jim Herberg, General Manager Rob Thompson, Assistant General Manager Lorenzo Tyner, Assistant General Manager Celia Chandler, Director of Human Resources Kathy Millea, Director of Engineering Riaz Moinuddin, Director of Operations & Maintenance Lan Wiborg, Director of Environmental Services Kelly Lore, Clerk of the Board ORANGE COUNTY SANITATION DISTRICT Effective 03/07/2022 BOARD OF DIRECTORS Complete Roster AGENCY/CITIES ACTIVE DIRECTOR ALTERNATE DIRECTOR Anaheim Stephen Faessel Gloria Ma’ae Brea Glenn Parker Cecilia Hupp Buena Park Art Brown Connor Traut Cypress Paulo Morales Anne Hertz-Mallari Fountain Valley Patrick Harper Ted Bui Fullerton Jesus J. Silva Nick Dunlap Garden Grove Steve Jones John O’Neill Huntington Beach Kim Carr Dan Kalmick Irvine Anthony Kuo Farrah N. Khan La Habra Rose Espinoza Steve Simonian La Palma Marshall Goodman Nitesh Patel Los Alamitos Ron Bates NONE Newport Beach Brad Avery Joy Brenner Orange Kim Nichols Chip Monaco Placentia Chad Wanke Ward Smith Santa Ana Johnathan Ryan Hernandez Nelida Mendoza Seal Beach Sandra Massa-Lavitt Schelly Sustarsic Stanton David Shawver Carol Warren Tustin Ryan Gallagher Austin Lumbard Villa Park Chad Zimmerman Robert Collacott Sanitary/Water Districts Costa Mesa Sanitary District Bob Ooten Art Perry Midway City Sanitary District Andrew Nguyen Mark Nguyen Irvine Ranch Water District John Withers Douglas Reinhart Yorba Linda Water District Brooke Jones Ted Lindsey County Areas Board of Supervisors Donald P. Wagner Doug Chaffee OPERATIONS COMMITTEE Regular Meeting Agenda Wednesday, April 6, 2022 - 5:00 PM Board Room Administration Building 10844 Ellis Avenue Fountain Valley, CA 92708 (714) 593-7433 ACCOMMODATIONS FOR THE DISABLED: If you require any special disability related accommodations, please contact the Orange County Sanitation District (OC San) Clerk of the Board’s office at (714) 593-7433 at least 72 hours prior to the scheduled meeting. Requests must specify the nature of the disability and the type of accommodation requested. AGENDA POSTING: In accordance with the requirements of California Government Code Section 54954.2, this agenda has been posted outside the main gate of the OC San's Administration Building located at 10844 Ellis Avenue, Fountain Valley, California, and on the OC San’s website at www.ocsan.gov not less than 72 hours prior to the meeting date and time above. All public records relating to each agenda item, including any public records distributed less than 72 hours prior to the meeting to all, or a majority of the Board of Directors, are available for public inspection in the office of the Clerk of the Board. AGENDA DESCRIPTION: The agenda provides a brief general description of each item of business to be considered or discussed. The recommended action does not indicate what action will be taken. The Board of Directors may take any action which is deemed appropriate. MEETING AUDIO: An audio recording of this meeting is available within 24 hours after adjournment of the meeting at https://ocsd.legistar.com/Calendar.aspx or by contacting the Clerk of the Board at (714) 593-7433. NOTICE TO DIRECTORS: To place items on the agenda for a Committee or Board Meeting, the item must be submitted in writing to the Clerk of the Board: Kelly A. Lore, MMC, (714) 593-7433 / klore@ocsan.gov at least 14 days before the meeting. FOR ANY QUESTIONS ON THE AGENDA, BOARD MEMBERS MAY CONTACT STAFF AT: General Manager: Jim Herberg, jherberg@ocsan.gov / (714) 593-7300 Asst. General Manager: Lorenzo Tyner, ltyner@ocsan.gov / (714) 593-7550 Asst. General Manager: Rob Thompson, rthompson@ocsan.gov / (714) 593-7310 Director of Human Resources: Celia Chandler, cchandler@ocsan.gov / (714) 593-7202 Director of Engineering: Kathy Millea, kmillea@ocsan.gov / (714) 593-7365 Director of Environmental Services: Lan Wiborg, lwiborg@ocsan.gov / (714) 593-7450 Director of Operations & Maintenance: Riaz Moinuddin, rmoinuddin@ocsan.gov / (714) 593-7269 OC ~SAN ORANGE COUNTY SANITATION DISTRICT OPERATIONS COMMITTEE Regular Meeting Agenda Wednesday, April 6, 2022 CALL TO ORDER PLEDGE OF ALLEGIANCE ROLL CALL AND DECLARATION OF QUORUM: Clerk of the Board PUBLIC COMMENTS: Your participation is always welcome. Specific information as to how to participate in a meeting is detailed in the Special Notice attached to this agenda. In general, OC San offers several ways in which to interact during meetings: you may join the meeting live via Teams on your computer or similar device or web browser, join the meeting live via telephone, view the meeting online, and/or submit comments for consideration before or during the meeting. You may provide verbal comment in real time during the meeting. In order to provide a verbal comment, please raise your hand (directions provided in the Special Notice attached to this agenda) or alert the Clerk of the Board before or during the public comment period. You may submit your comments and questions in writing for consideration in advance of the meeting by using the eComment feature available online at: https://ocsd.legistar.com/Calendar.aspx or sending them to OCSanClerk@ocsan.gov with the subject line “PUBLIC COMMENT ITEM # (insert the item number relevant to your comment)” or “PUBLIC COMMENT NON-AGENDA ITEM”. You may also submit comments and questions for consideration during the meeting by using the eComment feature available online at: https://ocsd.legistar.com/Calendar.aspx. The eComment feature will be available for the duration of the meeting. All written public comments will be provided to the legislative body and may be read into the record or compiled as part of the record. REPORTS: The Committee Chairperson and the General Manager may present verbal reports on miscellaneous matters of general interest to the Directors. These reports are for information only and require no action by the Directors. CONSENT CALENDAR: Consent Calendar Items are considered to be routine and will be enacted, by the Committee, after one motion, without discussion. Any items withdrawn from the Consent Calendar for separate discussion will be considered in the regular order of business. 1.2022-2231APPROVAL OF MINUTES RECOMMENDATION: Approve Minutes of the Special Meeting of the Operations Committee held March 16, 2022. Originator:Kelly Lore Page 1 of 5 OPERATIONS COMMITTEE Regular Meeting Agenda Wednesday, April 6, 2022 Agenda Report 03-16-2022 Operations Committee Minutes - Special Meeting Attachments: 2.2021-1727INTERSTATE 405 WIDENING PROJECT IMPACTS ON OCSD SEWERS, PROJECT NO. 3-66 RECOMMENDATION: Recommend to the Board of Directors to: A. Approve the First Amendment to Utility Agreement No. UK204650, between the Orange County Sanitation District and the Orange County Transportation Authority for Interstate 405 Widening Project Impacts on OCSD Sewers, Project No. 3-66; and B. Approve the First Amendment to Utility Agreement No. UK201113, between the Orange County Sanitation District and the Orange County Transportation Authority for Interstate 405 Widening Project Impacts on OCSD Sewers, Project No. 3-66. Originator:Kathy Millea Agenda Report 3-66 UK201113-2 OCSAN 1113 - First Amendment to Agreement 3-66 UK204650-2 OCSAN 1114 - First Amendment to Agreement Utility Agreement UK201113 Utility Agreement UK204650 Attachments: 3.2022-2199SANTA ANA TRUNK REHABILITATION AT PLANT NO. 1, PROJECT NO. FE20-07 RECOMMENDATION: Recommend to the Board of Directors to: A. Receive and file Bid Tabulation and Recommendation for Santa Ana Trunk Rehabilitation at Plant No. 1, Project No. FE20-07; B. Award a Construction Contract to Sancon Technologies, Inc. for Santa Ana Trunk Rehabilitation at Plant No. 1, Project No. FE20-07, for an amount not to exceed $395,082; and C. Approve a contingency of $79,016 (20%). Originator:Kathy Millea Agenda Report FE20-07 Contract Agreement Attachments: Page 2 of 5 OPERATIONS COMMITTEE Regular Meeting Agenda Wednesday, April 6, 2022 NON-CONSENT: 4.2021-1972PRIMARY SEDIMENTATION BASINS NO. 3-5 REPLACEMENT AT PLANT NO. 1, PROJECT NO. P1-126 RECOMMENDATION: Recommend to the Board of Directors to: A. Approve a Professional Design Services Agreement with Black & Veatch to provide engineering services for Primary Sedimentation Basins No. 3-5 Replacement at Plant No. 1, Project No. P1-126, for an amount not to exceed $14,163,000; and B. Approve a contingency of $1,416,300 (10%). Originator:Kathy Millea Agenda Report P1-126 PDSA Presentation - P1-126 PDSA Attachments: 5.2021-1970SANTA ANA TRUNK SEWER REHABILITATION, PROJECT NO. 1-23 RECOMMENDATION: Recommend to the Board of Directors to: A. Approve a Professional Design Services Agreement with Stantec Consulting Services, Inc. to provide engineering services for Santa Ana Trunk Sewer Rehabilitation, Project No. 1-23, for an amount not to exceed $3,880,000; and B. Approve a contingency of $388,000 (10%). Originator:Kathy Millea Agenda Report 1-23 PDSA Presentation - 1-23 PDSA Attachments: 6.2022-2070SUPPLEMENTAL ENGINEERING SERVICES, CONTRACT NO. PSA2021-002 RECOMMENDATION: Recommend to the Board of Directors to: Approve Professional Services Agreements to provide Supplemental Engineering Services, Contract No. PSA2021-002, for a three-year period commencing May 1, 2022, through April 30, 2025, with two one-year renewal options, for an amount not to exceed $29,700,000 per individual agreement with the following two firms: ·AECOM Technical Services, Inc. ·Jacobs Project Management Co. Originator:Kathy Millea Page 3 of 5 OPERATIONS COMMITTEE Regular Meeting Agenda Wednesday, April 6, 2022 Agenda Report PSA2021-002-1 PSA AECOM PSA2021-002-2 PSA Jacobs Presentation - PSA2021-002 SES Award Attachments: 7.2022-2116PROFESSIONAL PROGRAMMING SERVICES, CONTRACT NO. PSA2021-001 RECOMMENDATION: Recommend to the Board of Directors to: Approve Professional Services Agreements to provide Professional Programming Services, Contract No. PSA2021-001, for a three-year period commencing May 1, 2022, through April 30, 2025, with two one-year renewal options, for an amount not to exceed $4,900,000 per individual agreement with the following two firms: ·Enterprise Automation ·Maverick Technologies Originator:Kathy Millea Agenda Report Draft PSA2021-001 PSA Presentation - PSA2021-001 PSA Award Attachments: INFORMATION ITEMS: 8.2022-2188OPERATIONS & MAINTENANCE: WASTEWATER 101 PART 1: COLLECTIONS RECOMMENDATION: Information Item. Originator:Riaz Moinuddin Agenda Report Presentation - Collection System Attachments: 9.2022-2180TPAD DIGESTER FACILITY AT PLANT NO. 2, PROJECT NO. P2-128 RECOMMENDATION: Information Item. Originator:Kathy Millea Agenda Report Presentation - P2-128 Info Item Attachments: Page 4 of 5 OPERATIONS COMMITTEE Regular Meeting Agenda Wednesday, April 6, 2022 DEPARTMENT HEAD REPORTS: CLOSED SESSION: None. OTHER BUSINESS AND COMMUNICATIONS OR SUPPLEMENTAL AGENDA ITEMS, IF ANY: BOARD OF DIRECTORS INITIATED ITEMS FOR A FUTURE MEETING: At this time Directors may request staff to place an item on a future agenda. ADJOURNMENT: Adjourn the Committee meeting until the Regular Meeting of the Operations Committee on May 4, 2022 at 5:00 p.m. Page 5 of 5 OPERATIONS COMMITTEE Agenda Report Administration Building 10844 Ellis Avenue Fountain Valley, CA 92708 (714) 593-7433 File #:2022-2231 Agenda Date:4/6/2022 Agenda Item No:1. FROM:James D. Herberg, General Manager Originator: Kelly A. Lore, Clerk of the Board SUBJECT: APPROVAL OF MINUTES GENERAL MANAGER'S RECOMMENDATION RECOMMENDATION: Approve Minutes of the Special Meeting of the Operations Committee held March 16, 2022. BACKGROUND In accordance with the Board of Directors Rules of Procedure, an accurate record of each meeting will be provided to the Directors for subsequent approval at the following meeting. RELEVANT STANDARDS ·Resolution No. OC SAN 21-04 ATTACHMENT The following attachment(s) may be viewed on-line at the OC San website (www.ocsan.gov) with the complete agenda package: ·Minutes of the Operations Committee meeting held March 16, 2022 Orange County Sanitation District Printed on 3/29/2022Page 1 of 1 powered by Legistar™ OC6SAN ORANGE COUNTY SANITATION DISTRICT Orange County Sanitation District Minutes for the OPERATIONS COMMITTEE Wednesday, March 16, 2022 4:00 PM Board Room Administration Building 10844 Ellis Avenue Fountain Valley, CA 92708 (714) 593-7433 SPECIAL MEETING CALL TO ORDER A special meeting of the Operations Committee of the Orange County Sanitation District was called to order by Committee Chair Brooke Jones on Wednesday, March 16, 2022 at 4:01 p.m. in the Administration Building of the Orange County Sanitation District. Chair Jones stated that the meeting was being held telephonically and via Internet accessibility in accordance with new provisions in California Government Code Section 54953 and Resolution No. OC SAN 22-08, due to the continued State of Emergency Order. Chair Jones announced the teleconference meeting guidelines and led the flag salute. ROLL CALL AND DECLARATION OF QUORUM: Roll call was taken and a quorum was declared present, as follows: PRESENT:Brooke Jones, Ryan Gallagher, Stephen Faessel, Johnathan Ryan Hernandez, Steve Jones, Sandra Massa-Lavitt, Paulo Morales, Robert Ooten, Jesus Silva, Donald Wagner, Chad Wanke and John Withers ABSENT:Kim Nichols and Chad Zimmerman STAFF PRESENT: Kelly Lore, Clerk of the Board, and Brian Engeln were present in the Board Room. Jim Herberg, General Manager; Rob Thompson, Assistant General Manager; Lorenzo Tyner, Assistant General Manager; Celia Chandler, Director of Human Resources; Kathy Millea, Director of Engineering; Riaz Moinuddin, Director of Operations and Maintenance; Lan Wiborg, Director of Environmental Services; Marc Brown; Jennifer Cabral; Mortimer Caparas; Tanya Chong; Tina Knapp; Rich Leon; Laura Maravilla; Joshua Martinez; Rob Michaels; Jeff Mohr; Wally Ritchie; Thomas Vu; and Eros Yong were in attendance telephonically. OTHERS PRESENT: Brad Hogin, General Counsel; Anni Larkins, Jacobs; and James Clark, Black & Veatch, were in attendance telephonically. PUBLIC COMMENTS: OC San Supervisory and Professional Management Group (SPMG) President Marc Brown spoke in opposition to the continued use of supplemental engineering services referenced in Item No. 10. Page 1 of 7 OC ~SAN ORANGE COUNTY SANITATION DISTRICT OPERATIONS COMMITTEE Minutes March 16, 2022 REPORTS: Chair Jones reported that he recently participated in a CASA Workshop entitled: "Biosolids 101 for Agency Managers, Directors, and Staff" and highly recommended it for the Board Members. He stated the recording was available at casaweb.org. General Manager Jim Herberg did not provide a report CONSENT CALENDAR: 1.APPROVAL OF MINUTES 2022-2150 Originator: Kelly Lore MOVED, SECONDED, AND DULY CARRIED TO: Approve Minutes of the Regular Meeting of the Operations Committee held February 2, 2022. AYES:Brooke Jones, Ryan Gallagher, Stephen Faessel, Johnathan Ryan Hernandez, Steve Jones, Sandra Massa-Lavitt, Paulo Morales, Robert Ooten, Jesus Silva, Donald Wagner and John Withers NOES:None ABSENT:Kim Nichols, Chad Wanke and Chad Zimmerman ABSTENTIONS:None 2.WASTE SIDESTREAM PUMP STATION VFD REPLACEMENTS AT PLANT NO. 1, PROJECT NO. FR1-0016 2021-1945 Originator: Kathy Millea MOVED, SECONDED, AND DULY CARRIED TO: Recommend to the Board of Directors to: A. Receive and file Bid Tabulation and Recommendation for Waste Sidestream Pump Station VFD Replacements at Plant No. 1, Project No. FR1-0016; B. Award a Construction Contract to Leed Electric, Inc. for Waste Sidestream Pump Station VFD Replacements at Plant No. 1, Project No. FR1-0016, for an amount not to exceed $344,889; and C. Approve a contingency of $51,733 (15%). AYES:Brooke Jones, Ryan Gallagher, Stephen Faessel, Johnathan Ryan Hernandez, Steve Jones, Sandra Massa-Lavitt, Paulo Morales, Robert Ooten, Jesus Silva, Donald Wagner and John Withers NOES:None ABSENT:Kim Nichols, Chad Wanke and Chad Zimmerman Page 2 of 7 OPERATIONS COMMITTEE Minutes March 16, 2022 ABSTENTIONS:None 3.DIGESTERS REHABILITATION AT PLANT NO. 2, PROJECT NO. P2-137 2021-1969 Originator: Kathy Millea MOVED, SECONDED, AND DULY CARRIED TO: Recommend to the Board of Directors to: A. Approve a Professional Design Services Agreement with CDM Smith, Inc. to provide engineering services for Digesters Rehabilitation at Plant No. 2, Project No. P2-137, for an amount not to exceed $2,700,000; and B. Approve a contingency of $270,000 (10%). AYES:Brooke Jones, Ryan Gallagher, Stephen Faessel, Johnathan Ryan Hernandez, Steve Jones, Sandra Massa-Lavitt, Paulo Morales, Robert Ooten, Jesus Silva, Donald Wagner and John Withers NOES:None ABSENT:Kim Nichols, Chad Wanke and Chad Zimmerman ABSTENTIONS:None 4.SURVEYING SERVICES, PSA2022-002 2022-2105 Originator: Kathy Millea MOVED, SECONDED, AND DULY CARRIED TO: Recommend to the Board of Directors to: Approve Professional Services Agreements to provide on-call surveying services for collection system and treatment plant projects, PSA2022-002, for a three-year period effective May 1, 2022, for an amount not to exceed $200,000 per individual agreement ($800,000 total) with the following four firms: ·Michael Baker International, Inc. ·Stantec Consulting Services, Inc. ·Psomas ·D. Woolley & Associates, Inc. AYES:Brooke Jones, Ryan Gallagher, Stephen Faessel, Johnathan Ryan Hernandez, Steve Jones, Sandra Massa-Lavitt, Paulo Morales, Robert Ooten, Jesus Silva, Donald Wagner and John Withers NOES:None ABSENT:Kim Nichols, Chad Wanke and Chad Zimmerman ABSTENTIONS:None Page 3 of 7 OPERATIONS COMMITTEE Minutes March 16, 2022 5.COATING INSPECTION AND CORROSION TESTING SERVICES, PSA 2022-001 2022-2106 Originator: Kathy Millea MOVED, SECONDED, AND DULY CARRIED TO: Recommend to the Board of Directors to: Approve Professional Services Agreements to provide on-call Coating Inspection and other Corrosion Testing Services for Collection System and Treatment Plant projects, PSA2022-001, for a three-year period effective May 1, 2022, for an amount not to exceed $300,000 per individual agreement ($600,000 total) with the following two firms: ·CSI Services, Inc. ·Diversified Project Services International (DPSI) AYES:Brooke Jones, Ryan Gallagher, Stephen Faessel, Johnathan Ryan Hernandez, Steve Jones, Sandra Massa-Lavitt, Paulo Morales, Robert Ooten, Jesus Silva, Donald Wagner and John Withers NOES:None ABSENT:Kim Nichols, Chad Wanke and Chad Zimmerman ABSTENTIONS:None 7.POWER HEADS REPAIRS FOR CENTRAL GENERATION ENGINES AT PLANT NOS. 1 AND 2 2022-2143 Originator: Riaz Moinuddin MOVED, SECONDED, AND DULY CARRIED TO: A. Approve additional funds of $60,300.60 to Sole Source Purchase Order 146032-OS, for Cooper Machinery Services to repair 16 spare Engine Power Heads for Engines at Central Generation for Plant Nos. 1 and 2, for a new total amount not to exceed $132,915 plus taxes and shipping; and B. Approve a contingency of $13,292 (10%). AYES:Brooke Jones, Ryan Gallagher, Stephen Faessel, Johnathan Ryan Hernandez, Steve Jones, Sandra Massa-Lavitt, Paulo Morales, Robert Ooten, Jesus Silva, Donald Wagner and John Withers NOES:None ABSENT:Kim Nichols, Chad Wanke and Chad Zimmerman ABSTENTIONS:None Page 4 of 7 OPERATIONS COMMITTEE Minutes March 16, 2022 8.REIMBURSEMENT AGREEMENT FOR ORANGE COUNTY SANITATION DISTRICT MANHOLE FRAME AND COVER ADJUSTMENTS ON EUCLID STREET IN THE CITY OF ANAHEIM 2022-2152 Originator: Kathy Millea MOVED, SECONDED, AND DULY CARRIED TO: Approve and authorize the General Manager to execute a Reimbursement Agreement with the City of Anaheim for an amount not to exceed $180,000 for Orange County Sanitation District manhole frame and cover adjustments on Euclid Street in the City of Anaheim in a form approved by General Counsel. AYES:Brooke Jones, Ryan Gallagher, Stephen Faessel, Johnathan Ryan Hernandez, Steve Jones, Sandra Massa-Lavitt, Paulo Morales, Robert Ooten, Jesus Silva, Donald Wagner and John Withers NOES:None ABSENT:Kim Nichols, Chad Wanke and Chad Zimmerman ABSTENTIONS:None Item No. 6 was pulled and heard separately. 6.MATERIALS TESTING, INSPECTION, AND OTHER GEOTECHNICAL TESTING SERVICES, PSA2022-003 2022-2119 Originator: Kathy Millea MOVED, SECONDED, AND DULY CARRIED TO: Recommend to the Board of Directors to: Approve a Professional Services Agreement to provide on-call Materials Testing, Inspection, and Other Geotechnical Testing Services for Collection System and Treatment Plant Projects, PSA2022-003, for a three-year period effective May 1, 2022, for an amount not to exceed $400,000 per individual agreement ($1,600,000 total) with the following four firms: ·Atlas Technical Consultants LLC ·Aesco Technologies ·MTGL, Inc. ·Koury Engineering and Testing, Inc. AYES:Brooke Jones, Ryan Gallagher, Stephen Faessel, Johnathan Ryan Hernandez, Steve Jones, Sandra Massa-Lavitt, Paulo Morales, Robert Ooten, Jesus Silva, Donald Wagner and John Withers NOES:None ABSENT:Kim Nichols, Chad Wanke and Chad Zimmerman ABSTENTIONS:None Page 5 of 7 OPERATIONS COMMITTEE Minutes March 16, 2022 Board Vice-Chair Wanke arrived at the meeting at approximately 4:15 p.m. Board Chair Withers appeared to be away during the vote on Item No. 9. NON-CONSENT: 9.SECONDARY TREATMENT VFD REPLACEMENTS AT PLANT NO. 2, PROJECT NO. FE19-08 2021-1785 Originator: Kathy Millea MOVED, SECONDED, AND DULY CARRIED TO: Recommend to the Board of Directors to: A. Receive and file Bid Tabulation and Recommendation for Secondary Treatment VFD Replacements at Plant No. 2, Project No. FE19-08; B. Receive and file Orange County Sanitation District’s Notice of Intent to Award dated January 27, 2022; C. Receive and file Award Protest from LEED Electric, Inc. dated February 2, 2022, concerning the award to ACS Engineering; D. Receive and file Orange County Sanitation District’s determination letter dated February 10, 2022 to LEED Electric, Inc. responding to award protest; E. Award a Construction Contract to ACS Engineering for Secondary Treatment VFD Replacements at Plant No. 2, Project No. FE19-08, for an amount not to exceed $1,433,000; and F. Approve a contingency of $143,300 (10%). AYES:Brooke Jones, Ryan Gallagher, Stephen Faessel, Johnathan Ryan Hernandez, Steve Jones, Sandra Massa-Lavitt, Paulo Morales, Robert Ooten, Jesus Silva, Donald Wagner and Chad Wanke NOES:None ABSENT:Kim Nichols, John Withers and Chad Zimmerman ABSTENTIONS:None INFORMATION ITEMS: 10.STAFFING STRATEGY TO DELIVER CAPITAL IMPROVEMENT PROGRAM 2022-2158 Originator: Kathy Millea Engineering Manager Jeff Mohr provided a PowerPoint presentation regarding the Capital Improvement Program Delivery Strategy which included the forecasted CIP expenditures; capital project delivery costs; forecasted staff, engineering, and programming workload; supplemental services contracts; and next steps to be taken. Page 6 of 7 OPERATIONS COMMITTEE Minutes March 16, 2022 ITEM RECEIVED AS AN: Information Item. DEPARTMENT HEAD REPORTS: None. CLOSED SESSION: None. OTHER BUSINESS AND COMMUNICATIONS OR SUPPLEMENTAL AGENDA ITEMS, IF ANY: None. BOARD OF DIRECTORS INITIATED ITEMS FOR A FUTURE MEETING: None. ADJOURNMENT: Chair Jones declared the Special meeting adjourned at 4:36 p.m. to the next Regular Operations Committee meeting to be held on Wednesday, April 6, 2022 at 5:00 p.m. Submitted by: __________________ Kelly A. Lore, MMC Clerk of the Board Page 7 of 7 OPERATIONS COMMITTEE Agenda Report Administration Building 10844 Ellis Avenue Fountain Valley, CA 92708 (714) 593-7433 File #:2021-1727 Agenda Date:4/6/2022 Agenda Item No:2. FROM:James D. Herberg, General Manager Originator: Kathy Millea, Director of Engineering SUBJECT: INTERSTATE 405 WIDENING PROJECT IMPACTS ON OCSD SEWERS, PROJECT NO. 3-66 GENERAL MANAGER'S RECOMMENDATION RECOMMENDATION: Recommend to the Board of Directors to: A. Approve the First Amendment to Utility Agreement No. UK204650, between the Orange County Sanitation District and the Orange County Transportation Authority for Interstate 405 Widening Project Impacts on OCSD Sewers, Project No. 3-66; and B. Approve the First Amendment to Utility Agreement No. UK201113, between the Orange County Sanitation District and the Orange County Transportation Authority for Interstate 405 Widening Project Impacts on OCSD Sewers, Project No. 3-66. BACKGROUND The Orange County Transportation Authority (OCTA) is widening Interstate 405 (I-405) between State Route 73 and Interstate 605. This work has the potential to impact the Orange County Sanitation District’s (OC San) sewers. In June 2017, OCTA and OC San approved Utility Agreements that arranged for OC San’s review of OCTA’s plans to verify facilities would be adequately protected, allowed OC San to inspect the relevant work, and set the basis for OCTA to compensate OC San for their costs. At OCTA’s request, eight separate Utility Agreements were created to cover different segments of the I-405 widening. OC San’s costs for this project are charged to Interstate 405 Widening Project Impacts on OCSD Sewers, Project No. 3-66, for later billing to OCTA. RELEVANT STANDARDS ·Protect OC San assets ·Maintain collaborative and cooperative relationships with regulators, stakeholders, and neighboring communities Orange County Sanitation District Printed on 3/29/2022Page 1 of 3 powered by Legistar™ OC6SAN ORANGE COUNTY SANITATION DISTRICT File #:2021-1727 Agenda Date:4/6/2022 Agenda Item No:2. PROBLEM In May 2021,OCTA’s contractor damaged OC San sewers at two separate locations.At one of the locations,an upstream diversion prevented a spill.At the other location,OC San had to divert around the damaged section using pumper trucks for three days until the damage was repaired. Responding to the damage,reviewing repair plans,and inspecting the repairs has required more staff time than anticipated for one of the eight utility agreements.Also,OCTA needs these costs itemized for them to obtain compensation from their contractor.The total costs incurred by OC San for these two breaks is approximately $63,000. PROPOSED SOLUTION Approve amendments to two Utility Agreements that segregate the costs of addressing the damages from the rest of the costs associated with these agreements.This segregation allows OCTA to recover the costs from their contractor. One of the two amendments also increases the maximum compensation from $94,682 to $148,805 to account for these costs. The other Utility Agreement has sufficient budget to address the costs. TIMING CONCERNS OC San staff is actively inspecting the on-going work by OCTA’s contractor widening the freeway. RAMIFICATIONS OF NOT TAKING ACTION OC San would be unable to invoice OCTA for the full amount and OCTA would not have segregated costs to seek compensation for their contractor. PRIOR COMMITTEE/BOARD ACTIONS June 2017 -Approved eight Utility Agreements in conjunction with the Cooperative Agreement approved with the Orange County Transportation Authority agreeing to define specific terms, conditions,and funding obligations regarding the relocation,reconstruction,and protection of the regional sewers located along Interstate 405 Freeway to accommodate the Interstate 405 Improvement Project. ADDITIONAL INFORMATION N/A CEQA N/A Orange County Sanitation District Printed on 3/29/2022Page 2 of 3 powered by Legistar™ File #:2021-1727 Agenda Date:4/6/2022 Agenda Item No:2. FINANCIAL CONSIDERATIONS This request complies with authority levels of OC San’s Purchasing Ordinance.This item has been budgeted (Budget Update,Fiscal Year 2021-2022,Appendix A,Page A-7,Interstate 405 Widening Project Impacts on OCSD Sewers,Project No.3-66).Although the costs associated with the two breaks will require a project budget increase which staff intends to include in the proposed Budget for Fiscal Years 2022-23 and 2023-24,these additional costs will be covered by compensation from OCTA. ATTACHMENT The following attachment(s)may be viewed on-line at the OC San website (www.ocsan.gov)with the complete agenda package: ·First Amendment to Utility Agreement UK201113-2 OCSAN 1113 ·First Amendment to Utility Agreement UK204650-2 OCSAN 1114 ·Original Agreements RL:jw Orange County Sanitation District Printed on 3/29/2022Page 3 of 3 powered by Legistar™ ORANGE COUNTY TRANSPORTATION AUTHORITY FIRST AMENDMENT TO UTILITY AGREEMENT NO. UK201113 (UK201113-2) DISTRICT 12 COUNTY Orange FEDERAL AID NUMBER HPLULN-6071(043) FEDERAL PARTICIPATION ROUTE l-405 POST MILE 9.3-24.2 OWNER'S PLAN NUMBER NIA EA 12-0Hl00 PROJECT ID 1200000180 On the project t8J YES O NO On the Utilities O YES t8] NO FIRST AMENDMENT TO UTILITY AGREEMENT NO. UK201113 (UK201113-2) DATE WHEREAS, Orange County Transportation Authority ("Authority") and Orange County Sanitation District ("Sanitation District") have entered into that certain Utility Agreement No. UK201113, dated June 28, 2017 ("Agreement"), which Agreement sets forth the terms and conditions pursuant to which the Sanitation District has performed plan review to accommodate certain aspects of the Authority's construction on Interstate 405, Project No. 1200000180; and, WHEREAS, it was originally contemplated by the Authority and the Sanitation District that the Facilities (as defined in paragraph 1 below) would need to be modified by way of relocation or extended encasement; and, WHEREAS, the Authority and the Sanitation District have since jointly concluded that relocation or extended encasement of the Facilities would not be necessary, and a revised plan was developed to protect the Facilities m place; an , WHEREAS, in the performance of the Authority's construction to accommodate the Project, the Authority's contractor damaged the Facilities and must perform a repair procedure to restore the Facilities to a condition that is acceptable to the Sanitation District; and, WHEREAS, in the performance of the Authority's contractor's repair procedure, the repair failed and a second repair procedure was performed; and, WHEREAS, the Authority and the Sanitation District require an amendment to the Agreement to include proper funding and other specific scope of work for this repair to the Facilities; and WHEREAS, this additional work requires additional Sanitation District funds to perform additional coordination, design reviews, and to perform Closed Circuit Television (CCTV) and field inspections, as well as other related activities to repair the damage to the Facilities. NOW, THEREFORE, it is agreed between the Authority and the Sanitation District as follows: 1. On page 1, paragraph 3 of the Agreement is amended to read as follows: "The Sanitation District owns, operates, and maintains a regional sewerage system, including the 1204732.1 58285972.v2 FIRST AMENDMENT TO UTILITY AGREEMENT UK201113 (UK201113-2) Page 2 of3 sewerage facilities described in Exhibit A (the "Facilities"). The Facilities are within the limits of the Project. In order to accommodate the Project, the Facilities must be properly protected in place within the Project limits ("Protection"). Additionally, the Facilities must be repaired due to damage caused by the Authority's contractor ("Damage Repair" or, collectively with the "Protection," the "Modification"). The Modification plan must be approved by the Sanitation District prior to construction, and any Modification construction must be inspected by the Sanitation District. During construction of the Modification, temporary diversion of flow within the Facilities may be necessary to provide for the safe operation of the Sanitation District's sewerage system." 2. On page 3, section 3.b. is amended to read as follows: "b. Diversions. Upon the Authority's request, the Sanitation District's engineers shall analyze potential sewer diversion impacts using the Sanitation District's hydraulic model. Upon the Sanitation District's approval of this diversion analysis, the Authority shall develop a detailed diversion plan to address the Sanitation District's system constraints for final approval. Any temporary diversion design shall require the Sanitation District's approval prior to implementation. Temporary Diversions shall be implemented, monitored, and removed by the Authority in accordance with the requirements of the plan approved by the Sanitation District." -----~3_._0~n~Rage 6, a new section 4.i shall be added, to read_a~foHows.: __________________ _ "i. Cost Segregation. All Sanitation District costs related to the Damage Repair, including design plan review, coordination, CCTV, diversion analysis and inspections shall be tracked and itemized separately from other previously anticipated protection inspection items by the Sanitation District and shall be submitted to the Authority in a manner which will allow the Authority to identify those costs associated with the Damage Repair separately from the costs associated with the Projection for purposes of the Authority's billing the Damage Repair costs to its contractor." 4. All other terms and conditions of the Agreement shall remain unchanged. 58285972.v2 FIRST AME. D:\IE~T TO LTILITY AGREE:\IENT UK20I I 13 (U K201 I 13-2) SIG1 ATURE PAGE TO FIRST AMENDMENT TO UTILITY AGREEME1 T NO. UK20I I 13 (UK20I I I3-2) IN WIT NESS WHEREOF. the parties hereto have cxc<.:utcd this First Amendment to Utility Agrccrncn l No. UK20 I 113 this __ day or _____ _ OWNER: Orange County Sanitation District By: ORANGE COUNTY TRANS PORTA TIO'.'/ AUTHORITY, a public entity APPROVED [3y: Tith:: Jamc_I=-=.=c~----------------------;:E:--x · tivc Director. Dale: -------------- By: Title: Date: -------------- C )ital Pro!.!.rams D,nc 1/ o 1[n-,_ APPROVED AS TO FORM: 13y: Date: Ri ck Rayl . , SpL:cial Counsel -------------- ORANGE COUNTY TRANSPORTATION AUTHORITY FIRST AMENDMENT TO UTILITY AGREEMENT NO. UK204650 (UK204650-2) DISTRICT 12 COUNTY Orange FEDERAL AID NUMBER HPLULN-6071(043) FEDERAL PARTICIPATION ROUTE I-405 POST MILE 9.3 -24.2 OWNER'S PLAN NUMBER NIA EA 12-0Hl00 PROJECT ID 1200000180 On the project [8:1 YES O NO On the Utilities O YES [8:1 NO FIRST AMENDMENT TO UTILITY AGREEMENT NO. UK204650 (UK204650-2) DATE WHEREAS, Orange County Transportation Authority ("Authority") and Orange County Sanitation District ("Sanitation District") have entered into that certain Utility Agreement No. UK.204650, dated June 28, 2017 ("Agreement"), which Agreement sets forth the terms and conditions pursuant to which the Sanitation District has performed inspection and plan review to accommodate certain aspects of the Authority's construction on Interstate 405, Project No. 1200000180; and, WHEREAS, in accordance with Section l .f of the Agreement, the Authority shall be responsible for all damages arising out of its Project and shall perform all necessary repairs; and, WHEREAS, in the performance of the Authority's construction to accommodate the Project, the Authority's contractor damaged a Facility between Harbor Boulevard and Fairview Avenue and will perform a repair procedure to restore the Facility to a condition that is acceptable to the Sanitation District; and, WHEREAS, Sanitation District agrees to perform a portion of the repair of the Facility related to sewer liner installation through a separate contractor; and, WHEREAS, the Authority and the Sanitation District require an amendment to the Agreement to include proper funding and other specific scope of work for this repair to the Facility; and WHEREAS, this additional work requires additional Sanitation District funds to perform additional coordination, design reviews, and to perform Closed Circuit Television (CCTV) and field inspections, as well as other related construction activities to repair the damage to the Facility; and, WHEREAS, it has been determined that, since estimated final costs will exceed the amount included in original Agreement, an amendment is required to address the increased cost of the work performed by the Sanitation District; and, WHEREAS, the estimated cost to Authority of the work to be performed under said Agreement was $94,682, and by reason of the increased costs referred to above, the amended estimated cost to OCTA increased to $148,805. NOW, THEREFORE, it is agreed between the Authority and the Sanitation District as follows: 1. The third paragraph on page 1 of the Agreement is amended to read as follows: 1204732.1 60234677. v2 FIRST AMENDMENT TO UTILITY AGREEMENT UK204650 (UK204650-2) Page 2 of3 The Sanitation District owns, operates, and maintains a regional sewerage system, including the sewerage facilities described in Exhibit A ( each a "Facility" and any two or more the "Facilities"). The Facilities are within the limits of the Project. In order to accommodate construction of the Project, protection of ce11ain Facilities (which the Authority believes will not suffer any direct impact from the Project or its construction) requires cooperation between the Authority and the Sanitation District and, in some cases, may require additional mitigation measures not anticipated by the Authority to ensure that the Facilities are protected in place ("Protection Measures"). Any Protection Measures related to the Facilities as a result of the Project must be reviewed and approved by the Sanitation District prior to construction. Any construction over, w1der, or directly proximate to the Facilities must be inspected by the Sanitation District to ensure safe operation of the Facilities and the Sanitation District's sewerage systems. Additionally, for any Facilities that must be repaired due to damage caused by the Authority's contractor ("Damage Repair"), the Damage Repair plan must be approved by the Sanitation District prior to construction, and any Damage Repair construction must be inspected by the Sanitation District. During construction of the Damage Repair, temporary diversion of flow within the Facilities may be necessary to provide for the safe operation of the Sanitation District's sewerage system." 2. On page 3, section 2.c. is amended to read as follows: "The Sanitation District estimates that the cost of the Sanitation District's work under this Agreement, including sewer pipe liner related to the repair of the Facility, will be $148,805 ("Estimated Sanitation District Costs")." 3. On page 6, a new section 4.i shall be added, to read as follows: "i. Cost Segregation. All Sanitation District costs related to the Damage Repair, including design plan review, coordination, CCTV, diversion analysis and inspections shall be tracked and itemized separately from other previously anticipated protection inspection items by the Sanitation District and shall be submitted to the Authority in a manner which will allow the Authority to identify those costs associated with the Damage Repair separately from the costs associated with the Projection for purposes of the Authority's billing the Damage Repair costs to its contractor." 4. All other terms and conditions of the Agreement shall remain unchanged. 60234677. v2 FIRST A\IES0:\1l::~T TO UTILITY ACREEME~T UK20-l650 (U 1(204650-2) SIGNATURF. PAGE TO FIRST AMENDME, 'I' TO UT ILITY AGREEMENT 1 0. UK204650 (UK204650-2) IN WITNESS WHEREOF. th~ panics hereto have executed this First Amendment to Util ity Agn.:cmcnt No. UK204650 this __ day of _______ _ ow 1[R: Orange County Sanitation District By: Title: Date: -------------- By: Ti tk: Date: -------------- ORA~CE COU:'-/TV TRA~SPORTATION AUTHORITY, a public entity APPROV ED By: . Beil c tivc Director. Date: · ha);;+z_'l.-~---- APPROVED AS TO FORM: By: / / \ 0 ' • I .J/4 . , ~ It,,• -✓, . ,. . (, Rick Ray l , ( Special Coun sel Date: -------------- Page I of9 ORANGE COUNTY TRANSPORTATION AUTHORITY UTILITY AGREEMENT District COUNTY ROUTE POST MILE EA PROJECT ID 12 Orange 1-405 9.3-24.2 12-OHl000 1200000180 FEDERAL AID NUMBER OWNER'S PLAN NUMBER NIA NIA FEDERAL PARTICIPA TlON On the project [gj YES O NO On the Utilities O YES (8J NO UTILITY AGREEMENT NO. UK201113 DATE This Utility Agreement ("Agreement") is dated ~ 8", 2017 and is between the Orange County Transportation Authority ("Autho ty") and the Orange County Sanitation District ("Sanitation District"), which are sometimes referred to individually in this Agreement as a "party" or together as the "parties." The Authority in cooperation with the California Department of Transportation ("Caltrans") is proposing to improve Interstate 405 between State Route 73 and Interstate 605 (the "Project"). The Authority and Caltrans have entered into Cooperative Agreement No. 12-697 relating to the Project under which Caltrans will provide Project oversight, the Authority will perform construction, and upon completion of the Project, Cal trans wi II continue to own and maintain the Interstate 405. The Sanitation District owns, operates, and maintains a regional sewerage system, including the sewerage facilities described in Exhibit A (the "Facilities"). The Facilities are within the limits of the Project. In order to accommodate the Project, the Facilities must be modified by way of relocation or extended encasement (each a "Modification"). Any Modification plan must be approved by the Sanitation District prior to construction, and any Modification construction must be inspected by the Sanitation District. During construction of a Modification, temporary div ersion of flow within the Facilities may be necessary to provide for the safe operation of the Sanitation District's sewerage system. The Authority and the Sanitation District intend by this Agreement to provide for the conditions under which the Authority may modify the Sanitation District's Facilities, and the Authority's payment to the Sanitation District of the Sanitation District's costs related to the Modification. Authority and Sanitation District therefore agree as follows: 1. MODIFICATION WORK. a. Facility Modification. In accordance with the Relocation Claim Letter attached as Exhibit A dated July 30, 2015, the Authority may modify the Sanitation District's Facilities as generally shown on the Authority's preliminary engineering plans for the improvement of Interstate 405, EA 12-OH I 000, subject to the written approval by the Sanitation District's General Manager (or his designee) 4811 -8693-2554.1 49190819.v2 UTILITY AGREEMENT (Cont.) Page 2 of9 UTILITY AGREEMENT NO. UK201113 ("General Manager") of the final engineering plans and specifications (the "Plans"). b. Sanitation District's Approval of Plans. The Sanitation District's General Manager shall review the Plans, and will have sole discretion to and approve the Plans. It is anticipated by both parties that multiple reviews may be required for design approval. The Sanitation District shall make commercially reasonable efforts to review and provide any comments back to Authority within 30 days. The Sanitation District agrees not to unreasonably withhold its approval of Authority's design. Additionally, the Sanitation District agrees to provide a written notice requesting a review period extension in the event its review will extend beyond 30 calendar days. c. Deviation from Plans. Any deviations from the Plans must be proposed by the Authority under a Revised Notice to Owner. The Authority shall not commence any Modification work that deviates from the Plans prior to the Sanitation District's approval of the Revised Notice to Owner, which approval is subject to the Sanitation District's General Manager's sole discretion. The Sanitation District will use commercially reasonable efforts to review and approve revisions to the Plans within four weeks after their delivery to the Sanitation District and written acknowledgment of receipt. If additional time is required, Sanitation District shall provide Authority with a written notice identifying the additional time requested. d. Notification of Construction; Access. Authority shall advise the Sanitation District of the anticipated dates of construction of the Modification at least 30 days prior to the date of construction. The Sanitation District shall at all times have access to its Facilities, and the Authority and its contractor shall not restrict or obstruct the Sanitation District's access to the Facilities at any time. e. Ownership and Maintenance. Upon completion of the Modification work by the Authority, and the Sanitation District's final inspection and approval of the Modification, the Sanitation District shall accept ownership and maintenance of the modified Facilities. f. Property Rights Acquisition. Nothing in this Agreement is intended to waive or limit the Sanitation District's right to just compensation for all Project-related uses of the Sanitation District's real or personal property. The Authority shall acquire any necessary property rights from the Sanitation District in accordance with state and federal law prior to undertaking construction of the Modification. 48JJ-8693-2554.149190819.v2 UTILITY AGREEMENT (Cont.) Page 3 of9 2. UTILITY AGREEMENT NO. UK201113 SANITATION DISTRICT'S COSTS. a. The Facilities are lawfully maintained in their present location and qualify for relocation or other Modification at Caltrans's expense under the provisions of Section 703 of the Streets and Highways Code. b. The Authority assumes all costs associated with the Modification, including Sanitation District's costs of plan review, inspection, and flow diversion. The Sanitation District does not benefit from the Project and therefore will have no liability for any costs arising out of or relating to any Modification of the Facilities under or in connection with this Agreement. c. The Sanitation District estimates that the cost of the Sanitation District's work under this Agreement will be $44,271.38 ("Estimated Sanitation District Costs"). 3. SANITATION DISTRICT'S INSPECTIONS AND DIVERSIONS. a. Sanitation District Inspection. The Sanitation District may inspect (and the Authority shall provide the Sanitation District with access to) any phase of the Modification work for the purpose of the Sanitation District's inspection to ensure that the work is in accordance with the specifications contained in the Plans and any related construction contract. The Sanitation District shall direct all questions regarding the Modification work to Authority's Resident Engineer for his or her evaluation and recommended disposition. b. Diversions. Upon the Authority's request, the Sanitation District's engineers shall analyze potential sewer diversion impacts using the Sanitation District's hydraulic model. Upon request and the Sanitation District's approval following the diversion analysis described in the prior sentence, the Sanitation District's field crew staff shall implement and monitor the temporary diversion, and then remove the diversion. c. Public Work. Inspections and field work described above in this Section 3 and performed by Sanitation District employees fall within the exception of Labor Code Section l 720(a)( l) and do not constitute a public work under Section l 720(a)(2) and are not subject to prevailing wages. 4. AUTHORITY'S PAYMENT FOR SANITATION DISTRICT COSTS. a. The Authority shall construct the Modifications at no cost to the Sanitation District and shall pay Sanitation District for its Actual Costs (as defined in this section) of 4811-8693-2554. l 491908 I 9. v2 UTILITY AGREEMENT (Cont.) Page 4 of9 UTILITY AGREEMENT NO. UK201113 (l) Administration of this Agreement (including planning, coordination, and communication with the Authority) and review and approval of the Plans (and any revisions to the Plans); (2) Inspection of the Modification construction; and (3) Analyzing, planning and implementing any sewer diversions necessitated by the Modification. b. "Actual Costs" means the total fully-burdened salaries, wages, and equipment costs including overhead and administration. c. It is understood and agreed that Authority will not pay for any betterment or increase in capacity of Sanitation District's facilities as part of this Agreement, and that any request by Sanitation District for changes in the Plans that involve any such betterment or increase in capacity shall, if Authority accepts such proposed changes, be paid for solely by Sanitation District. d. The Sanitation District shall not use any out-of-state personnel (or personnel requiring lodging and meal "per diem" expenses) for its plan review, inspection, or diversion work under this Agreement. e. All costs incurred by the Sanitation District as a result of the Authority's request of July 30, 2015 to review, study and/or prepare relocation plans and estimates for the Project may be billed pursuant to the terms and conditions of this Agreement. f. Billing Procedure. ( 1) Progress Bills. Not more frequently than once a month, but at least quarterly, Sanitation District will prepare and submit progress bills itemized for costs incurred not to exceed Sanitation District's recorded costs. The Sanitation District's itemized progress bill must be signed by an authorized official and prepared on the Sanitation District's letterhead, compiled on the basis of Actual Costs incurred and charged or allocated to the Modification in accordance with the policies of the Sanitation District that conform to the accounting principles generally accepted in the United States of America (GAAP) as applicable to governments. (2) Progress Payments. The Authority shall pay the Sanitation District within 45 days after receipt of the Sanitation District's progress bills. Payment of progress bills not to exceed 125% of the Estimated Sanitation District Costs may be made under the terms of this Agreement. The Authority shall pay progress bills that exceed 125% of the Estimated Sanitation District Costs only upon receipt and approval by Authority of 4811-8693-2554. l 49190819. v2 UTILITY AGREEMENT (Cont.) Page 5 of9 UTILITY AGREEMENT NO. UK201113 documentation supporting the cost increase and after an amendment to this Agreement has been executed by the parties to this Agreement. (3) Sanitation District shall submit a final bill to Authority within 365 days after the completion of the Sanitation District's acceptance of the Modification described in Section 1. If Authority has not received a final bill within 365 days after notification of completion of the Modification, and Authority has delivered to Sanitation District fully executed Director's Deeds, Consents to Common Use or Joint Use Agreements for Sanitation District's facilities (if required), then Authority shall provide written notification to Sanitation District of its intent to close its file within 30 days. All remaining costs will be deemed to have been abandoned if not submitted to Authority for payment prior to such closure of the file. If Authority processes a final bill for payment first received from Sanitation District after closure of the file, payment of the late bill may be subject to allocation and/or approval by the Authority's Board of Directors. ( 4) The final billing must be in the form of an itemized statement of the total costs charged to the Project, less the credits provided for in this Agreement, and less any amounts covered by progress billings. However, Authority shall not pay final bills which exceed the estimated cost of this Agreement without documentation of the reason for the increase of said cost from the Sanitation District and approval of that documentation by Authority. However, if the final bill exceeds the Sanitation District's estimated costs solely as the result of a revised Notice to Owner, then a copy of that revised Notice to Owner will suffice as documentation. In either case, payment of the amount over the Estimated Sanitation District's Cost may be subject to allocation and/or approval by the Authority Board of Directors. g. If the Pa11ies anticipate that the Sanitation District's costs will exceed 125% of the Estimated Sanitation District Costs, then the parties shall negotiate in good faith an amendment to this Agreement prior to the payment of the Sanitation District's final bill. Any and all increases in costs that are the direct result of deviations from the work described in Section l of this Agreement shall have the prior concurrence of Authority and Sanitation District. h. Sanitation District shall retain detailed billing records for a period of three years from the date of the final payment, and will make the records available for audit by Authority, State and/or Federal auditors. The Sanitation District currently complies with State law applicable to sanitation districts and generally accepted accounting principles, which are generally consistent with existing Federal regulations. Upon notice from the Authority, the Sanitation District shall comply 4811-8693-2554. I 49190819. v2 UTILITY AGREEMENT (Cont.) Page 6 of9 UTILITY AGREEMENT NO. UK201113 with any additional Federal regulations identified by the Authority as applicable to the Sanitation District's actions in connection with the Project under this agreement. 5. TERMINATION. If Authority's Project is canceled or modified so as to eliminate the need for the Modification, then the Authority will notify the Sanitation District in writing and any party may terminate this Agreement at any time prior to the commencement of construction of the Modification by providing 30 days written notice to the other party. The Authority shall pay the Sanitation District for all costs incurred up to the date of termination. The billing procedures in Section 5 shall survive the termination of this Agreement. 6. INSURANCE. The Authority shall incorporate within the contract documents for the Project a requirement for the contractor to obtain and keep in full force and effect throughout the life of the Project insurance naming the Sanitation District as an additional insured and in compliance with all insurance requirements in Exhibit B. 7. INDEMNITY. a. The Authority shall be responsible for all costs, expenses, losses, fines, penalties, civil administrative liabilities, and liabilities relating to the construction of any Modification, and shall indemnify, defend, and hold harmless the Sanitation District, its directors, officers, agents, and employees, from all claims, demands, actions, costs (including attorneys fees), liabilities, losses, damages, including claims for personal injury (including death) or property damages, penalties, fines, administrative civil liabilities, and/or remediation costs arising from or in any way associated with the following: (I) Construction of any Modification, including but not limited to trenching, backfill work above the pipe zone, and pavement work; (2) Any overflows or spills of wastewater arising out of or relating to the construction of any Modification; and (3) Any claims for sewer capacity by any former discharger to the Facilities that are impacted by any Modification. b. This indemnity provision will survive the termination of this Agreement. 4811-8693-2554.I 49190819.v2 UTILITY AGREEMENT (Cont.) Page 7 of9 UTILITY AGREEMENT NO. UK201113 8. GENERAL PROVISIONS. a. This Agreement contains the entire agreement between the parties concerning the Modification, except with respect to compensation for the Authority's use of any of the Sanitation District's property rights. Any amendment to this Agreement must be in a writing executed by both parties. b. Each party has participated in negotiating and drafting this Agreement, so if an ambiguity or a question of intent or interpretation arises, this Agreement is to be construed as if the parties had drafted it jointly. c. A waiver of any breach of any provision of this Agreement or of any failure to comply with any requirement of this Agreement will not be deemed a waiver of any other provision or requirement of this Agreement, and no waiver will be valid unless in writing and executed by the waiving party. An extension of time for perfo1mance of any obligation or act will not be deemed an extension of time for performance of any other obligation or act. d. Authority represents and warrants that no federal or California state funds will be used to pay Sanitation District under this Agreement. Sanitation District represents and warrants that it will not use federal or California state funds in order to perform any of its obligations under this Agreement. The Parties agree that they shall not seek or obtain payment or reimbursement from Caltrans for any work, cost, expense, fee, obligation or liability that arises under this Agreement. e. This Agreement will be executed in duplicate originals, one of which will be retained by each party. f. This Agreement will inure to the benefit of and will be binding upon the parties and their respective successors and assigns. g. This Agreement will be governed and construed in accordance with California law. h. Each pa1ty shall execute and deliver any instruments, and to perform any actions that may be necessary, or reasonably requested, in order to give full effect to this Agreement. 1. The Sanitation District hereby delegates to its General Manager the authority to approve any deviations from the Plans, in his sole and absolute discretion, as contemplated in section l .c. 4811-8693-2554.l 49190819.v2 UTILITY AGREEMENT (Cont.) Page 8 of9 UTILITY AGREEMENT NO. UK201113 J. All notices or other communication must be in writing and be personally served or delivered by United States mail, or nationally-recognized overnight carrier addressed as follows, with a courtesy copy by email: Sanitation District: Orange County Sanitation District 10844 Ellis Avenue Fountain Valley, CA 92708 Mr. Rob Thompson Director of Engineering Email: RThompson@ocsd.com Tel: 714-593-7310 Authority: Orange County Transportation Authority 550 South Main Street P.O. Box 14184 Orange, CA 92863-1584 Attn: Mr. Dennis Mak Principal Contract Administrator Email: DMak@octa.net Tel: 714-560-5446 Any party may, by notice to the others, designate a different address for notices which will be substituted for that specified above. Any notice given as provided in this section will be deemed to have been received, if personally served, as of the date and time of service, or if deposited in the mail as provided above, forty- eight ( 48) hours after deposit in the mail. Signatures on Following Page 4811-8693-2554.1 49190819. v2 UTILITY AGREEMENT (Cont.) Page 9 of 9 UTILITY AGREEMENT NO. UK201113 SIGNATURE PAGE TO UTILITY AGREEMENT NO. UK20 111 3 IN WITN ESS WHEREOF, the parties have executed this Agreement on the dates below. ORANGE COUNTY SANITATION DISTRICT APPROVED By: ~<P ' ·-7 -reg }'.Sebotlrn,PLS Board Chair Date: APPROVED AS TO FORM: Lewis Brisbois Bisgaard & Smith, LLP By: Special Counsel 481 1-8693-2554. I 49 I 908 I 9. v2 ORANGE COUNTY TRANSPORTATION AUTHORITY, a public entity APPROVED By: {vf!_'. Jim Executive Director, Capital Programs Date: l, / '2-,?_.,,,/ / 1 I 1 APPROVED AS TO FORM: By: Rick Rayl ' Speciale= 49190819.v2 Exhibit A Relocation Claim Letter m OCTA BOARD OF DIRECTORS Jeffrey Lalloway Chairman Lori Donc/Jak ViceCt,air Lisa A. Bari/ell Director A11drewDo Director Michael l-le1111essey Director Steve Jones Director Jim l<atapodis Director Ga,y A. Miller Director Al M(lrray Director $haw11 Netso11 Director Miguel Pulido Director Tim Shaw Director Todd Spitzer Director M1cl1elle Steel Directo, Tom la1t Director Frank Ury Director Grego,y T. Wi11Jer/Jol/o,n Director Ryan Cl1am/Jerlai11 Ex-O1//cio Member Cl-llff EXECUrtVE OFFICE Darrell Johnson Chief Executive Officer July 30, 2015 OCSD I 0844 Ellis Avenue Fountain Valley, CA 92708 Attention: Subject: Mr. Rudy Davila Project Manager I-405 Improvement Project (EA-OHlO00) Relocation Claim Letter/Utility Conflicts Utility ID No. OCSD1113 Dear Mr. Davila: The Orange County Transportation Authority (OCTA) in cooperation with Caltrans, proposes to improve the Interstate 405 (I-405) from 1-605 to SR-73. The environmentally selected alternative includes reconfiguration of interchanges, intersections widening the freeway for general purpose lanes and re-striping various locations along the corridor. It is anticipated that the environmental approval will take place this summer while OCTA continues the process of advancing preliminary engineering for utilities. Enclosed is one preliminary map covering OCSD conflict areas of the proposed 1-405 Project. Your Company's facilities are within the proposed project area and may be affected by planned construction. These plans are for your use in: ( 1) Verifying your existing facilities as shown on the plans (2) Completing yom Conceptual Preliminary Relocation Plans (3) Identifying related easement requirements ( 4) Developing your claim of liability This is a freeway and all rights of access will be restricted. If the OCT A is liable for any portion of your relocation costs, and if a consulting engineer will prepare any of your plans, a copy of the proposed agreement with your consultant must be furnished to this office as soon as possible. Employment of a consultant for a fee based on a percentage of the relocation cost is not acceptable. If desired, an example of a typical consultant agreement, along with the Certification of Consultant, will be furnished upon your request. It is the intent of the project to replace property rights "in kind" to existing terms. If easements are required to relocate your facilities, please delineate your needs on the plans. This information is necessary as soon as possible so your replacement easements can be planned for by the OCT A along with other lands required for this project. You may submit your easement requirements ahead of your overall conceptual preliminary relocation plans. Please submit the following information for review so a Preliminary Draft Utility Agreement can be prepared: Orange County Transportation Authority 550 South Main Street I P.O. Box 14184 I Orange I California 92863-1584 I (714) 560-OCTA (6282) Page 2 I. Two sets of your conceptual preliminary relocation plans with related easement requirements, if any, and any changes to the existing facilities as shown on the State's preliminary plans. 2. The date your existing facilities were installed. 3. Your occupancy rights for installation: A. Fee-owned land B. Easement (recorded) C. Easement (unrecorded) D. Prescriptive right E. Joint Use Agreement (JUA) or Consent to Common Use Agreement (CCUA) F. Franchise G. State Permit H. County Permit I. City Permit J. Joint Pole Agreement K. Other ( explain) Please provide a copy of your documentation to support your occupancy rights claim for A, B, C, D, or E above, 4. An itemized estimate of cost for the preparation of your conceptual preliminary relocation design so a Design based utility agreement can be prepared. 5. Your work will be performed by: A. Own forces B. Continuing contractor C. Competitive bid contract 6. Your liability claim: OCTA _____ % OCSD _____ % The Project is currently scheduled for construction start in the summer of 2017. Please submit your information to me by no later than September 4, 2015. If you have any questions or require additional information, please feel free to contact me at (714) 560-5406 Your Cooperation is greatly appreciated Sincer~- / ~ M. Joseph Toolson OCT A Project Manager Enclosures: 1) Conflict Map .!:.. (0 ) ... :_; .. . '· ' . ~! : i . i g w ,. • t 5 . ' I f ~ ~ ~ ( ~~ 3~~ ..t!:~ ~E:: v15-v g~~~ ••::,• ~~,,i <I Vl w :::E "' f-Vl 0 u Lo. 0 u . .,, ~ ~ ~ 0 " 'l ~ . , w .. I • ••_r l . Yi [, .. l .,, ' '\ ; 1 . ' <fl "'<fl 0 0 ... ... w w f-., a ::, 0 a: a: a:, m V, z fj " t .. I I I ., "' I !~ J. I I ~ "'"' . ·\. l'> HVSOC. L S ,-----+ > 1-c,t -LO :::! I I-::::, ::> 0 0 II ' w J <( u Vl N0llVHI0dSNl81 JO INJU8Yd30 YINOOJllll :IO ll Y l S 49190819.v2 Exhibit B Insurance Provisions EXHIBIT B Insurance Requirements 1. The Authority shall be the lead agency under the California Environment Quality Act of 1970, California Public Resources Code § 21000 et seq. (CEQA), as amended, for the Project. 2. The Authority shall award a construction contract for the Project to a contractor appropriately registered and licensed to practice in the State of California, including with respect to performance and implementation of the work ("Contractor"). 3. The Authority shall be responsible for the award and administration and performance of the contract, including supervising the implementation of the Project and the Contractor's performance in accordance with the requirements, provisions and restrictions of the contract. The Authority shall diligently proceed with the contract award and Project commencement promptly following the execution of this Agreement. 4. The Authority shall incorporate within the contract documents for the Project a requirement for the Contractor to obtain and keep in full force and effect throughout the life of the Project, for the mutual benefit of the Sanitation District and the Authority, a policy or policies of comprehensive, broad form, commercial general liability insurance written on ISO from CG 00 01, or a substitute form providing liability coverage at least as broad in the amount of $3,000,000 limit per occurrence with a $3,000,000 aggregate and automobile insurance against claims and liabilities for activities of the Contractor in the amount of$ l ,000,000 (combined single limit per occurrence). (A) The policy or policies will name the Sanitation District and their respective elected and appointed officials, officers, agents and employees as additional insureds using ISO form CG 2010 or CG 2033, or a form at least as broad and shall, additionally, contain language providing for waiver of subrogation. The policy or policies will include a primary and non-contributory endorsement using ISO form CG 20 01 04 13, or a form at least as broad, evidencing that the policies are primary and noncontributing with any insurance or self-insurance that may be carried by the Sanitation District or other third parties, and that said insurance may not be canceled or materially changed except upon thirty (30) days written notice to the Authority and the Sanitation District. The policy or policies shall include a Products and Completed Operations endorsement using ISO form GC 2027 (ed. 10/01) or a form at least as broad. (B) The Authority shall also require that workers' compensation benefits are secured by the Contractor as required by law, and provide an endorsement waiving all rights of subrogation against the Parties to this Agreement with regard to any workers' compensation claims, including any such claims against the Sanitation District. (C) Prior to the issuance of the Notice to Proceed to the Contractor, the Authority shall provide the Sanitation District with policies and endorsements naming the 4818-0017-7991.1 Sanitation District as an additional insured for the general liability and automobile liability policies described above. (D) In addition, the Authority shall require its Contractor to obtain pollution liability insurance written on a claims-made or occurrence basis, that covers losses related to the release or the threatened release of pollutants into the environment arising out of or resulting from the Contractor's performance of the Project. The minimum limits of Pollution Liability shall be $2 million per occurrence/$2 million policy aggregate. When this coverage is provided under endorsement to the general liability policy, the $2 million per occurrence must be a sub-limit. The pollution liability policy shall also contain an Additional Insured endorsement and a primary and non-contributory endorsement naming the Parties to this Agreement. (E) If the Contractor maintains higher limits than any minimums above, the Sanitation District will be entitled to coverage for the higher limits maintained by the Contractor. 5. The Authority shall require that any and all labor and materials bonds and performance bonds required to be supplied by the Contractor for the Project shall include the Sanitation District as a named obligee, and Authority shall not release any bonds unless and until the Authority has determined, and the Sanitation District has concurred in writing, that the Modification has been successfully completed without damage or impact to Sanitation District facilities or operations. 4818-0017-7991.l ORANGE COUNTY TRANSPORTATION AUTHORITY UTILITY AGREEMENT District COUNTY ROUTE POST MILE 12 Orange 1-405 9.3-24.2 EA 12-OHIO00 FEDERAL AID NUMBER OWNER'S PLAN NUMBER NIA NIA FEDERAL PARTlCIPA TION On the project [gj YES O NO On the Utilities O YES [gj NO UTILITY AGREEMENT NO. UK204650 DATE Page I of9 PROJ ECT JD 1200000180 This Utility Agreement ("Agreement") is dated -1~--'--""""-"""--'-~-• 2017 and is between the Orange County Transportation Authority ("Auth ity") and the Orange County Sanitation District ("Sanitation District"), which are sometimes referred to individually in this Agreement as a "party" or together as the "parties." The Authority in cooperation with the California Depa11ment of Transportation ("Cal trans") is proposing to improve Interstate 405 between State Route 73 and Interstate 605 ("Project"). The Authority and Caltrans have entered into Cooperative Agreement No. 12-697 relating to the Project under which Caltrans will provide Project oversight, the Authority will perform construction, and upon completion of the Proj ect, Caltrans will continue to own and maintain the Interstate 405. The Sanitation District owns, operates, and mainta ins a regional sewerage system, including the sewerage facilities described in Exhibit A (each a "Facility" and any two or more are the "Facilities"). The Facilities are within the limits of the Project. In order to accommodate construction of the Project, protection of certain Facilities (which the Authority believes will not suffer any direct impact from the Project or its construction) requires cooperation between the Authority and the Sanitation District and, in some cases, may require additional mi tigation measures not anticipated by the Authority to ensure that the Facilities are protected in place ("Protection Measures"). Any Protection Measures related to the Facilities as a result of the Project must be reviewed and approved by the Sanitation District prior to construction. Any construction over, under, or directly proximate to the Faci lities must be inspected by the Sanitation District to ensure safe operation of the Sanitation District's sewerage systems. The Authority and the Sanitation District intend by this Agreement to provide for the conditions under which the Authority may build over, under, or within the zone of influence of th e Facilities as reasonably determined by the Sanitation District and provides the approach by which the parties will cooperate to determine appropriate Protection Measures to protect the Facilities. This Agreement is also intended to facilitate the Authority's payment to the Sanitation District of the Sanitation District's costs related to the review, oversight, and inspection of the Project design as it relates to the Facilities, along with any plans fo r protection of the Facilities. The Authority and the Sanitation District therefore agree as follows: 1. PROTECTION WORK. 4849-3414-9962. I 56067585. v8 UTILITY AGREEMENT (Cont.) Page 2 of9 UTILITY AGREEMENT NO. UK20465O a. Facility Protection. In accordance with the Relocation Claim Letters attached as Exhibit A, dated March 10, 2015 and May 30, 2017, the Authority shall take such steps as are reasonably necessary to protect the Facilities for the improvement of Interstate 405, EA 12~OH 1000, subject to the written approval by the Sanitation District's General Manager (or his designee) ("General Manager") of the final engineering plans and specifications (the "Plans"). b. Sanitation District's Approval of Plans. The Sanitation District's General Manager shall review the proposed Plans related to the Sanitation District's Facilities. The Sanitation District shall make commercially reasonable efforts to review and provide any comments back to Authority within 30 days. The Sanitation District agrees not to unreasonably withhold its approval of the Authority's design of required Protection Plans. Additionally, the Sanitation District agrees to provide a written notice requesting a review period extension in the event its review will extend beyond 30 calendar days. It is intended by the parties that for the purposes of this Agreement, the Sanitation District's review of the Authority's Plans will extend only to those portions of the Authority's Plans that the Sanitation District reasonably concludes may have an impact on one or more of the Facilities. c. Deviation from Plans. It is contemplated that the Plans may be revised due to concerns raised by either party regarding the method of protection proposed by the Authority. The Authority shall not commence any work that deviates from the Plans prior to the Sanitation District's approval, which approval is subject to the Sanitation District's General Manager's sole discretion. The Sanitation District will use commercially reasonable efforts to review and approve revisions to the Plans within 30 days after their delivery to the Sanitation District and written acknowledgment of receipt. If additional time is required, the Sanitation District shall provide the Authority with a written notice identifying the additional time requested. d. If the Sanitation District reasonably determines that the proposed Protection Measures for any Facility will be insufficient to protect that Facility, and that modification of the Facility may be required to ensure its compatibility with the Authority's Project, then upon the Sanitation District's written notice to the Authority, the affected Facility will no longer be subject to this Agreement, and the parties will enter into a separate utility agreement concerning the potential modifications for that Facility. e. Notification of Construction; Access. The Authority shall advise the Sanitation District of the anticipated dates of construction activities related to the Plans at least 30 days prior to the date of construction. The Sanitation District shall at all 4849-34 I 4-9962.1 56067585.vS UTILITY AGREEMENT (Cont.) Page3 of9 UTILITY AGREEMENT NO. UK204650 times have access to its Facilities, and the Authority and its contractor shall not restrict or obstruct the Sanitation District's access to any Facility at any time. f. Ownership and Maintenance. Ownership and Maintenance of the Facilities will remain with the Sanitation District. Prior to the Authority's construction, and within 30 days after the Authority provides notice to do so, the Sanitation District will inspect each Facility by way of CCTV inspection or, if CCTV inspection is not feasible for a particular Facility, by way of other reasonable means of inspection. Upon completion of the construction by the Authority and removal of any temporary protective devices, the Sanitation District shall be provided reasonable time for final inspection of the Facilities to ensure systems have not suffered any damage as a result of the Project's construction. The Sanitation District shall provide written acceptance that the Facilities remain undamaged or generate a punchlist of necessary repair as a result of Project within 30 days of the Authority's request. The Authority shall be responsible for all damages arising out of its Project and shall perform all necessary repairs to any Facility within a reasonable time after notification by the Sanitation District, at the Authority's sole cost. g. Property Rights Acquisition. Nothing in this Agreement is intended to waive or limit the Sanitation District's right to just compensation for all Project-related uses of the Sanitation District's real or personal property. The Authority shall acquire any necessary property rights from the Sanitation District in accordance with state and federal law prior to undertaking construction of the Project on the Sanitation District's property. The Sanitation District does not by this Agreement grant, convey, or transfer any rights to use of the Sanitation District's property and intends only to provide for the method of review and approval of plans, inspection, and reimbursement of the Sanitation District's costs. 2. SANITATION DISTRICT'S COSTS. a. The Facilities are lawfully maintained in their present location and qualify for protection at the Authority's expense under the provisions of Section 703 of the Streets and Highways Code. b. The Authority assumes all costs associated with the protection of any of the Facilities, including the Sanitation District's costs of plan review and inspection. The Sanitation District does not benefit from the Project and therefore will have no liability for any costs arising out of or relating to any protection of the Facilities under or in connection with this Agreement. c. The Sanitation District estimates that the cost of the Sanitation District's work under this Agreement will be $94,682.00 ("Estimated Sanitation District Costs"). 4849-3414-9962. l 56067585. v8 UTILITY AGREEMENT (Cont.) Page 4 of9 UTILITY AGREEMENT NO. UK204650 3. SANITATION DISTRICT'S INSPECTIONS. a. Sanitation District Inspection. The Sanitation District may inspect (and the Authority shall provide the Sanitation District with access to) any phase of the work for the purpose of the Sanitation District's inspection to ensure that the work is in accordance with the specifications contained in the Plans and any related construction contract. The Sanitation District shall direct all questions regarding the work to the Authority's Resident Engineer for his or her evaluation and recommended disposition. b. Public Work. Inspections and field work described above in this Section 3 and performed by Sanitation District employees fall within the exception of Labor Code Section 1720(a)(l) and do not constitute a public work under Section 1720(a)(2) and are not subject to prevailing wages. 4. AUTHORITY'S PAYMENT FOR SANITATION DISTRICT COSTS. a. The Authority shall construct any Protection Measures necessary for the Project at no cost to the Sanitation District and shall pay the Sanitation District for its Actual Costs (as defined in this section) of (l) Administration of this Agreement (including planning, coordination, and communication with the Authority) and review and approval of the Plans (and any revisions to the Plans); and (2) Inspection of the construction of any Protection Measures. b. "Actual Costs" means the total fully-burdened salaries, wages, and equipment costs including overhead and administration. c. It is understood and agreed that the Authority will not pay for any betterment or increase in capacity of the Sanitation District's facilities as part of this Agreement, and that any request by the Sanitation District for changes in the Plans that involve any such betterment or increase in capacity shall, if the Authority accepts such proposed changes, be paid for solely by the Sanitation District. d. The Sanitation District shall not use any out-of-state personnel (or personnel requiring lodging and meal "per diem" expenses) for its plan review, or inspection work under this Agreement. e. All costs incurred by the Sanitation District as a result of the Authority's Initial RCLs of March 10, 2015 to review plans for the Project may be billed pursuant to the terms and conditions of this Agreement. 4849-3414-9962.1 56067585.vS UTILITY AGREEMENT (Cont.) Page 5 of9 f. 4849-3414-9962.1 56067585.vS UTILITY AGREEMENT NO. UK204650 Billing Procedure. (1) Progress Bills. Not more frequently than once a month, but at least quarterly, the Sanitation District will prepare and submit progress bills itemized for costs incurred not to exceed the Sanitation District's recorded costs. The Sanitation District's itemized progress bill must be signed by an authorized official and prepared on the Sanitation District's letterhead, compiled on the basis of Actual Costs incurred and charged or allocated to the plans related to the Facilities in accordance with the policies of the Sanitation District that conform to the accounting principles generally accepted in the United States of America (GAAP) as applicable to governments. (2) Progress Payments. The Authority shall pay the Sanitation District within 45 days after receipt of the Sanitation District's progress bills. Payment of progress bills not to exceed 125% of the Estimated Sanitation District Costs may be made under the terms of this Agreement. The Authority shall pay progress bills that exceed 125% of the Estimated Sanitation District Costs only upon receipt and approval by Authority of documentation supporting the cost increase and after an amendment to this Agreement has been executed by the parties to this Agreement. (3) The Sanitation District shall submit a final bill to the Authority within 365 days after the completion of the Sanitation District's acceptance of the construction described in Section 1. If the Authority has not received a final bill within 365 days after notification of completion of the work, then the Authority shall provide written notification to the Sanitation District of its intent to close its file within 30 days. All remaining costs will be deemed to have been abandoned if not submitted to the Authority for payment prior to such closure of the file. [f the Authority processes a final bill for payment first received from the Sanitation District after closure of the file, payment of the late bill may be subject to allocation and/or approval by the Authority's Board of Directors. (4) The final billing must be in the form of an itemized statement of the total costs charged to the Project, less any amounts covered by progress billings. However, the Authority shall not pay final bills which exceed the estimated cost of this Agreement without documentation of the reason for the increase of said cost from the Sanitation District and approval of that documentation by the Authority. Payment of the amount over the Estimated Sanitation District Costs may be subject to allocation and/or approval by the Authority Board of Directors. UTILITY AGREEMENT (Cont.) Page 6 of9 UTILITY AGREEMENT NO. UK204650 g. If the parties anticipate that the Sanitation District's costs will exceed 125% of the Estimated Sanitation District Costs, then the parties shall negotiate in good faith an amendment to this Agreement prior to the payment of the Sanitation District's final bill. Any and all increases in costs that are the direct result of deviations from the work described in Section 1 of this Agreement shall have the prior concurrence of the Authority and the Sanitation District. h. Sanitation District shall retain detailed billing records for a period of three years from the date of the final payment, and will make the records available for audit by Authority, State and/or Federal auditors. The Sanitation District currently complies with State law applicable to sanitation districts and generally accepted accounting principles, which are generally consistent with existing Federal regulations. Upon notice from the Authority, the Sanitation District shall comply with any additional Federal regulations identified by the Authority as applicable to the Sanitation District's actions in connection with the Project under this agreement. I. 5. TERMINATION. If the Authority's Project is canceled or modified so as to eliminate the need for the Protection of the Facilities, then the Authority will notify the Sanitation District in writing and any party may terminate this Agreement at any time prior to the commencement of construction by providing 30 days written notice to the other party. The Authority shall pay the Sanitation District for all costs incurred up to the date of termination. The billing procedures in Section 4 shall survive the termination of this Agreement. 6. INSURANCE. The Authority shall incorporate within the contract documents for the Project a requirement for the contractor to obtain and keep in full force and effect throughout the life of the Project insurance naming the Sanitation District as an additional insured and in compliance with all insurance requirements in Exhibit B. 7. INDEMNITY. a. The Authority shall be responsible for all costs, expenses, losses, fines, penalties, civil administrative liabilities, and liabilities relating to the construction or maintenance of the Project including any Protection Measure related to the Facilities, and shall indemnify, defend, and hold harmless the Sanitation District, its directors, officers, agents, and employees, from all claims, demands, actions, costs (including attorneys fees), liabilities, losses, damages, including claims for 4849-3414-9962. I 56067585. v8 UTILITY AGREEMENT (Cont.) Page 7 of9 UTILITY AGREEMENT NO. UK20465O personal injury (including death) or property damages, penalties, fines, administrative civil liabilities, and/or remediation costs arising from or in any way associated with the following: (I) Construction of any Protection Measure related to the Facilities, including but not limited to trenching, backfill work above the pipe zone, and pavement work; (2) Any overflows or spills of wastewater from the Facilities arising out of or relating to the construction of the Project; and (3) Any claims for sewer capacity by any former discharger to the Facilities that are impacted by any Protection Measure related to the Facilities. b. This indemnity provision will survive the termination of this Agreement. 8. GENERAL PROVISIONS. a. This Agreement contains the entire agreement between the parties concerning the protection of any of the Facilities, except with respect to compensation for the Authority's use of any of the Sanitation District's property rights. Any amendment to this Agreement must be in a writing executed by both parties. b. Each party has pa1ticipated in negotiating and drafting this Agreement, so if an ambiguity or a question of intent or interpretation arises, this Agreement is to be construed as if the parties had drafted it jointly. c. A waiver of any breach of any provision of this Agreement or of any failure to comply with any requirement of this Agreement will not be deemed a waiver of any other provision or requirement of this Agreement, and no waiver will be valid unless in writing and executed by the waiving party. An extension of time for performance of any obligation or act will not be deemed an extension of time for performance of any other obligation or act. d. Authority represents and warrants that no federal or California state funds will be used to pay Sanitation District under this Agreement. Sanitation District represents and warrants that it will not use federal or California state funds in order to perform any of its obligations under this Agreement. The parties agree that they shall not seek or obtain payment or reimbursement from Caltrans for any work, cost, expense, fee, obligation or liability that arises under this Agreement. e. This Agreement will be executed in duplicate originals, one of which will be retained by each party. 4849-3414-9962. l 56067585. v8 UTILITY AGREEMENT (Cont.) Page 8 of9 UTILITY AGREEMENT NO. UK204650 f. This Agreement will inure to the benefit of and will be binding upon the parties and their respective successors and assigns. g. This Agreement will be governed and construed in accordance with California law. h. Each party shall execute and deliver any instruments, and to perform any actions that may be necessary, or reasonably requested, in order to give full effect to this Agreement. 1. The Sanitation District hereby delegates to its General Manager the authority to approve any deviations from the Plans, in his sole and absolute discretion, as contemplated in section 1 .c. J. All notices or other communication must be in writing and be personally served or delivered by United States mail, or nationally-recognized overnight carrier addressed as follows, with a courtesy copy by email : 4849-3414-9962. I 56067585. v8 Sanitation District: Orange County Sanitation District 10844 Ellis A venue Fountain Valley, CA 92708 Mr. Rob Thompson Director of Engineering Email: RThompson@ocsd.com Tel: 714-593-7310 Authority: Orange County Transportation Authority 550 South Main Street P.O. Box 14184 Orange, CA 92863-1584 Attn: Mr. Dennis Mak Email: DMak@octa.net Tel: 714-560-5446 Any party may, by notice to the others, designate a different address for notices which will be substituted for that specified above. Any notice given as provided in this section will be deemed to have been received, if personally served, as of the date and time of service, or if deposited in the mail as provided above, fo1ty- eight ( 48) hours after deposit in the mail. Signatures on Following Page UTILITY AGREEMENT (Cont.) Page 9 of9 UTILITY AGREEMENT NO. UK204650 SIGNATURE PAGE TO UTILITY AGREEMENT NO. UK204650 IN WITNESS WHEREOF, the parties have executed this Agreement on the dates below. ORANGE COUNTY SANITATION DISTRICT APPROVED ' ArPROVED AS TO FORM: Lewis Brisbois Bisgaard & Smith, LLP By: ~s/4,:a OaireHervey o II ins v Special Counsel 4849-3414-9962. I 56067585.vS ORANGE COUNTY TRANSPORTATION AUTHORITY, a public entity APPROVED By: rbfl-: Jun B Executive Director, Capital Programs Date: fa /2c:v// '? 1 I APPROVED AS TO FORM: By: Special Counsel 56067585.vS Exhibit A Relocation Claim Letters m OCTA Do11no or omccro11s Jeffrey I alloway Clm1m~1n I on Do11cl1.1k Vic·ec:hmr L1<,1 A &111011 O,wc.10, J\11(/ff?1V[)o D,re.;10, M,chacl / lcml('ssry O,rec/nr S10,eJones Oiroc/()( J•1r KM,1po<hs 01f('t/O, r.,uy A Miller Dtrocto, /IIM111my DuOCIOI Sl~IIV/l NQISOII 0,rccto, M,g,rc/ l'ttlido /hro,.;tor /1111Shaw 0111'<'.IOI IO<Jd Sp.um Oitoctor M,c/lc/1~ ~I"''' {),ret:'fl,)t l11111lmt O,re<,/m r,.,,,k u,y (~1C(.IOf GrlJ!IO,Y I W111/~tl>0tto1,1 O,rcWll llym1 Chn111hcdJ111 f:v ()1/K;/Q MM1IJP< Cl I/ff [ X(CIJT/VC CJfflC[ 0.1uo/l ,follrison r:111el r,crn1,.o 011,rcr March I 0, 2015 OCSD 10844 Ellis Avenue Fountain Valley, CA 92708 Allcntion: Subj ect: Mr. Rudy Davila Project Manager 1-405 Improvement Project (EA -OHIO00) Relocation Claim Letter/Utility Connicls Utility ID No. OCSDI 172 Dear Mr. Davila: 201;, MR 17 hM 10: 50 ·:_h~~f 1 Recr.::rili '.\r 1is\ The Orange County Transportation Authority (OCTA) in cooperation with Ca It rans, proposes to improve the Interstate 405 (1-405) from 1-605 to SR-73. The environmentally selected alternative includes reconfiguration of interchanges, intersections widening the freeway fo r general purpose lanes and re-striping various locations along the corridor. It is anticipated that the environmental approval wi ll take place this summer while OCT/\ continues th e process of advancing preliminary engineering for utilities. Enclosed is one prcli111ina1y map covering OCSD conflict areas of the proposed 1-405 Project . Your Company's faci lities are wi thin the proposed project area and may be affected by planned construction. These plans arc for your use in: (I) Verifying your ex isting fac ilities as shown on the plans (2) Complet ing your Conceptual Preliminnry Relocation Plans (3) Identifying related casement requirements (4) Develop ing your claim of liabi lity This is a freeway and all ri ghts or access wi 11 be restricted. If the OCTA is liable for any portion of your relocation costs, and if a consulting engineer will prepare any of your plans, a copy or the proposed agreement with your consu ltant must be furnished lo this office as soon as possible. Employment of a consultant for a fee based on a percentage of the relocation cost is not acceptable. If desired, an example of a typical consultant agreement, along with the Certification of Consu ltant, will be furnished upon your request. II is the intent of the project to replace property rights "in kind" to existing terms. If casements arc requ ired to relocate your fac il ities, ple11sc delineate your needs on the plans. Thi s information is necessary as soon as possible so your replacement easements can be planned for by the OCTA along with other lands required for this project. You may submit your casement requirements ahead of your ovcrnll conceptual preliminary relocation plans. Please submit the following information for review so a Preliminary Draf'l Utility /\grcement ca n be prepared: 0101190 Collnty /'ranspurta/1011 Author,ty 550 Sol/Ill Maul Street I P o. Box 1,118t/ I Orange I Ca/domm 92863-1584 I /714) 560-0CTA (6282) Page 2 I. Two sets of your conceptual prcliminnry l'Clocnlion plans wilh related casement requirements, if any, and any changes to lhe ex isting facilities as shown on the State's preliminary plans. 2. The date your ex isling facilities were inslallcd . 3. Your occupancy righls for inslallalion: A. Fee-owned land B. Easemenl {recorded) C. Easement (unrecorded) D. Prescriptive right E. Joint Use Agreement (JUA) or Consent to Common Use Agreement (CCUA) F. Franchise G. State Permit H. County Permit I. City Permit J. Joint Pole Agreement K. Other (explain) Please provide a copy of your documentation to suppo11 your occupancy rights claim for A, B, C, D, or E above, 4. An itemized estimate of cos t for lhc preparation of yom concepllial preliminary relocation design so a Design based utilily 11grccment can be prepared. 5. Your work will be performed by: A. Own forces B. Continuing contractor C. Competilive bid contract 6. Your liability claim: OCTA ____ % OCSD _____ % The Project is currently scheduled for construction start in the summer of 2017. Please submit your information to me by no later than April 10, 20 15. If yo u hav e any questions or require additional information, please feel free lo conlacl me at (714) 560-5406. Your Coopcralion is greally appreciated. Sincerely, ~ · . Jos~ph Toolson OCTA Project Manager Enclosures: I) Conflict Map(s) /-405 IMPROVEMENT PROJECT ORANGE COUNTY TRANSPORTATION AUTHORITY 550 South Main Street, Orange, CA 92863 May 30, 20 17 Orange County Sanitation District I 0844 Ell is A venue Fountain Valley, CA 92708 Attention: Subject: Mr. Rudy Davila Project Manager 1-405 Improvement Project (EA -OHl000) Relocation Claim Letter/Utility Conflicts m OCTA Utility ID No's: 1109, 1112. 1114, 1115, 1171, 1172, 1249, 4400, 4402, 4403, 4407, 4408,4650,6034,8097 Dear Mr. Davila: The Orange County Transportation Authority (OCTA) has been working closely with your office to develop a mea ns of addressing utilities potentially impacted by the proposed Interstate 405 from Interstate 605 to State Route 73 (Prnject). In order to fac ilitate reviews of fac ilities owned by Orange County Sanitation District (OCSD) which have the potential to be impacted or require protection from constrnction activity, we are providing you with an additional Relocation Clai m letter which addresses fifteen (15) separate facilities. Enclosed arc preliminary maps covering these locations. These plans are for your use in: (I) Verifying your existing fac ilities as shown on the plans (2) Reviewing Prntection Plans as requ ired (3) Identifying related casement requirements For sewer systems within the Project area, it has been pre-determined by the Streets and Highways Code that cost liab ility fa lls upon the Project for protection of sewer facilities as a result of highway construction. Reviews and inspections may be requested by OCSD as a result of the Prnject which may include OCSD or other support staff. If a consulting engineer is planned to be used to represent and support your efforts for review of protection plans, a copy of the proposed agreement with your consultant is requested to be furnished to this office as soon as possible. Since this letter is being sent with regards to prntection of your facilities only, we do not anticipate any property rights mod ifications. We request that you investigate the fo llowing to support our efforts going forward: I. Your occupancy rights for installation: A. Fee-owned land Easement (recorded) Easement (unrecorded) Prescriptive right B. C. D. E. F. G. H. I. J. K. Joint Use Agreement (JUA) or Consent to Common Use Agreement (CCUA) Franchise State Permit County Permit Cily Permit Joint Pole Agreement Other (explain) 2. Source of how your work will be performed to support this agreemenl: A. Own forces B. Continuing contractor C. Competitive bid contract. 3. Your liability claim for this protection work: OCTA 100% OCSD May 30, 2017 Page 2 0% Design for the Project is currently scheduled to begin summer 2017 and construction will start in early 2018. Please submit the information above as soon as available. If you have any questions or require additional information, please feel free to contact .Joe Toolson at (714) 560-5406. Your Cooperation is greatly appreciated. Sinccrcl , --------~ ~ ~ Joe Gallardo ~ --~ ~<. Manager Real Properly Enclosures: Conflict Maps cc: Jillian Gattuso, PMC Kendall Zirkel, OCTA Brent Scharnberg, Stadia Realty ~ ~ >£ I "' I .,. 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SEE SHEETS U-40 THROUGH U-•0 FOR A L 1ST OF UTILITIES IN CONf'L !CT WI TH PROPOSED I liilPROVEMENTS. &. PROTECT IN PLACE ANY UTILITY I MANHOLE, ELECTRICAL SIGNALS, ELECTRICAL CABINETS, ETC. l NEAR AREA Of' CONSTRUCTION. IF ANY UTILITY IS DAMAGED DURING CONSTRUCTION THEN ~ ~~ ~~ ~ :;; I· -I IT IS REOUIRED THAT IT BE REPLACED IN KIND. a: r "' . ' ::, CITY OF COSTA MESA 'O - ---.... ... .,..--~-:,_'";-""'r",",.$. ::: ~ SB ROUTE 405 ~ • _ ••-LINE ~ ,_.,. ---S -.----r -,-~-490 1 , 2 3 ' 4 S ' 6 1 8 9 500 -' _ -2---3 --4---· --& --7-~ NB ROUTE 405 ; ,. , -~'.t ;:.. -1--~. : U!.f:IIIN.UC "(1U5£1MUICI 0CN FIL[ -CU·OIA41•ft "' ~ "' "' " ~ ...... 0 "' => z "' ~ C:.---:'!~ ,-=-..:;::-:-.;:,. L 0 .•,, ; ~..:;~ ;:. u ,,_;·--' :.----... -' ~ ~ ICIO(L t,IM( 'i-C.OIOt'" C•I•" "O ,._QP 0,t,l( 11'1.0nto < ot1u1101, R£L•TIV£ 80AO£R SC•i..t IS IN INCH(S .. -~ -- UN IT 2994 ---z --· .. :- PROJECT NUMBER & PHA5'( UTILITY U-1A ~ " SCALE : 1 "=100' 00000000001 i; ~n ~I ~~ ~! ? 8 I 0 _Q_ ~: ~! 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OA 1[ ~ SI_.,( 0, CM.l'Oflll• QII US QrrllTI$ OIi MXJlf'S $1,1,,it 111111 llr llfS,/IOf,tSflt£ re,, INC,ICCUl,Kr0/ICOIJll!t£ff~1Sor~ tr,l("S or IN/$ /l(M S/l<rt, ., .... 2 :, .., .., 3i .., ~ ~ ~ ~ OAAHCC counY TRANSPOftT AT IOfil AUTHOR I TT SSO SOUTH iU,IM STIIECt OftAHC(, CA t286l UTILITY U-19 SCALE: 1 "=1 oo· UNI I 2994 PROJECT NUMBER & PHASE 00000000001 .. ? :;~ ~~ ~! Do ~~ ~~ ~! 56067585. v8 Exhibit B Insurance Provisions EXHIBITB Insurance Requirements 1. The Authority shall be the lead agency under the California Environment Quality Act of 1970, California Public Resources Code § 21000 et seq. (CEQA), as amended, for the Project. 2. The Authority shall award a construction contract for the Project to a contractor appropriately registered and licensed to practice in the State of California, including with respect to performance and implementation of the work ("Contractor"). 3. The Authority shall be responsible for the award and administration and performance of the contract, including supervising the implementation of the Project and the Contractor's performance in accordance with the requirements, provisions and restrictions of the contract. The Authority shall diligently proceed with the contract award and Project commencement promptly following the execution of this Agreement. 4. The Authority shall incorporate within the contract documents for the Project a requirement for the Contractor to obtain and keep in full force and effect throughout the life of the Project, for the mutual benefit of the Sanitation District and the Authority, a policy or policies of comprehensive, broad form, commercial general liability insurance written on ISO from CG 00 01, or a substitute form providing liability coverage at least as broad in the amount of $3,000,000 limit per occurrence with a $3,000,000 aggregate and automobile insurance against claims and liabilities for activities of the Contractor in the amount of$1,000,000 (combined single limit per occurrence). (A) The policy or policies will name the Sanitation District and their respective elected and appointed officials, officers, agents and employees as additional insureds using ISO form CG 2010 or CG 2033, or a form at least as broad and shall, additionally, contain language providing for waiver of subrogation. The policy or policies will include a primary and non-contributory endorsement using ISO form CG 20 0 I 04 13, or a form at least as broad, evidencing that the policies are primary and noncontributing with any insurance or self-insurance that may be carried by the Sanitation District or other third parties, and that said insurance may not be canceled or materially changed except upon thirty (30) days written notice to the Authority and the Sanitation District. The policy or policies shall include a Products and Completed Operations endorsement using ISO form GC 2027 (ed. 10/01) or a form at least as broad. (B) The Authority shall also require that workers' compensation benefits are secured by the Contractor as required by law, and provide an endorsement waiving all rights of subrogation against the Parties to this Agreement with regard to any workers' compensation claims, including any such claims against the Sanitation District. (C) Prior to the issuance of the Notice to Proceed to the Contractor, the Authority shall provide the Sanitation District with policies and endorsements naming the 4818-0017-799 I I Sanitation District as an additional insured for the general liability and automobile liability policies described above. (D) In addition, the Authority shall require its Contractor to obtain pollution liability insurance written on a claims-made or occurrence basis, that covers losses related to the release or the threatened release of pollutants into the environment arising out of or resulting from the Contractor's performance of the Project. The minimum limits of Pollution Liability shall be $2 million per occurrence/$2 million policy aggregate. When this coverage is provided under endorsement to the general liability policy, the $2 million per occurrence must be a sub-limit. The pollution liability policy shall also contain an Additional Insured endorsement and a primary and non-contributory endorsement naming the Parties to this Agreement. (E) If the Contractor maintains higher limits than any minimums above, the Sanitation District will be entitled to coverage for the higher limits maintained by the Contractor. 5. The Authority shall require that any and all labor and materials bonds and performance bonds required to be supplied by the Contractor for the Project shall include the Sanitation District as a named obligee, and Authority shall not release any bonds unless and until the Authority has determined, and the Sanitation District has concurred in writing, that the Modification has been successfully completed without damage or impact to Sanitation District facilities or operations. 4818-0017-7991.1 OPERATIONS COMMITTEE Agenda Report Administration Building 10844 Ellis Avenue Fountain Valley, CA 92708 (714) 593-7433 File #:2022-2199 Agenda Date:4/6/2022 Agenda Item No:3. FROM:James D. Herberg, General Manager Originator: Kathy Millea, Director of Engineering SUBJECT: SANTA ANA TRUNK REHABILITATION AT PLANT NO. 1, PROJECT NO. FE20-07 GENERAL MANAGER'S RECOMMENDATION RECOMMENDATION: Recommend to the Board of Directors to: A. Receive and file Bid Tabulation and Recommendation for Santa Ana Trunk Rehabilitation at Plant No. 1, Project No. FE20-07; B. Award a Construction Contract to Sancon Technologies, Inc. for Santa Ana Trunk Rehabilitation at Plant No. 1, Project No. FE20-07, for an amount not to exceed $395,082; and C. Approve a contingency of $79,016 (20%). BACKGROUND The Santa Ana Trunk, which carries sewage from the southern portion of Santa Ana and the northern portion of Costa Mesa to Orange County Sanitation District (OC San) Plant No. 1, was originally constructed in the early 1950s. The final 300-foot section of this sewer just west of the Santa Ana River is constructed of unlined 48-inch diameter concrete pipe. RELEVANT STANDARDS ·Comply with California Public Contract Code Section 20103.8, award construction contract to lowest responsive, responsible bidder ·Maintain a proactive asset management program PROBLEM A condition assessment of this sewer and associated maintenance structures revealed severe defects, including exposed aggregate and reinforcement steel in the pipeline, as well as exposed aggregate and liner detachment in the maintenance structures. Orange County Sanitation District Printed on 3/29/2022Page 1 of 3 powered by Legistar™ OC6SAN ORANGE COUNTY SANITATION DISTRICT File #:2022-2199 Agenda Date:4/6/2022 Agenda Item No:3. PROPOSED SOLUTION Award a construction contract for Santa Ana Trunk Rehabilitation at Plant No.1,Project No.FE20- 07.The project will install a cured-in-place liner in approximately 300 feet of trunk sewer and perform rehabilitation of two maintenance structures at Plant No.1.To accommodate installation of the liner, staff has determined that flows in the sewer can be completely diverted to a parallel sewer,so bypass pumping will not be required. The flow diversion must be coordinated with major shutdowns for Headworks Rehabilitation at Plant No.1,Project No.P1-105.To avoid impacting this much larger construction project,the lining and associated diversion must be conducted during the wet season.This coordination might require staff to authorize changes on short notice.For that reason,staff is requesting a higher-than-usual contingency of 20% of the contract value. TIMING CONCERNS The schedule driver for this project is to resolve the current deficiencies to reduce the risk of pipeline failure. RAMIFICATIONS OF NOT TAKING ACTION Without this project, the pipeline is at risk of failure, which would cause a major sewage spill. PRIOR COMMITTEE/BOARD ACTIONS N/A ADDITIONAL INFORMATION OC San advertised Project No.FE20-07 for bids on January 11,2022 and one sealed bid was received on March 1, 2022. A summary of the bid opening follows: Engineer’s Estimate $345,000 Bidder Amount of Bid Sancon Technologies, Inc.$ 395,082 The bid was evaluated in accordance with the OC San’s policies and procedures.A notice was sent to all bidders on March 14,2022,informing them of the intent of OC San staff to recommend award of the Construction Contract to Sancon Technologies, Inc. The work includes installing large diameter pipe and manhole liners performed by specialty contractors.Since there are limited contractors qualified to perform this work,OC San staff surveyed prospective bidders prior to receiving bids,and four firms were expected to bid.After receipt of a single bid,a post-bid survey was conducted.In the post-bid survey,potential bidders stated that due to the unique nature of the work and overall market volatility,they were not able to secure pricing from potential subcontractors.The one bid was from a contractor that will self-perform the specialized work. Orange County Sanitation District Printed on 3/29/2022Page 2 of 3 powered by Legistar™ File #:2022-2199 Agenda Date:4/6/2022 Agenda Item No:3. The bid was 15%higher than the engineer’s estimate,which is within the accuracy of the engineer’s estimate.For that reason,staff has concluded that the price is fair and reasonable.Resoliciting bids would likely not significantly reduce the price and would require additional staff time and substantially delay the repairs. Staff recommends awarding a Construction Contract to the responsive and responsible bidder, Sancon Technologies, Inc., for a total amount not to exceed $395,082. CEQA The project is exempt from CEQA under the Class 1 categorical exemptions set forth in California Code of Regulations Section 15301.A Notice of Exemption will be filed with the OC Clerk-Recorder after OC San Board of Directors approval of the construction contract. FINANCIAL CONSIDERATIONS This request complies with the authority levels of OC San’s Purchasing Ordinance.This item has been budgeted (Budget Update,Fiscal Year 2021-2022,Appendix A,Page A ‑ 8,Small Construction Projects Program, Project No. M-FE) and the budget is sufficient for the recommended action. ATTACHMENT The following attachment(s)may be viewed on-line at the OC San website (www.ocsan.gov)with the complete agenda package: ·Construction Contract CF:jw Orange County Sanitation District Printed on 3/29/2022Page 3 of 3 powered by Legistar™ C-CA-102621 PART A CONTRACT AGREEMENT C-CA-102621 TABLE OF CONTENTS CONTRACT AGREEMENT SECTION – 1 GENERAL ....................................................................................... 1 SECTION – 2 MATERIALS AND LABOR ................................................................ 4 SECTION – 3 PROJECT ........................................................................................ 4 SECTION – 4 PLANS AND SPECIFICATIONS ....................................................... 5 SECTION – 5 TIME OF COMMENCEMENT AND COMPLETION .......................... 5 SECTION – 6 TIME IS OF THE ESSENCE ............................................................ 5 SECTION – 7 EXCUSABLE DELAYS ..................................................................... 6 SECTION – 8 EXTRA WORK ................................................................................. 6 SECTION – 9 CHANGES IN PROJECT.................................................................. 7 SECTION – 10 LIQUIDATED DAMAGES FOR DELAY ............................................ 7 SECTION – 11 CONTRACT PRICE AND METHOD OF PAYMENT ......................... 7 SECTION – 12 SUBSTITUTION OF SECURITIES IN LIEU OF RETENTION OF FUNDS ............................................................................................. 9 SECTION – 13 COMPLETION ................................................................................ 10 SECTION – 14 CONTRACTOR’S EMPLOYEES COMPENSATION ....................... 10 SECTION – 15 SURETY BONDS ........................................................................... 12 SECTION – 16 INSURANCE .................................................................................. 13 SECTION – 17 RISK AND INDEMNIFICATION ...................................................... 21 SECTION – 18 TERMINATION ............................................................................... 21 SECTION – 19 WARRANTY ................................................................................... 22 SECTION – 20 ASSIGNMENT ................................................................................ 23 SECTION – 21 RESOLUTION OF DISPUTES........................................................ 23 SECTION – 22 SAFETY & HEALTH ....................................................................... 23 SECTION – 23 NOTICES ....................................................................................... 23 C-CA-102621 PROJECT NO. FE20-07 SANTA ANA TRUNK REHABILITATION AT PLANT NO. 1 CONFORMED Page 1 of 25 CONTRACT AGREEMENT ORANGE COUNTY SANITATION DISTRICT PROJECT NO. FE20-07 SANTA ANA TRUNK REHABILITATION AT PLANT NO. 1 THIS AGREEMENT is made and entered into, to be effective, this April 27, 2022, by and between Sancon Technologies, Inc., hereinafter referred to as “CONTRACTOR” and the Orange County Sanitation District, hereinafter referred to as “OC SAN”. WITNESSETH That for and in consideration of the promises and agreements hereinafter made and exchanged, OC SAN and CONTRACTOR agree as follows: SECTION – 1 GENERAL CONTRACTOR certifies and agrees that all the terms, conditions and obligations of the Contract Documents as hereinafter defined, the location of the job site, and the conditions under which the Work is to be performed have been thoroughly reviewed, and enters into this Contract based upon CONTRACTOR’s investigation of all such matters and is in no way relying upon any opinions or representations of OC SAN. It is agreed that this Contract represents the entire agreement. It is further agreed that the Contract Documents are each incorporated into this Contract by reference, with the same force and effect as if the same were set forth at length herein, and that CONTRACTOR and its Subcontractors, if any, will be and are bound by any and all of said Contract Documents insofar as they relate in any part or in any way, directly or indirectly, to the Work covered by this Contract. A. Contract Documents Order of Precedence “Contract Documents” refers to those documents identified in the definition of “Contract Documents” in the General Conditions – Definitions. C-CA-102621 PROJECT NO. FE20-07 SANTA ANA TRUNK REHABILITATION AT PLANT NO. 1 CONFORMED Page 2 of 25 1. In the event of a conflict between one Contract Document and any of the other Contract Documents, the provisions in the document highest in precedence shall be controlling. The order of precedence of the Contract Documents is as follows: a. Supplemental Agreements – the last in time being the first in precedence b. Addenda issued prior to the date for submittal of Bids – the last in time being the first in precedence c. Contract Agreement d. Permits and other regulatory requirements e. Special Provisions f. General Conditions (GC) g. Notice Inviting Bids and Instruction to Bidders h. Geotechnical Baseline Report (GBR), if attached as a Contract Document i. Plans and Specifications – in these documents the order of precedence shall be: i. Specifications (Divisions 01-17) ii. Plans iii. General Requirements (GR) iv. Standard Drawings and Typical Details j. CONTRACTOR’s Bid 2. In the event of a conflict between terms within an individual Contract Document, the conflict shall be resolved by applying the following principles as appears applicable: a. Figured dimensions on the Contract Documents shall govern. Dimensions not specified shall be as directed by the ENGINEER. Details not shown or specified shall be the same as similar parts that are shown or specified, or as directed. Full-size details shall take precedence over scale Drawings as to C-CA-102621 PROJECT NO. FE20-07 SANTA ANA TRUNK REHABILITATION AT PLANT NO. 1 CONFORMED Page 3 of 25 shape and details of construction. Specifications shall govern as to material and workmanship. b. The Contract Documents calling for the higher quality material or workmanship shall prevail. Materials or Work described in words, which so applied, have a well-known technical or trade meaning shall be deemed to refer to such recognized standards. In the event of any discrepancy between any Drawings and the figures thereon, the figures shall be taken as correct. c. Scale Drawings, full-size details, and Specifications are intended to be fully complementary and to agree. Should any discrepancy between Contract Documents come to the CONTRACTOR’s attention, or should an error occur in the efforts of others, which affect the Work, the CONTRACTOR shall notify the ENGINEER, in writing, at once. In the event any doubts or questions arise with respect to the true meaning of the Contract Documents, reference shall be made to the ENGINEER whose written decision shall be final. If the CONTRACTOR proceeds with the Work affected without written instructions from the ENGINEER, the CONTRACTOR shall be fully responsible for any resultant damage or defect. d. Anything mentioned in the Specifications and not indicated in the Plans, or indicated in the Plans and not mentioned in the Specifications, shall be of like effect as if indicated and mentioned in both. In case of discrepancy in the Plans or Specifications, the matter shall be immediately submitted to OC SAN’s ENGINEER, without whose decision CONTRACTOR shall not adjust said discrepancy save only at CONTRACTOR’s own risk and expense. The decision of the ENGINEER shall be final. C-CA-102621 PROJECT NO. FE20-07 SANTA ANA TRUNK REHABILITATION AT PLANT NO. 1 CONFORMED Page 4 of 25 In all matters relating to the acceptability of material, machinery or plant equipment; classifications of material or Work; the proper execution, progress or sequence of the Work; and quantities interpretation of the Contract Documents, the decision of the ENGINEER shall be final and binding, and shall be a condition precedent to any payment under the Contract, unless otherwise ordered by the Board of Directors. B. Definitions Capitalized terms used in this Contract are defined in the General Conditions, Definitions. Additional terms may be defined in the Special Provisions. SECTION – 2 MATERIALS AND LABOR CONTRACTOR shall furnish, under the conditions expressed in the Plans and Specifications, at CONTRACTOR’S own expense, all labor and materials necessary, except such as are mentioned in the Specifications to be furnished by OC SAN, to construct and complete the Project, in good workmanlike and substantial order. If CONTRACTOR fails to pay for labor or materials when due, OC SAN may settle such claims by making demand upon the Surety to this Contract. In the event of the failure or refusal of the Surety to satisfy said claims, OC SAN may settle them directly and deduct the amount of payments from the Contract Price and any amounts due to CONTRACTOR. In the event OC SAN receives a stop payment notice from any laborer or material supplier alleging non-payment by CONTRACTOR, OC SAN shall be entitled to deduct all of its costs and expenses incurred relating thereto, including but not limited to administrative and legal fees. SECTION – 3 PROJECT The Project is described as: PROJECT NO. FE20-07 SANTA ANA TRUNK REHABILITATION AT PLANT NO. 1 C-CA-102621 PROJECT NO. FE20-07 SANTA ANA TRUNK REHABILITATION AT PLANT NO. 1 CONFORMED Page 5 of 25 SECTION – 4 PLANS AND SPECIFICATIONS The Work to be done is shown in a set of Plans and Specifications entitled: PROJECT NO. FE20-07 SANTA ANA TRUNK REHABILITATION AT PLANT NO. 1 Said Plans and Specifications and any revision, amendments and addenda thereto are attached hereto and incorporated herein as part of this Contract and referred to by reference. SECTION – 5 TIME OF COMMENCEMENT AND COMPLETION CONTRACTOR agrees to commence the Project within 15 calendar days from the date set forth in the “Notice to Proceed” sent by OC SAN, unless otherwise specified therein and shall diligently prosecute the Work to completion within one hundred eighty (180) calendar days from the date of the “Notice to Proceed” issued by OC SAN, excluding delays caused or authorized by OC SAN as set forth in Sections 7, 8, and 9 hereof, and applicable provisions in the General Conditions. The time for completion includes ten (10) calendar days determined by OC SAN likely to be inclement weather when CONTRACTOR will be unable to work. SECTION – 6 TIME IS OF THE ESSENCE Time is of the essence of this Contract. As required by the Contract Documents, CONTRACTOR shall prepare and obtain approval of all shop drawings, details and samples, and do all other things necessary and incidental to the prosecution of CONTRACTOR’s Work in conformance with an approved construction progress schedule. CONTRACTOR shall coordinate the Work covered by this Contract with that of all other contractors, subcontractors and of OC SAN, in a manner that will facilitate the efficient completion of the entire Work and accomplish the required milestone(s), if any, by the applicable deadline(s) in accordance with Section 5 herein. OC SAN shall have the right to assert complete control of the premises on which the Work is to be performed and shall have the right to decide the time or order in which the various portions of the Work shall be installed or the priority of the work of subcontractors, C-CA-102621 PROJECT NO. FE20-07 SANTA ANA TRUNK REHABILITATION AT PLANT NO. 1 CONFORMED Page 6 of 25 and, in general, all matters representing the timely and orderly conduct of the Work of CONTRACTOR on the premises. SECTION – 7 EXCUSABLE DELAYS CONTRACTOR shall only be excused for any delay in the prosecution or completion of the Project as specifically provided in General Conditions, “Extension of Time for Delay”, and the General Requirements, “By CONTRACTOR or Others – Unknown Utilities during Contract Work”. Extensions of time and extra compensation arising from such excusable delays will be determined in accordance with the General Conditions, “Extension of Time for Delay” and “Contract Price Adjustments and Payments”, and extensions of time and extra compensation as a result of incurring undisclosed utilities will be determined in accordance with General Requirements, “By CONTRACTOR or Others – Unknown Utilities during Contract Work”. OC SAN’s decision will be conclusive on all parties to this Contract. SECTION – 8 EXTRA WORK The Contract Price as set forth in Section 11, includes compensation for all Work performed by CONTRACTOR, unless CONTRACTOR obtains a Change Order signed by a designated representative of OC SAN specifying the exact nature of the Extra Work and the amount of extra compensation to be paid all as more particularly set forth in Section 9 hereof and the General Conditions, “Request for Change (Changes at CONTRACTOR’s Request)”, “OWNER Initiated Changes”, and “Contract Price Adjustments and Payments”. In the event a Change Order is issued by OC SAN pursuant to the Contract Documents, OC SAN shall extend the time fixed in Section 5 for completion of the Project by the number of days, if any, reasonably required for CONTRACTOR to perform the Extra Work, as determined by OC SAN’s ENGINEER. The decision of the ENGINEER shall be final. C-CA-102621 PROJECT NO. FE20-07 SANTA ANA TRUNK REHABILITATION AT PLANT NO. 1 CONFORMED Page 7 of 25 SECTION – 9 CHANGES IN PROJECT OC SAN may at any time, without notice to any Surety, by Change Order, make any changes in the Work within the general scope of the Contract Document, including but not limited to changes: 1. In the Specifications (including Drawings and designs); 2. In the time, method or manner of performance of the Work; 3. In OC SAN-furnished facilities, equipment, materials, services or site; or 4. Directing acceleration in the performance of the Work. No change of period of performance or Contract Price, or any other change in the Contract Documents, shall be binding until the Contract is modified by a fully executed Change Order. All Change Orders shall be issued in accordance with the requirements set forth in the General Conditions, “Request for Change (Changes at CONTRACTOR’s Request)” and “OWNER Initiated Changes”. SECTION – 10 LIQUIDATED DAMAGES FOR DELAY Liquidated Damages shall be payable in the amounts and upon the occurrence of such events or failure to meet such requirements or deadlines as provided in the Special Provisions, “Liquidated Damages and Incentives.” SECTION – 11 CONTRACT PRICE AND METHOD OF PAYMENT A. OC SAN agrees to pay and the CONTRACTOR agrees to accept as full consideration for the faithful performance of this Contract, subject to any additions or deductions as provided in approved Change Orders, the sum of Three Hundred Ninety Five Thousand Eighty-Two Dollars ($395,082) as itemized on the Attached Exhibit “A”. Upon satisfaction of the conditions precedent to payment set forth in the General Requirements, Additional General Requirements and General Conditions (including but C-CA-102621 PROJECT NO. FE20-07 SANTA ANA TRUNK REHABILITATION AT PLANT NO. 1 CONFORMED Page 8 of 25 not limited to Sections entitled “Mobilization Payment Requirements” and “Payment Itemized Breakdown of Contract Lump Sum Prices”), there shall be paid to the CONTRACTOR an initial Net Progress Payment for mobilization. OC SAN shall issue at the commencement of the job a schedule which shows: 1. A minimum of one payment to be made to the CONTRACTOR for each successive four (4) week period as the Work progresses, and 2. The due dates for the CONTRACTOR to submit requests for payment to meet the payment schedule. After the initial Net Progress Payment, and provided the CONTRACTOR submits the request for payment prior to the end of the day required to meet the payment schedule, the CONTRACTOR shall be paid a Net Progress Payment on the corresponding monthly payment date set forth in the schedule. Payments shall be made on demands drawn in the manner required by law, accompanied by a certificate signed by the ENGINEER, stating that the Work for which payment is demanded has been performed in accordance with the terms of the Contract Documents, and that the amount stated in the certificate is due under the terms of the Contract. Payment applications shall also be accompanied with all documentation, records, and releases as required by the Contract, Exhibit A, Schedule of Prices, and General Conditions, “Payment for Work – General”. The Total amount of Progress Payments shall not exceed the actual value of the Work completed as certified by OC SAN’s ENGINEER. The processing of payments shall not be considered as an acceptance of any part of the Work. C-CA-102621 PROJECT NO. FE20-07 SANTA ANA TRUNK REHABILITATION AT PLANT NO. 1 CONFORMED Page 9 of 25 B. As used in this Section, the following defined terms shall have the following meanings: 1. “Net Progress Payment” means a sum equal to the Progress Payment less the Retention Amount and other qualified deductions (Liquidated Damages, stop payment notices, etc.). 2. “Progress Payment” means a sum equal to: a. the value of the actual Work completed since the commencement of the Work as determined by OC SAN; b. plus the value of material suitably stored at the worksite, treatment plant or approved storage yards subject to or under the control of OC SAN since the commencement of the Work as determined by OC SAN; c. less all previous Net Progress Payments; d. less all amounts of previously qualified deductions; e. less all amounts previously retained as Retention Amounts. 3. “Retention Amount” for each Progress Payment means the percentage of each Progress Payment to be retained by OC SAN to assure satisfactory completion of the Contract. The amount to be retained from each Progress Payment shall be determined as provided in the General Conditions –“Retained Funds; Substitution of Securities.” SECTION – 12 SUBSTITUTION OF SECURITIES IN LIEU OF RETENTION OF FUNDS Pursuant to Public Contract Code Section 22300 et seq., the CONTRACTOR may, at its sole expense, substitute securities as provided in General Conditions – “Retained Funds; Substitution of Securities.” C-CA-102621 PROJECT NO. FE20-07 SANTA ANA TRUNK REHABILITATION AT PLANT NO. 1 CONFORMED Page 10 of 25 SECTION – 13 COMPLETION Final Completion and Final Acceptance shall occur at the time and in the manner specified in the General Conditions, “Final Acceptance and Final Completion”, “Final Payment” and Exhibit A - Schedule of Prices. Upon receipt of all documentation, records, and releases as required by the Contract from the CONTRACTOR, OC SAN shall proceed with the Final Acceptance as specified in General Conditions. SECTION – 14 CONTRACTOR’S EMPLOYEES COMPENSATION A. Davis-Bacon Act: CONTRACTOR will pay and will require all Subcontractors to pay all employees on said Project a salary or wage at least equal to the prevailing rate of per diem wages as determined by the Secretary of Labor in accordance with the Davis-Bacon Act for each craft or type of worker needed to perform the Contract. The provisions of the Davis-Bacon Act shall apply only if the Contract is in excess of Two Thousand Dollars ($2,000.00) and when twenty-five percent (25%) or more of the Contract is funded by federal assistance. If the aforesaid conditions are met, a copy of the provisions of the Davis-Bacon Act to be complied with are incorporated herein as a part of this Contract and referred to by reference. B. General Prevailing Rate: OC SAN has been advised by the State of California Director of Industrial Relations of its determination of the general prevailing rate of per diem wages and the general prevailing rate for legal holiday and overtime Work in the locality in which the Work is to be performed for each craft or type of Work needed to execute this Contract, and copies of the same are on file in the Office of the ENGINEER of OC SAN. The CONTRACTOR agrees that not less than said prevailing rates shall be paid to workers employed on this C-CA-102621 PROJECT NO. FE20-07 SANTA ANA TRUNK REHABILITATION AT PLANT NO. 1 CONFORMED Page 11 of 25 public works Contract as required by Labor Code Section 1774 of the State of California. Per California Labor Code 1773.2, OC SAN will have on file copies of the prevailing rate of per diem wages at its principal office and at each job site, which shall be made available to any interested party upon request. C. Forfeiture for Violation: CONTRACTOR shall, as a penalty to OC SAN, forfeit Two Hundred Dollars ($200.00) for each calendar day or portion thereof for each worker paid (either by the CONTRACTOR or any Subcontractor under it) less than the prevailing rate of per diem wages as set by the Director of Industrial Relations, in accordance with Sections 1770-1780 of the California Labor Code for the Work provided for in this Contract, all in accordance with Section 1775 of the Labor Code of the State of California. D. Apprentices: Sections 1777.5, 1777.6, 1777.7 of the Labor Code of the State of California, regarding the employment of apprentices are applicable to this Contract and the CONTRACTOR shall comply therewith if the prime contract involves Thirty Thousand Dollars ($30,000.00) or more. E. Workday: In the performance of this Contract, not more than eight (8) hours shall constitute a day’s work, and the CONTRACTOR shall not require more than eight (8) hours of labor in a day from any person employed by him hereunder except as provided in paragraph (B) above. CONTRACTOR shall conform to Article 3, Chapter 1, Part 7 (Section 1810 et seq.) of the Labor Code of the State of California and shall forfeit to OC SAN as a penalty, the sum of Twenty-five Dollars ($25.00) for each worker employed in the execution of this Contract by CONTRACTOR or any Subcontractor for each calendar day during which any worker is required or permitted to labor more than eight (8) hours in any one calendar day and forty C-CA-102621 PROJECT NO. FE20-07 SANTA ANA TRUNK REHABILITATION AT PLANT NO. 1 CONFORMED Page 12 of 25 (40) hours in any one week in violation of said Article. CONTRACTOR shall keep an accurate record showing the name and actual hours worked each calendar day and each calendar week by each worker employed by CONTRACTOR in connection with the Project. F. Registration; Record of Wages; Inspection: CONTRACTOR shall comply with the registration requirements of Labor Code Section 1725.5. Pursuant to Labor Code Section 1771.4, the Work is subject to compliance monitoring by the California Department of Industrial Relations. CONTRACTOR shall maintain accurate payroll records and shall submit payroll records to the Labor Commissioner pursuant to Labor Code Section 1771.4(a)(3). Penalties for non-compliance with the requirements of Section 1776 may be deducted from progress payments per Section 1776. CONTRACTOR shall comply with the job site notices posting requirements established by the Labor Commissioner per Title 8, California Code of Regulations Section 16461(e). SECTION – 15 SURETY BONDS CONTRACTOR shall, before entering upon the performance of this Contract, furnish Bonds approved by OC SAN’s General Counsel – one in the amount of one hundred percent (100%) of the Contract amount, to guarantee the faithful performance of the Work, and the other in the amount of one hundred percent (100%) of the Contract amount to guarantee payment of all claims for labor and materials furnished. As changes to the Contract occur via approved Change Orders, the CONTRACTOR shall assure that the amounts of the Bonds are adjusted to maintain 100% of the Contract Price. This Contract shall not become effective until such Bonds are supplied to and approved by OC SAN. Bonds must be issued by a Surety authorized by the State Insurance Commissioner to do business in California. The Performance Bond shall remain in full force and effect through the warranty period, as specified in Section 19 below. All Bonds required to be submitted relating to this Contract must comply with California Code of C-CA-102621 PROJECT NO. FE20-07 SANTA ANA TRUNK REHABILITATION AT PLANT NO. 1 CONFORMED Page 13 of 25 Civil Procedure Section 995.630. Each Bond shall be executed in the name of the Surety insurer under penalty of perjury, or the fact of execution of each Bond shall be duly acknowledged before an officer authorized to take and certify acknowledgments, and either one of the following conditions shall be satisfied: A. A copy of the transcript or record of the unrevoked appointment, power of attorney, by- laws, or other instrument, duly certified by the proper authority and attested by the seal of the insurer entitling or authorizing the person who executed the Bond to do so for and on behalf of the insurer, is on file in the Office of the County Clerk of the County of Orange; or B. A copy of a valid power of attorney is attached to the Bond. SECTION – 16 INSURANCE CONTRACTOR shall purchase and maintain, for the duration of the Contract, insurance against claims for injuries to persons, or damages to property which may arise from or in connection with the performance of the Work hereunder, and the results of that Work by CONTRACTOR, its agents, representatives, employees, or Subcontractors, in amounts equal to the requirements set forth below. CONTRACTOR shall not commence Work under this Contract until all insurance required under this Section is obtained in a form acceptable to OC SAN, nor shall CONTRACTOR allow any Subcontractor to commence Work on a subcontract until all insurance required of the Subcontractor has been obtained. CONTRACTOR shall maintain all of the foregoing insurance coverages in force through the point at which the Work under this Contract is fully completed and accepted by OC SAN pursuant to the provisions of the General Conditions, “Final Acceptance and Final Completion”. Furthermore, CONTRACTOR shall maintain all of the foregoing insurance coverages in full force and effect throughout the warranty period, commencing on the date of Final Acceptance. The requirement for carrying the foregoing insurance shall not derogate from the provisions for indemnification of OC SAN by CONTRACTOR under Section 17 of this Contract. Notwithstanding nor diminishing the C-CA-102621 PROJECT NO. FE20-07 SANTA ANA TRUNK REHABILITATION AT PLANT NO. 1 CONFORMED Page 14 of 25 obligations of CONTRACTOR with respect to the foregoing, CONTRACTOR shall subscribe for and maintain in full force and effect during the life of this Contract, inclusive of all changes to the Contract Documents made in accordance with the provisions of the General Conditions, “Request for Change (Changes at CONTRACTOR’s Request)” and/or “OWNER Initiated Changes”, the following insurance in amounts not less than the amounts specified. OC SAN reserves the right to amend the required limits of insurance commensurate with the CONTRACTOR’s risk at any time during the course of the Project. No vehicles may enter OC SAN premises/worksite without possessing the required insurance coverage. CONTRACTOR’s insurance shall also comply with all insurance requirements prescribed by agencies from whom permits shall be obtained for the Work and any other third parties from whom third party agreements are necessary to perform the Work (collectively, the “Third Parties”), The Special Provisions may list such requirements and sample forms and requirements from such Third Parties may be included in an attachment to the General Requirements. CONTRACTOR bears the responsibility to discover and comply with all requirements of Third Parties, including meeting specific insurance requirements, that are necessary for the complete performance of the Work. To the extent there is a conflict between the Third Parties’ insurance requirements and those set forth by OC SAN herein, the requirement(s) providing the more protective coverage for both OC SAN and the Third Parties shall control and be purchased and maintained by CONTRACTOR. If CONTRACTOR maintains higher limits than the minimums shown in this Section, OC SAN requires and shall be entitled to coverage for the higher limits maintained by the CONTRACTOR. Where permitted by law, CONTRACTOR hereby waives all rights of recovery by subrogation because of deductible clauses, inadequacy of limits of any insurance policy, limitations or exclusions of coverage, or any other reason against OC SAN, its or their officers, agents, or C-CA-102621 PROJECT NO. FE20-07 SANTA ANA TRUNK REHABILITATION AT PLANT NO. 1 CONFORMED Page 15 of 25 employees, and any other contractor or subcontractor performing Work or rendering services on behalf of OC SAN in connection with the planning, development and construction of the Project. In all its insurance coverages (except for Professional Liability/Errors and Omissions coverages, if applicable) related to the Work, CONTRACTOR shall include clauses providing that each insurer shall waive all of its rights of recovery by subrogation against OC SAN, its or their officers, agents, or employees, or any other contractor or subcontractor performing Work or rendering services at the Project. Where permitted by law, CONTRACTOR shall require similar written express waivers and insurance clauses from each of its Subcontractors of every tier. A waiver of subrogation shall be effective as to any individual or entity, even if such individual or entity (a) would otherwise have a duty of indemnification, contractual or otherwise, (b) did not pay the insurance premium, directly or indirectly, and (c) whether or not such individual or entity has an insurable interest in the property damaged. A. Limits of Insurance 1. General Liability: Two Million Dollars ($2,000,000) per occurrence and a general aggregate limit of Four Million Dollars ($4,000,000) for bodily injury, personal injury and property damage. If aggregate limits apply separately to this contract (as evidenced by submission of ISO form CG 25 03 or CG 25 04), then the aggregate limit may be equivalent to the per occurrence limit. Coverage shall include each of the following: a. Premises-Operations. b. Products and Completed Operations, with limits of at least Two Million Dollars ($2,000,000) per occurrence and a general aggregate limit of Four Million Dollars ($4,000,000) which shall be in effect at all times during the warranty period set forth in the Warranty section herein, and as set forth in the General Conditions, “Warranty (CONTRACTOR’s Guarantee)”, plus any additional C-CA-102621 PROJECT NO. FE20-07 SANTA ANA TRUNK REHABILITATION AT PLANT NO. 1 CONFORMED Page 16 of 25 extension or continuation of time to said warranty period that may be required or authorized by said provisions. If aggregate limits apply separately to this contract (as evidenced by submission of ISO form CG 25 03 or CG 25 04), then the aggregate limit may be equivalent to the per occurrence limit. c. Broad Form Property Damage, expressly including damage arising out of explosion, collapse, or underground damage. d. Contractual Liability, expressly including the indemnity provisions assumed under this Contract. e. Separation of Insured Clause, providing that coverage applies separately to each insured, except with respect to the limits of liability. f. Independent CONTRACTOR’s Liability. To the extent first dollar coverage, including defense of any claim, is not available to OC SAN or any other additional insured because of any SIR, deductible, or any other form of self insurance, CONTRACTOR is obligated to assume responsibility of insurer until the deductible, SIR or other condition of insurer assuming its defense and/or indemnity has been satisfied. CONTRACTOR shall be responsible to pay any deductible or SIR. g. If a crane will be used, the general liability insurance will be endorsed to add Riggers Liability coverage or its equivalent to cover the usage of the crane and exposures with regard to the crane operators, riggers and others involved in using the crane. h. If divers will be used, the general liability insurance will be endorsed to cover marine liability or its equivalent to cover the usage of divers. 2. Automobile Liability: The CONTRACTOR shall maintain a policy of automobile liability insurance on a comprehensive form covering all owned, non-owned, and C-CA-102621 PROJECT NO. FE20-07 SANTA ANA TRUNK REHABILITATION AT PLANT NO. 1 CONFORMED Page 17 of 25 hired automobiles, trucks, and other vehicles providing the following minimum limit of liability coverage: combined single limit of One Million Dollars ($1,000,000) for bodily injury, personal injury, and property damage. 3. Umbrella Excess Liability: The minimum limits of general liability and automobile liability insurance required, as set forth above, shall be provided for either in a single policy of primary insurance or a combination of policies of primary and umbrella excess coverage. Excess liability coverage shall be issued with limits of liability which, when combined with the primary insurance, will equal the minimum limits for general liability and automobile liability. 4. Drone Liability Insurance: If a drone will be used, drone liability insurance must be maintained by CONTRACTOR in the amount of One Million Dollars ($1,000,000) in a form acceptable to OC SAN. 5. Workers’ Compensation/Employer’s Liability: CONTRACTOR shall provide such workers’ compensation insurance as required by the Labor Code of the State of California, including employer’s liability with a minimum limit of One Million Dollars ($1,000,000) per accident for bodily injury or disease. If an exposure to Jones Act liability may exist, the insurance required herein shall include coverage with regard to Jones Act claims. B. Deductibles and Self-Insured Retentions Any deductibles or self-insured retentions must be declared to and approved by OC SAN. At the option of OC SAN, either: the Insurer shall reduce or eliminate such deductibles or self-insured retentions as respects OC SAN, its Directors, officers, agents, consultants, and employees; or CONTRACTOR shall provide a financial guarantee satisfactory to OC SAN guaranteeing payment of losses and related investigations, claim administration, and defense expenses. C-CA-102621 PROJECT NO. FE20-07 SANTA ANA TRUNK REHABILITATION AT PLANT NO. 1 CONFORMED Page 18 of 25 C. Other Insurance Provisions 1. Each such policy of general liability insurance and automobile liability insurance shall be endorsed to contain, the following provisions: a. OC SAN, its directors, officers, agents, consultants, and employees, and all public agencies from whom permits will be obtained, and their directors, officers, agents, and employees are hereby declared to be additional insureds under the terms of this policy, but only with respect to the operations of CONTRACTOR at or from any of the sites of OC SAN in connection with this Contract, or acts and omissions of the additional insured in connection with its general supervision or inspection of said operations related to this Contract. b. Insurance afforded by the additional insured endorsement shall apply as primary insurance, and other insurance maintained by OC SAN shall be excess only and not contributing with insurance provided under this policy. 2. Cancellation and Policy Change Notice. The CONTRACTOR is required to notify OC SAN in writing of any insurance cancellation notice it receives or other knowledge of pending or actual insurance policy cancellation within two (2) working days of receipt of such notice or acquisition of such knowledge. Additionally, the CONTRACTOR is required to notify OC SAN in writing of any change in the terms of insurance, including reduction in coverage or increase in deductible/SIR, within two (2) working days of receipt of such notice or knowledge of same. Said notices shall be mailed to OC SAN at: ORANGE COUNTY SANITATION DISTRICT 10844 Ellis Avenue Fountain Valley, CA 92708 Attention: Contracts, Purchasing & Materials Management Division C-CA-102621 PROJECT NO. FE20-07 SANTA ANA TRUNK REHABILITATION AT PLANT NO. 1 CONFORMED Page 19 of 25 3. Coverage shall not extend to any indemnity coverage for the active negligence of any additional insured in any case where an agreement to indemnify the additional insured would be invalid under California Civil Code Section 2782(b). 4. If required by a public agency from whom permit(s) will be obtained, each policy of general liability insurance and automobile liability insurance shall be endorsed to specify by name the public agency and its legislative members, officers, agents, consultants, and employees, to be additional insureds. D. Acceptability of Insurers Insurers must have an “A-“, or better, Policyholder’s Rating, and a Financial Rating of at least Class VIII, or better, in accordance with the most current A.M. Best Rating Guide. OC SAN recognizes that State Compensation Insurance Fund has withdrawn from participation in the A.M. Best Rating Guide process. Nevertheless, OC SAN will accept State Compensation Insurance Fund for the required policy of worker’s compensation insurance, subject to OC SAN’s option, at any time during the term of this Contract, to require a change in insurer upon twenty (20) days written notice. Further, OC SAN will require CONTRACTOR to substitute any insurer whose rating drops below the levels herein specified. Said substitution shall occur within twenty (20) days of written notice to CONTRACTOR by OC SAN or its agent. E. Verification of Coverage CONTRACTOR shall furnish OC SAN with original certificates and mandatory endorsements affecting coverage. Said policies and endorsements shall conform to the requirements herein stated. All certificates and endorsements are to be received and approved by OC SAN before Work commences. OC SAN reserves the right to require complete, certified copies of all required insurance policies, including endorsements, affecting the coverage required by these Specifications at any time. C-CA-102621 PROJECT NO. FE20-07 SANTA ANA TRUNK REHABILITATION AT PLANT NO. 1 CONFORMED Page 20 of 25 F. Subcontractors CONTRACTOR shall be responsible to establish insurance requirements for any Subcontractors hired by CONTRACTOR. The insurance shall be in amounts and types reasonably sufficient to deal with the risk of loss involving the Subcontractor’s operations and work. OC SAN and any public agency issuing permits for the Project must be named as “Additional Insured” on any general liability or automobile liability policy obtained by a Subcontractor. The CONTRACTOR must obtain copies and maintain current versions of all Subcontractors’ policies, certificate of liability and mandatory endorsements effecting coverage. Upon request, CONTRACTOR must furnish OC SAN with the above referenced required documents. G. Required Forms and Endorsements 1. Required ACORD Form a. Certificate of Liability ACORD Form 25 or other equivalent certificate of insurance form 2. Required Insurance Services Office, Inc. Endorsements (when alternative forms are shown, they are Iisted in order of preference) In the event any of the following forms are cancelled by Insurance Services Office, Inc. (ISO), or are updated, the ISO replacement form or equivalent must be supplied. a. Commercial General Liability Form CG 00 01 b. Additional Insured Including Form CG 20 10 and Products-Completed Operations Form CG 20 37 All other additional insured endorsements must be submitted for approval by OC SAN, and OC SAN may reject alternatives that provide different or less coverage to OC SAN. c. Waiver of Transfer of Rights of Form CG 24 04 Recovery Against Others to Us/ Waiver of Subrogation C-CA-102621 PROJECT NO. FE20-07 SANTA ANA TRUNK REHABILITATION AT PLANT NO. 1 CONFORMED Page 21 of 25 3. Required State Compensation Insurance Fund Endorsements a. Waiver of Subrogation Submit workers’ compensation waiver of subrogation endorsement provided by carrier for OC SAN approval. b. Cancellation Notice No endorsement is required. However, CONTRACTOR is responsible for notifying OC SAN of any pending or actual insurance policy cancellation, as described in Article C.2., Cancellation and Policy Change Notice, above. 4. Additional Required Endorsements a. Notice of Policy Termination Manuscript Endorsement SECTION – 17 RISK AND INDEMNIFICATION All Work covered by this Contract done at the site of construction or in preparing or delivering materials to the site shall be at the risk of CONTRACTOR alone. CONTRACTOR shall save, indemnify, defend, and keep OC SAN and others harmless as more specifically set forth in General Conditions, “General Indemnification”. SECTION – 18 TERMINATION This Contract may be terminated in whole or in part in writing by OC SAN in the event of substantial failure by the CONTRACTOR to fulfill its obligations under this Agreement, or it may be terminated by OC SAN for its convenience provided that such termination is effectuated in a manner and upon such conditions set forth more particularly in General Conditions, “Termination for Default” and/or “Termination for Convenience”, provided that no termination may be effected unless proper notice is provided to CONTRACTOR at the time and in the manner provided in said General Conditions. If termination for default or convenience is effected by OC SAN, an equitable adjustment in the price provided for in this Contract shall be C-CA-102621 PROJECT NO. FE20-07 SANTA ANA TRUNK REHABILITATION AT PLANT NO. 1 CONFORMED Page 22 of 25 made at the time and in the manner provided in the General Conditions, “Termination for Default” and “Termination for Convenience”. SECTION – 19 WARRANTY The CONTRACTOR agrees to perform all Work under this Contract in accordance with the Contract Documents, including OC SAN’s designs, Drawings and Specifications. The CONTRACTOR guarantees for a period of at least one (1) year from the date of Final Acceptance of the Work, pursuant to the General Conditions, “Final Acceptance and Final Completion” that the completed Work is free from all defects due to faulty materials, equipment or workmanship and that it shall promptly make whatever adjustments or corrections which may be necessary to cure any defects, including repairs of any damage to other parts of the system resulting from such defects. OC SAN shall promptly give notice to the CONTRACTOR of observed defects. In the event that the CONTRACTOR fails to make adjustments, repairs, corrections or other work made necessary by such defects, OC SAN may do so and charge the CONTRACTOR the cost incurred. The CONTRACTOR’s warranty shall continue as to any corrected deficiency until the later of (1) the remainder of the original one-year warranty period; or (2) one year after acceptance by OC SAN of the corrected Work. The Performance Bond and the Payment Bond shall remain in full force and effect through the guarantee period. The CONTRACTOR’s obligations under this clause are in addition to the CONTRACTOR’s other express or implied assurances under this Contract, including but not limited to specific manufacturer or other extended warranties specified in the Plans and Specifications, or state law and in no way diminish any other rights that OC SAN may have against the CONTRACTOR for faulty materials, equipment or Work. C-CA-102621 PROJECT NO. FE20-07 SANTA ANA TRUNK REHABILITATION AT PLANT NO. 1 CONFORMED Page 23 of 25 SECTION – 20 ASSIGNMENT No assignment by the CONTRACTOR of this Contract or any part hereof, or of funds to be received hereunder, will be recognized by OC SAN unless such assignment has had prior written approval and consent of OC SAN and the Surety. SECTION – 21 RESOLUTION OF DISPUTES OC SAN and the CONTRACTOR shall comply with the provisions of California Public Contract Code Section 20104 et. seq., regarding resolution of construction claims for any Claims which arise between the CONTRACTOR and OC SAN, as well as all applicable dispute and Claims provisions as set forth in the General Conditions and as otherwise required by law. SECTION – 22 SAFETY & HEALTH CONTRACTOR shall comply with all applicable safety and health requirements mandated by federal, state, city and/or public agency codes, permits, ordinances, regulations, and laws, as well as these Contract Documents, including but not limited to the General Requirements, Section entitled “Safety” and Exhibit B Contractor Safety Standards. SECTION – 23 NOTICES Any notice required or permitted under this Contract shall be sent by certified mail, return receipt requested, at the address set forth below. Any party whose address changes shall notify the other party in writing. TO OC SAN: Orange County Sanitation District 10844 Ellis Avenue Fountain Valley, California 92708-7018 Attn: Clerk of the Board Copy to: Orange County Sanitation District 10844 Ellis Avenue Fountain Valley, California 92708-7018 Attn: Construction Manager C-CA-102621 PROJECT NO. FE20-07 SANTA ANA TRUNK REHABILITATION AT PLANT NO. 1 CONFORMED Page 24 of 25 Bradley R. Hogin, Esquire Woodruff, Spradlin & Smart 555 Anton Boulevard Suite 1200 Costa Mesa, California 92626 TO CONTRACTOR: Sancon Technologies, Inc. 5841 Engineer Drive Huntington Beach, CA 92649 Copy to: Chuck Parsons, President Sancon Technologies, Inc. 5841 Engineer Drive Huntington Beach, CA 92649 C-CA-102621 PROJECT NO. FE20-07 SANTA ANA TRUNK REHABILITATION AT PLANT NO. 1 CONFORMED Page 25 of 25 IN WITNESS WHEREOF, the parties hereto have executed this Contract Agreement as the date first hereinabove written. CONTRACTOR: Sancon Technologies, Inc. 5841 Engineer Drive Huntington Beach, CA 92649 By______________________________ Date _________________ ______________________________ Printed Name Its______________________________ CONTRACTOR’s State License No. 774055 (Expiration Date 01/31/2024) OC SAN: Orange County Sanitation District By______________________________ Date _________________ John B. Withers Board Chairman By______________________________ Date _________________ Kelly A. Lore Clerk of the Board By______________________________ Date _________________ Ruth Zintzun Purchasing & Contracts Manager C-EXA-062221 EXHIBIT A SCHEDULE OF PRICES C-EXA-062221 TABLE OF CONTENTS EXHIBIT A SCHEDULE OF PRICES EXA-1 BASIS OF COMPENSATION ........................................................................... 1 EXA-2 PROGRESS PAYMENTS ................................................................................. 1 EXA-3 RETENTION AND ESCROW ACCOUNTS ....................................................... 1 EXA-4 STOP PAYMENT NOTICE ............................................................................... 3 EXA-5 PAYMENT TO SUBCONTRACTORS ............................................................... 3 EXA-6 PAYMENT OF TAXES ...................................................................................... 3 EXA-7 FINAL PAYMENT ............................................................................................. 4 EXA-8 DISCOVERY OF DEFICIENCIES BEFORE AND AFTER FINAL PAYMENT.... 5 ATTACHMENT 1 – CERTIFICATION FOR REQUEST FOR PAYMENT ......................... 7 ATTACHMENT 2 – SCHEDULE OF PRICES .................................................................. 8 C-EXA-062221 PROJECT NO. FE20-07 SANTA ANA TRUNK REHABILITATION AT PLANT NO. 1 CONFORMED Page 1 of 8 EXHIBIT A SCHEDULE OF PRICES EXA-1 BASIS OF COMPENSATION CONTRACTOR will be paid the Contract Price according to the Schedule of Prices, and all other applicable terms and conditions of the Contract Documents. EXA-2 PROGRESS PAYMENTS Progress payments will be made in accordance with all applicable terms and conditions of the Contract Documents, including, but not limited to: 1. Contract Agreement – Section 11 – “Contract Price and Method of Payment;” 2. General Conditions – “Payment – General”; 3. General Conditions – “Payment – Applications for Payment”; 4. General Conditions – “Payment – Mobilization Payment Requirements;” 5. General Conditions – “Payment – Itemized Breakdown of Contract Lump Sum Prices”; 6. General Conditions – "Contract Price Adjustments and Payments”; 7. General Conditions – “Suspension of Payments”; 8. General Conditions – “OC SAN’s Right to Withhold Certain Amounts and Make Application Thereof”; and 9. General Conditions – “Final Payment.” EXA-3 RETENTION AND ESCROW ACCOUNTS A. Retention: OC SAN shall retain a percentage of each progress payment to assure satisfactory completion of the Work. The amount to be retained from each progress payment shall be determined as provided in General Conditions – “Retained Funds; Substitution of Securities”. In all contracts between CONTRACTOR and its Subcontractors and/or Suppliers, the retention may not exceed the percentage specified in the Contract Documents. C-EXA-062221 PROJECT NO. FE20-07 SANTA ANA TRUNK REHABILITATION AT PLANT NO. 1 CONFORMED Page 2 of 8 B. Substitution of Securities: CONTRACTOR may, at its sole expense, substitute securities as provided in General Conditions – “Retained Funds; Substitution of Securities.” Payment of Escrow Agent: In lieu of substitution of securities as provided above, the CONTRACTOR may request and OC SAN shall make payment of retention earned directly to the escrow agent at the expense of the CONTRACTOR. At the expense of the CONTRACTOR, the CONTRACTOR may direct the investment of the payments into securities consistent with Government Code §16430 and the CONTRACTOR shall receive the interest earned on the investments upon the same terms provided for in this article for securities deposited by the CONTRACTOR. Upon satisfactory completion of the Contract, the CONTRACTOR shall receive from the escrow agent all securities, interest and payments received by the escrow agent from OC SAN, pursuant to the terms of this article. The CONTRACTOR shall pay to each Subcontractor, not later than twenty (20) calendar days after receipt of the payment, the respective amount of interest earned, net of costs attributed to retention withheld from each Subcontractor, on the amount of retention withheld to ensure the performance of the Subcontractor. The escrow agreement used by the escrow agent pursuant to this article shall be substantially similar to the form set forth in §22300 of the California Public Contract Code. C. Release of Retention: Upon Final Acceptance of the Work, the CONTRACTOR shall submit an invoice for release of retention in accordance with the terms of the Contract. D. Additional Deductibles: In addition to the retentions described above, OC SAN may deduct from each progress payment any or all of the following: 1. Liquidated Damages that have occurred as of the date of the application for progress payment; 2. Deductions from previous progress payments already paid, due to OC SAN’s discovery of deficiencies in the Work or non-compliance with the Specifications or any other requirement of the Contract; 3. Sums expended by OC SAN in performing any of the CONTRACTOR’S obligations under the Contract that the CONTRACTOR has failed to perform, and; 4. Other sums that OC SAN is entitled to recover from the CONTRACTOR under the terms of the Contract, including without limitation insurance deductibles and assessments. C-EXA-062221 PROJECT NO. FE20-07 SANTA ANA TRUNK REHABILITATION AT PLANT NO. 1 CONFORMED Page 3 of 8 The failure of OC SAN to deduct any of the above-identified sums from a progress payment shall not constitute a waiver of OC SAN’s right to such sums or to deduct them from a later progress payment. EXA-4 STOP PAYMENT NOTICE In addition to other amounts properly withheld under this article or under other provisions of the Contract, OC SAN shall retain from progress payments otherwise due the CONTRACTOR an amount equal to one hundred twenty-five percent (125%) of the amount claimed under any stop payment notice under Civil Code §9350 et. seq. or other lien filed against the CONTRACTOR for labor, materials, supplies, equipment, and any other thing of value claimed to have been furnished to and/or incorporated into the Work; or for any other alleged contribution thereto. In addition to the foregoing and in accordance with Civil Code §9358 OC SAN may also satisfy its duty to withhold funds for stop payment notices by refusing to release funds held in escrow pursuant to public receipt of a release of stop payment notice executed by a stop payment notice claimant, a stop payment notice release bond, an order of a court of competent jurisdiction, or other evidence satisfactory to OC SAN that the CONTRACTOR has resolved such claim by settlement. EXA-5 PAYMENT TO SUBCONTRACTORS Requirements 1. The CONTRACTOR shall pay all Subcontractors for and on account of Work performed by such Subcontractors, not later than seven (7) days after receipt of each progress payment as required by the California Business and Professions Code §7108.5. Such payments to Subcontractors shall be based on the measurements and estimates made pursuant to article progress payments provided herein. 2. Except as specifically provided by law, the CONTRACTOR shall pay all Subcontractors any and all retention due and owing for and on account of Work performed by such Subcontractors not later than seven (7) days after CONTRACTOR’S receipt of said retention proceeds from OC SAN as required by the California Public Contract Code §7107. EXA-6 PAYMENT OF TAXES Unless otherwise specifically provided in this Contract, the Contract Price includes full compensation to the CONTRACTOR for all taxes. The CONTRACTOR shall pay all federal, state, and local taxes, and duties applicable to and assessable against any Work, including but not limited to retail sales and use, transportation, export, import, business, and special taxes. The CONTRACTOR shall ascertain and pay the taxes when due. The CONTRACTOR will maintain auditable records, subject to OC SAN reviews, confirming that tax payments are current at all times. C-EXA-062221 PROJECT NO. FE20-07 SANTA ANA TRUNK REHABILITATION AT PLANT NO. 1 CONFORMED Page 4 of 8 EXA-7 FINAL PAYMENT After Final Acceptance of the Work, as more particularly set forth in the General Conditions, “Final Acceptance and Final Completion”, and after Resolution of the Board authorizing final payment and satisfaction of the requirements as more particularly set forth in General Conditions – “Final Payment”, a final payment will be made as follows: 1. Prior to Final Acceptance, the CONTRACTOR shall prepare and submit an application for Final Payment to OC SAN, including: a. The proposed total amount due the CONTRACTOR, segregated by items on the payment schedule, amendments, Change Orders, and other bases for payment; b. Deductions for prior progress payments; c. Amounts retained; d. A conditional waiver and release on final payment for each Subcontractor (per Civil Code Section 8136); e. A conditional waiver and release on final payment on behalf of the CONTRACTOR (per Civil Code Section 8136); f. List of Claims the CONTRACTOR intends to file at that time or a statement that no Claims will be filed, g. List of pending unsettled claims, stating claimed amounts, and copies of any and all complaints and/or demands for arbitration received by the CONTRACTOR; and h. For each and every claim that resulted in litigation or arbitration which the CONTRACTOR has settled, a conformed copy of the Request for Dismissal with prejudice or other satisfactory evidence the arbitration is resolved. 2. The application for Final Payment shall include complete and legally effective releases or waivers of liens and stop payment notices satisfactory to OC SAN, arising out of or filed in connection with the Work. Prior progress payments shall be subject to correction in OC SAN’s review of the application for Final Payment. Claims filed with the application for Final Payment must be otherwise timely under the Contract and applicable law. 3. Within a reasonable time, OC SAN will review the CONTRACTOR’S application for Final Payment. Any recommended changes or corrections will then be forwarded to the CONTRACTOR. Within ten (10) calendar days after receipt of recommended changes from OC SAN, the CONTRACTOR will make the changes, or list Claims that will be filed as a result of the changes, and shall submit the revised application for Final Payment. Upon C-EXA-062221 PROJECT NO. FE20-07 SANTA ANA TRUNK REHABILITATION AT PLANT NO. 1 CONFORMED Page 5 of 8 acceptance by OC SAN, the revised application for Final Payment will become the approved application for Final Payment. 4. If no Claims have been filed with the initial or any revised application for Final Payment, and no Claims remain unsettled within thirty-five (35) calendar days after Final Acceptance of the Work by OC SAN, and agreements are reached on all issues regarding the application for Final Payment, OC SAN, in exchange for an executed release, satisfactory in form and substance to OC SAN, will pay the entire sum found due on the approved application for Final Payment, including the amount, if any, allowed on settled Claims. 5. The release from the CONTRACTOR shall be from any and all Claims arising under the Contract, except for Claims that with the concurrence of OC SAN are specifically reserved, and shall release and waive all unreserved Claims against OC SAN and its officers, directors, employees and authorized representatives. The release shall be accompanied by a certification by the CONTRACTOR that: a. It has resolved all Subcontractors, Suppliers and other Claims that are related to the settled Claims included in the Final Payment; b. It has no reason to believe that any party has a valid claim against the CONTRACTOR or OC SAN which has not been communicated in writing by the CONTRACTOR to OC SAN as of the date of the certificate; c. All warranties are in full force and effect, and; d. The releases and the warranties shall survive Final Payment. 6. If any claims remain open, OC SAN may make Final Payment subject to resolution of those claims. OC SAN may withhold from the Final Payment an amount not to exceed one hundred fifty percent (150%) of the sum of the amounts of the open claims, and one hundred twenty-five percent (125%) of the amounts of open stop payment notices referred to in article entitled stop payment notices herein. 7. The CONTRACTOR shall provide an unconditional waiver and release on final payment from each Subcontractor and Supplier providing Work under the Contract (per Civil Code Section 8138) and an unconditional waiver and release on final payment on behalf of the CONTRACTOR (per Civil Code Section 8138) within thirty (30) days of receipt of Final Payment. EXA-8 DISCOVERY OF DEFICIENCIES BEFORE AND AFTER FINAL PAYMENT Notwithstanding OC SAN’s acceptance of the application for Final Payment and irrespective of whether it is before or after Final Payment has been made, OC SAN shall not be precluded from subsequently showing that: 1. The true and correct amount payable for the Work is different from that previously accepted; C-EXA-062221 PROJECT NO. FE20-07 SANTA ANA TRUNK REHABILITATION AT PLANT NO. 1 CONFORMED Page 6 of 8 2. The previously accepted Work did not in fact conform to the Contract requirements, or; 3. A previous payment or portion thereof for Work was improperly made. OC SAN also shall not be stopped from demanding and recovering damages from the CONTRACTOR, as appropriate, under any of the foregoing circumstances as permitted under the Contract or applicable law. C-EXA-062221 PROJECT NO. FE20-07 SANTA ANA TRUNK REHABILITATION AT PLANT NO. 1 CONFORMED Page 7 of 8 ATTACHMENT 1 – CERTIFICATION FOR REQUEST FOR PAYMENT I hereby certify under penalty of perjury as follows: That the claim for payment is in all respects true, correct; that the services mentioned herein were actually rendered and/or supplies delivered to OC SAN in accordance with the Contract. I understand that it is a violation of both the federal and California False Claims Acts to knowingly present or cause to be presented to OC SAN a false claim for payment or approval. A claim includes a demand or request for money. It is also a violation of the False Claims Acts to knowingly make use of a false record or statement to get a false claim paid. The term "knowingly" includes either actual knowledge of the information, deliberate ignorance of the truth or falsity of the information, or reckless disregard for the truth or falsity of the information. Proof of specific intent to defraud is not necessary under the False Claims Acts. I understand that the penalties under the Federal False Claims Act and State of California False Claims Act are non-exclusive, and are in addition to any other remedies which OC SAN may have either under contract or law. I hereby further certify, to the best of my knowledge and belief, that: 1. The amounts requested are only for performance in accordance with the Specifications, terms, and conditions of the Contract; 2. Payments to Subcontractors and Suppliers have been made from previous payments received under the Contract, and timely payments will be made from the proceeds of the payment covered by this certification; 3. This request for progress payments does not include any amounts which the prime CONTRACTOR intends to withhold or retain from a Subcontractor or Supplier in accordance with the terms and conditions of the subcontract; and 4. This certification is not to be construed as Final Acceptance of a Subcontractor’s performance. _________________________________________ Name _________________________________________ Title _________________________________________ Date C-EXA-062221 PROJECT NO. FE20-07 SANTA ANA TRUNK REHABILITATION AT PLANT NO. 1 CONFORMED Page 8 of 8 ATTACHMENT 2 – SCHEDULE OF PRICES See next pages for Bid Submittal Forms: Sancon Technologies, Inc. BF-14 SCHEDULE OF PRICES, Pages 1 – 2 0 ,_ Bid Submitted By: 2:11tvl•,J ( 6:'.il/\A1lo4 t!'i'S (Name of Firm) BF-14 SCHEDULE OF PRICES A. INSTRUCTIONS General For Unit Prices, ii is understood that the following quantities are approximate only and are solely for the purpose of estimating the comparison of Bids, and that the actual value of Work will be computed based upon the actual quantities in the completed Work, whether they be more or less than those shown. CONTRACTOR's compensation for the Work under the Contract Documents will be computed based upon the lump sum amount of the Contract at time of award, plus any additional or deleted costs approved by OC SAN via approved Change Orders, pursuant to the Contract Documents. Bidder shall separately price and accurately reflect costs associated with each line item, leaving no blanks. Any and all modifications to the Bid must be initialed by an authorized representative of the Bidder in accordance with the Instructions to Bidders, Preparation of Bid. Bidders are reminded of Instruction to Bidders, Discrepancy In Bid Items, which, in summary, provides that the total price for each item shall be based on the Unit Price listed for each item multiplied by the quantity; and the correct Total Price for each item shall be totaled to determine the Total Amount of Bid. All applicable costs including overhead and profit shall be reflected in the respective unit costs and the TOTAL AMOUNT OF BID. The Bid price shall Include all costs to complete the Work, including profit. overhead, etc., unless otherwise specified in the Contract Documents. All applicable sales taxes, state and/or federal. and any other special taxes, patent rights or royalties shall be included In the prices quoted in this Bid. B. Basis of Award AWARD OF THE CONTRACT WILL BE MADE ON THE BASIS OF THE LOWEST RESPONSIVE AND RESPONSIBLE BID. Note 1: Base Bid. Includes all costs necessary to furnish all labor, materials, equipment and services for the construction of the Project per the Contract Documents. BF-14 SCHEDULE OF PRICES C-BF-122821 PROJECT NO. FE20-07 SANTAANA TRUNK REHABILITATION AT PLANT NO. 1 Page 1 of2 Bid Submitted By: s;.,..,,inJ ~c./-lNOW'116-S !we (Name of Firm) EXHIBIT A SCHEDULE OF PRICES BASE BID ITEMS (Refer to Note 1 in the Instructions): Item Description Unit of Extended Price No. Measurement 1. Mobilization, initial progress payment for all fees, labor, materials and equipment required for mobilization, staging area, and surety Lump Sum $ 15,000 bonds, and other acitivities in conformance with the Contract Documents, for a fixed amount of: 2. Furnish all labor, materials and equipment necessary for the completion of the Contract -Work, except for the Work specified for Bid Lump Sum $ 1E?Ot~ Item 1, in conformance with the Contract Documents, for a lump sum price of: TOTAL AMOUNT OF BID (BASIS OF AWARD) BF-14 SCHEDULE OF PRICES C-BF-122821 PROJECT NO. FE20-07 SANTA ANA TRUNK REHABILITATION AT PLANT NO. 1 Page 2 of2 OPERATIONS COMMITTEE Agenda Report Administration Building 10844 Ellis Avenue Fountain Valley, CA 92708 (714) 593-7433 File #:2021-1972 Agenda Date:4/6/2022 Agenda Item No:4. FROM:James D. Herberg, General Manager Originator: Kathy Millea, Director of Engineering SUBJECT: PRIMARY SEDIMENTATION BASINS NO. 3-5 REPLACEMENT AT PLANT NO. 1, PROJECT NO. P1-126 GENERAL MANAGER'S RECOMMENDATION RECOMMENDATION: Recommend to the Board of Directors to: A. Approve a Professional Design Services Agreement with Black & Veatch to provide engineering services for Primary Sedimentation Basins No. 3-5 Replacement at Plant No. 1, Project No. P1-126, for an amount not to exceed $14,163,000; and B. Approve a contingency of $1,416,300 (10%). BACKGROUND Primary treatment is the second of three liquid treatment steps at Orange County Sanitation District (OC San) Plant No. 1. Primary treatment reduces wastewater suspended solids using large concrete basins known as primary clarifiers or primary sedimentation basins. Plant No. 1 includes two sets of primary clarifiers; a set of 26 rectangular clarifiers and a much older set of three circular clarifiers constructed in the late 1950s and early 1960s. The rectangular clarifiers have enough capacity for normal flows, but in the event of peak wet weather flows or when one side the rectangular basins must be taken out of service for maintenance or condition assessments, the circular basins are needed. A concept study was performed in 2017 to assess the condition of the circular clarifiers and related facilities and to identify recommended improvements. The study recommended replacing rather than rehabilitating them. RELEVANT STANDARDS ·Comply with California Government Code §4526: Select the “best qualified firm” and “negotiate fair and equitable fees” ·Protect OC San assets ·24/7/365 treatment plant reliability Orange County Sanitation District Printed on 3/29/2022Page 1 of 4 powered by Legistar™ OC6SAN ORANGE COUNTY SANITATION DISTRICT File #:2021-1972 Agenda Date:4/6/2022 Agenda Item No:4. PROBLEM The circular primary clarifiers at Plant No.1 and many of their associated support facilities including the primary odor control facility are nearing the end of their useful life.In fact,the circular clarifiers were taken out of service in 2016 to repair mechanical equipment failures and pipe leaks.The interim repairs have been performed and the current facilities are available for service until the new systems are designed and construction of replacements begins. PROPOSED SOLUTION Approve a Professional Design Services Agreement for the Primary Sedimentation Basins No.3-5 Replacement at Plant No.1,Project No.P1-126.This project will replace the circular primary clarifiers and associated support facilities including sludge pump stations,odor control,and effluent conveyance.The requested professional engineering services are required to design the new facilities. TIMING CONCERNS The existing facilities are near the end of their useful life.The facilities will become increasingly unreliable as time passes. RAMIFICATIONS OF NOT TAKING ACTION If the basins are not available during a large wet weather event it would cause either a sewage spill upstream or discharging untreated sewage to the ocean. PRIOR COMMITTEE/BOARD ACTIONS N/A ADDITIONAL INFORMATION Consultant Selection: OC San requested and advertised for proposals for Primary Sedimentation Basins No.3-5 Replacement at Plant No.1,Project No.P1-126,on October 12,2021.The following evaluation criteria were described in the Request for Proposals and used to determine the most qualified Consultant. CRITERION WEIGHT Project Understanding and Approach 40% Related Project Experience 25% Project Team and Staff Qualifications 35% Three proposals were received on November 23,2021 and evaluated in accordance with the evaluation process set forth in OC San’s Purchasing Ordinance by a pre-selected Evaluation Team consisting of OC San staff:one Project Manager,one Project Engineer,two Engineering Supervisors,and one Engineering Manager.The Evaluation Team also included one non-votingOrange County Sanitation District Printed on 3/29/2022Page 2 of 4 powered by Legistar™ File #:2021-1972 Agenda Date:4/6/2022 Agenda Item No:4. Supervisors,and one Engineering Manager.The Evaluation Team also included one non-voting representative from the Contracts Administration Division. The Evaluation Team scored the proposal on the established criteria as summarized in the table below: Firm Approach (Max 40)Related Experience (Max 25) Team (Max 35) Total Score (Max 100) 1 Black & Veatch 34 22 30 86 2 Carollo Engineers, Inc.30 21 27 78 3 HDR Engineering, Inc.29 18 22 69 Based on this scoring,two Consultants were shortlisted for interviews on January 11,2022. Following the interviews,each member of the Evaluation Team scored the Consultants based on both the proposals and interviews using the evaluation criteria and weighting described above. Based on the scoring shown below, Black & Veatch was selected as the most qualified Consultant. Firm Approach (Max 40)Related Experience (Max 25) Team (Max 35) Total Score (Max 100) 1 Black & Veatch 36 22 32 90 2 Carollo Engineers, Inc.30 21 29 80 Black &Veatch went beyond a general understanding of the Scope of Work and provided specific examples of how the proposed team would efficiently approach unique design challenges of the project.Additionally,the proposal showed that the firm has the appropriate experience,design team, and a well-defined project execution plan with the key decisions needed during the Preliminary Design Phase to start the design with a well-defined scope. Review of Fee Proposal and Negotiations: Proposals were accompanied by sealed fee proposals.In accordance with OC San’s Purchasing Ordinance,the fee proposal of only the highest-ranked firm was opened after approval by the Director of Engineering of the Evaluation Committee’s recommendation. Staff conducted negotiations with Black &Veatch to clarify the Scope of Work requirements, assumptions used for the estimated level of effort,and the proposed approach to meet the goals and objectives for the project.Although the consultant had a good understanding of the scope,the proposed fee was higher than expected.Through multiple meetings,staff reached agreement on a revised level of effort and reduced the fee to an acceptable level.The following table summarizes how the estimated level of effort was revised through the negotiations process. Original Fee Proposal Negotiated Fee Total Hours 69,996 70,451 Total Fee $15,404,103 $14,163,000 Orange County Sanitation District Printed on 3/29/2022Page 3 of 4 powered by Legistar™ File #:2021-1972 Agenda Date:4/6/2022 Agenda Item No:4. Original Fee Proposal Negotiated Fee Total Hours 69,996 70,451 Total Fee $15,404,103 $14,163,000 The Consultant’s fringe and overhead costs,which factor into the billing rate,have been substantiated.The contract profit is 5%,which is based on an established formula based on OC San’s standard design agreements.Staff is requesting a 10 percent contingency to address revisions as the project progress through preliminary and final design. Based on the above,staff has determined that the final negotiated fee is fair and reasonable for the level of effort required for this project and recommends award of the Professional Design Services Agreement to Black & Veatch. CEQA This project is exempt from CEQA under the Class 2 categorical exemption set forth in California Code of Regulations Section 15302.A Notice of Exemption will be filed with the OC Clerk-Recorder after OC San Board of Directors approval of the Construction Contract. FINANCIAL CONSIDERATIONS This request complies with the authority levels of OC San’s Purchasing Ordinance.This item has been budgeted (Budget Update,Fiscal Year 2021-2022,Appendix A,Page A-9,Primary Sedimentation Basins No.3-5 Replacement at Plant No.1,Project No.P1-126)and the budget is sufficient for the recommended action.Although the budget is sufficient for this action,staff plans to request an increased budget for this project as part of the Fiscal Year 2022-23 and 2023-24 Budget. ATTACHMENT The following attachment(s)may be viewed on-line at the OC San website (www.ocsan.gov)with the complete agenda package: ·Professional Design Services Agreement ·Presentation AB:jw Orange County Sanitation District Printed on 3/29/2022Page 4 of 4 powered by Legistar™ PDSA PROJECT NO. P1-126 Revised 062821 PRIMARY SEDIMENTATION BASINS NO. 3-5 REPLACEMENT AT PLANT NO. 1 Page 1 of 20 PROFESSIONAL DESIGN SERVICES AGREEMENT This PROFESSIONAL DESIGN SERVICES AGREEMENT, (hereinafter referred to as “Agreement”), is made and entered into to be effective the 27th day of April, 2022 by and between the ORANGE COUNTY SANITATION DISTRICT, (hereinafter referred to as "OC SAN"), and BLACK & VEATCH CORPORATION, (hereinafter referred to as "CONSULTANT"). WITNESSETH: WHEREAS, OC SAN desires to engage CONSULTANT for Primary Sedimentation Basins No. 3-5 Replacement at Plant No. 1, Project No. P1-126; and to provide professional design services for new circular primary sedimentation basins, odor control facilities, and all ancillary facilities, (Services) and WHEREAS, CONSULTANT is qualified to provide the necessary services in connection with these requirements and has agreed to provide the necessary professional services; and WHEREAS, OC SAN has adopted procedures for the selection of professional design services and has proceeded in accordance with said procedures to select CONSULTANT to perform the Services; and WHEREAS, at its regular meeting on April 27, 2022 the Board of Directors, by Minute Order, accepted the recommendation of the Operations Committee pursuant to OC SAN’s Ordinance No. OC SAN-56 to approve this Agreement. NOW, THEREFORE, in consideration of the promises and mutual benefits, which will result to the parties in carrying out the terms of this Agreement, it is mutually agreed as follows: 1. SCOPE OF WORK CONSULTANT agrees to furnish necessary professional and technical services to accomplish those project elements outlined in the Scope of Work attached hereto as Attachment “A", and by this reference made a part of this Agreement. A. The CONSULTANT shall be responsible for the professional quality, technical accuracy, completeness, and coordination of all design, drawings, specifications, and other services furnished by the CONSULTANT under this Agreement, including the work performed by its subconsultants (Subconsultants). Where approval by OC SAN is indicated, it is understood to be conceptual approval only and does not relieve the CONSULTANT of responsibility for complying with all laws, codes, industry standards and liability for damages caused by errors, omissions, noncompliance with industry standards, and/or negligence on the part of the CONSULTANT or its Subconsultants. B. CONSULTANT is responsible for the quality of work prepared under this AGREEMENT and shall perform its work in accordance with professional engineering standards in effect for clarity, uniformity, and completeness. CONSULTANT shall respond to all of OC SAN’s questions, comments, suggestions, corrections, and recommendations (i.e. DS1, DS2, DS3, and FDS). PDSA PROJECT NO. P1-126 Revised 062821 PRIMARY SEDIMENTATION BASINS NO. 3-5 REPLACEMENT AT PLANT NO. 1 Page 2 of 20 All comments shall be incorporated into the design prior to the next submittal deadline or addressed, in writing, as to why the comment has not been incorporated. CONSULTANT shall ensure that each submittal is 100% accurate for the level of work submitted (i.e. correct references, terms, capitalization or equal status, spelling, punctuation, etc.) C. In the event that work is not performed to the satisfaction of OC SAN and does not conform to the requirements of this Agreement or any applicable industry standards, the CONSULTANT shall, without additional compensation, promptly correct or revise any errors or deficiencies in its designs, drawings, specifications, or other services within the timeframe specified by the Project Engineer/Project Manager. OC SAN may charge to CONSULTANT all costs, expenses and damages associated with any such corrections or revisions. D. All CAD drawings, figures, and other work shall be produced by CONSULTANTS and Subconsultants using OC SAN CAD Manual. Conversion of CAD work from any other non-standard CAD format to OC SAN format shall not be acceptable in lieu of this requirement. Electronic files shall conform to OC SAN specifications. Any changes to these specifications by the CONSULTANT are subject to review and approval of OC SAN. Electronic files shall be subject to an acceptance period of 30 calendar days during which OC SAN shall perform appropriate reviews and including CAD Manual compliance. CONSULTANT shall correct any discrepancies or errors detected and reported within the acceptance period at no additional cost to OC SAN. E. The CONSULTANT shall ensure that all plans and specifications prepared, or recommended under this Agreement allow for competitive bidding. The CONSULTANT shall design such plans or specifications so that procurement of services, labor or materials are not available from only one source, and shall not design plans and specifications around a single or specific product, piece of major equipment or machinery, a specific patented design or a proprietary process, unless required by principles of sound engineering practice and supported by a written justification that has been approved in writing by OC SAN. The CONSULTANT shall submit this written justification to OC SAN prior to beginning work on such plans and specifications. Whenever the CONSULTANT recommends a specific product or equipment for competitive procurement, such recommendation shall include at least two brand names of products that are capable of meeting the functional requirements applicable to the project. F. All professional services performed by the CONSULTANT, including but not limited to all drafts, data, correspondence, proposals, reports, and estimates compiled or composed by the CONSULTANT, pursuant to this Agreement, are for the sole use of OC SAN, its agents and employees. Neither the documents nor their contents shall be released to any third party without the prior written consent of OC SAN. This provision does not apply to information that (a) was publicly known, or otherwise known to the CONSULTANT, at the time that it was PDSA PROJECT NO. P1-126 Revised 062821 PRIMARY SEDIMENTATION BASINS NO. 3-5 REPLACEMENT AT PLANT NO. 1 Page 3 of 20 disclosed to the CONSULTANT by OC SAN, (b) subsequently becomes publicly known to the CONSULTANT other than through disclosure by OC SAN. G. OC SAN shall furnish the CONSULTANT available studies, reports and other data pertinent to the CONSULTANT’s service; obtain or authorize the CONSULTANT to obtain or provide additional reports and data as required; furnish to the CONSULTANT services of others required for the performance of the CONSULTANT’s services hereunder, and the CONSULTANT shall be entitled to use and rely upon all such information and services provided by OC SAN or others in performing the CONSULTANT’s services under this Agreement. H. CONSULTANT shall not be responsible for delays caused by circumstances beyond its reasonable control, including, but not limited to (1) strikes, lockouts, work slowdowns or stoppages or accidents, and (2) acts of God. Without limiting the above, while CONSULTANT has made reasonable efforts to incorporate into its plan for the Project any known current project impacts of the COVID-19 pandemic, CONSULTANT has not accounted for, and is not responsible nor liable for, unknown future changes due to the COVID-19 pandemic, including, without limitation, additional restrictions by government agencies or others (such as the availability of the site for access or client or CONSULTANT staff or others) to the extent they delay or otherwise impact the Project. In that event, CONSULTANT will notify OC SAN and CONSULTANT shall be entitled to reasonable and equitable adjustment to the contract schedule and price to account for such impacts. The parties shall negotiate such changes in good faith to equitably address any such unexpected impacts. 2. COMPENSATION Total compensation shall be paid to CONSULTANT for the Services in accordance with the following provisions: A. Total Compensation Total compensation shall be in an amount not to exceed Fourteen Million One Hundred Sixty-Three Thousand Dollars ($14,163,000). Total compensation to CONSULTANT including burdened labor (salaries plus benefits), overhead, profit, direct costs, and Subconsultant(s) fees and costs shall not exceed the sum set forth in Attachment “E” - Fee Proposal. B. Labor As a portion of the total compensation to be paid to CONSULTANT, OC SAN shall pay to CONSULTANT a sum equal to the burdened salaries (salaries plus benefits) actually paid by CONSULTANT charged on an hourly-rate basis to this project and paid to the personnel of CONSULTANT. Upon request of OC SAN, CONSULTANT shall provide OC SAN with certified payroll records of all employees’ work that is charged to this project. PDSA PROJECT NO. P1-126 Revised 062821 PRIMARY SEDIMENTATION BASINS NO. 3-5 REPLACEMENT AT PLANT NO. 1 Page 4 of 20 C. Overhead As a portion of the total compensation to be paid to CONSULTANT, OC SAN shall compensate CONSULTANT and Subconsultants for overhead at the rate equal to the percentage of burdened labor as specified in Attachment “E” - Fee Proposal. The fringe and overhead rates in this Agreement are based on the 2020 financial audit report provided by CONSULTANT. CONSULTANT may request an adjustment of its fringe and overhead rates when CONSULTANT’s 2022 financial audit report is available. In that case, CONSULTANT shall provide the 2022 financial audit to OC SAN for validation. If agreed upon, the adjusted fringe and overhead rates shall be fixed for the remaining duration of the Agreement. In the event CONSULTANT does not request an adjustment to the overhead rate, then the previously agreed to overhead rate shall apply for the duration of the Agreement. D. Profit Profit for CONSULTANT and Subconsultants shall be a percentage of consulting services fees (Burdened Labor and Overhead). When the consulting or subconsulting services amount is $250,000 or less, the maximum Profit shall be 10%. Between $250,000 and $2,500,000, the maximum Profit shall be limited by a straight declining percentage between 10% and 5%. For consulting or subconsulting services fees with a value greater than $2,500,000, the maximum Profit shall be 5%. Addenda shall be governed by the same maximum Profit percentage after adding consulting services fees. As a portion of the total compensation to be paid to CONSULTANT and Subconsultants, OC SAN shall pay profit for all services rendered by CONSULTANT and Subconsultants for this project according to Attachment “E” - Fee Proposal. E. Subconsultants For any Subconsultant whose fees for services are greater than or equal to $100,000 (excluding out-of-pocket costs), CONSULTANT shall pay to Subconsultant total compensation in accordance with the Subconsultant amount specified in Attachment “E” - Fee Proposal. For any Subconsultant whose fees for services are less than $100,000, CONSULTANT may pay to Subconsultant total compensation on an hourly-rate basis per the attached hourly rate Schedule and as specified in the Scope of Work. OC SAN shall pay to CONSULTANT the actual costs of Subconsultant fees and charges in an amount not to exceed the sum set forth in Attachment “E” - Fee Proposal. PDSA PROJECT NO. P1-126 Revised 062821 PRIMARY SEDIMENTATION BASINS NO. 3-5 REPLACEMENT AT PLANT NO. 1 Page 5 of 20 F. Direct Costs OC SAN shall pay to CONSULTANT and Subconsultants the actual costs of permits and associated fees, travel and licenses for an amount not to exceed the sum set forth in Attachment “E” - Fee Proposal. OC SAN shall also pay to CONSULTANT actual costs for equipment rentals, leases or purchases with prior approval of OC SAN. Upon request, CONSULTANT shall provide to OC SAN receipts and other documentary records to support CONSULTANT’s request for reimbursement of these amounts, see Attachment “D” - Allowable Direct Costs. All incidental expenses shall be included in overhead pursuant to Section 2 - COMPENSATION above. G. Other Direct Costs Other Direct Costs incurred by CONSULTANT and its Contractor due to modifications to the Scope of Work resulting from field investigations and field work required by the Agreement. These items may include special equipment, test equipment and tooling and other materials and services not previously identified. Refer to Attachment “D” Allowable Direct Costs for payment information. H. Reimbursable Direct Costs OC SAN will reimburse the CONSULTANT for reasonable travel and business expenses as described in this section and further described in Attachment “D” - Allowable Direct Costs to this Agreement. The reimbursement of the above-mentioned expenses will be based on an “accountable plan” as considered by Internal Revenue Service (IRS). The plan includes a combination of reimbursements based upon receipts and a “per diem” component approved by IRS. The most recent schedule of the per diem rates utilized by OC SAN can be found on the U.S. General Service Administration website at http://www.gsa.gov/portal/category/104711#. The CONSULTANT shall be responsible for the most economical and practical means of management of reimbursable costs inclusive but not limited to travel, lodging and meals arrangements. OC SAN shall apply the most economic and practical method of reimbursement which may include reimbursements based upon receipts and/or “per diem” as deemed the most practical. CONSULTANT shall be responsible for returning to OC SAN any excess reimbursements after the reimbursement has been paid by OC SAN. Travel and travel arrangements – Any travel involving airfare, overnight stays or multiple day attendance must be approved by OC SAN in advance. Local Travel is considered travel by the CONSULTANT within OC SAN general geographical area which includes Orange, Los Angeles, Ventura, San Bernardino, Riverside, San Diego, Imperial and Kern Counties. Automobile mileage is reimbursable if CONSULTANT is required to utilize personal vehicle for local travel. PDSA PROJECT NO. P1-126 Revised 062821 PRIMARY SEDIMENTATION BASINS NO. 3-5 REPLACEMENT AT PLANT NO. 1 Page 6 of 20 Lodging – Overnight stays will not be approved by OC SAN for local travel. However, under certain circumstances overnight stay may be allowed at the discretion of OC SAN based on reasonableness of meeting schedules and the amount of time required for travel by the CONSULTANT. Such determination will be made on a case-by-case basis and at the discretion of OC SAN. Travel Meals – Per-diem rates as approved by IRS shall be utilized for travel meals reimbursements. Per diem rates shall be applied to meals that are appropriate for travel times. Receipts are not required for the approved meals. Additional details related to the reimbursement of the allowable direct costs are provided in the Attachment “D” - Allowable Direct Costs of this Agreement. I. Limitation of Costs If, at any time, CONSULTANT estimates the cost of performing the services described in CONSULTANT’s Proposal will exceed seventy-five percent (75%) of the not-to-exceed amount of the Agreement, including approved additional compensation, CONSULTANT shall notify OC SAN immediately, and in writing. This written notice shall indicate the additional amount necessary to complete the services. Any cost incurred in excess of the approved not-to-exceed amount, without the express written consent of OC SAN’s authorized representative shall be at CONSULTANT’s own risk. This written notice shall be provided separately from, and in addition to any notification requirements contained in the CONSULTANT’s invoice and monthly progress report. Failure to notify OC SAN that the services cannot be completed within the authorized not-to-exceed amount is a material breach of this Agreement. 3. REALLOCATION OF TOTAL COMPENSATION OC SAN, by its Director of Engineering, shall have the right to approve a reallocation of the incremental amounts constituting the total compensation, provided that the total compensation is not increased. 4. PAYMENT A. Monthly Invoice: CONSULTANT shall include in its monthly invoice, a detailed breakdown of costs associated with the performance of any corrections or revisions of the work for that invoicing period. CONSULTANT shall allocate costs in the same manner as it would for payment requests as described in this Section of the Agreement. CONSULTANT shall warrant and certify the accuracy of these costs and understand that submitted costs are subject to Section 11 - AUDIT PROVISIONS. B. CONSULTANT may submit monthly or periodic statements requesting payment for those items included in Section 2 - COMPENSATION hereof in the format as required by OC SAN. Such requests shall be based upon the amount and value of the work and services performed by CONSULTANT under this Agreement and shall be prepared by CONSULTANT and accompanied by such supporting data, including a detailed breakdown of all costs incurred and project element work PDSA PROJECT NO. P1-126 Revised 062821 PRIMARY SEDIMENTATION BASINS NO. 3-5 REPLACEMENT AT PLANT NO. 1 Page 7 of 20 performed during the period covered by the statement, as may be required by OC SAN. Upon approval of such payment request by OC SAN, payment shall be made to CONSULTANT as soon as practicable of one hundred percent (100%) of the invoiced amount on a per-project-element basis. If OC SAN determines that the work under this Agreement or any specified project element hereunder, is incomplete and that the amount of payment is in excess of: i. The amount considered by OC SAN’s Director of Engineering to be adequate for the protection of OC SAN; or ii. The percentage of the work accomplished for each project element. He may, at his discretion, retain an amount equal to that which ensures that the total amount paid to that date does not exceed the percentage of the completed work for each project element or the project in its entirety. C. CONSULTANT may submit periodic payment requests for each 30-day period of this Agreement for the profit as set forth in Section 2 - COMPENSATION above. Said profit payment request shall be proportionate to the work actually accomplished to date on a per-project-element basis. In the event OC SAN's Director of Engineering determines that no satisfactory progress has been made since the prior payment, or in the event of a delay in the work progress for any reason, OC SAN shall have the right to withhold any scheduled proportionate profit payment. D. Upon satisfactory completion by CONSULTANT of the work called for under the terms of this Agreement, and upon acceptance of such work by OC SAN, CONSULTANT will be paid the unpaid balance of any money due for such work, including any retained percentages relating to this portion of the work. E. Upon satisfactory completion of the work performed hereunder and prior to final payment under this Agreement for such work, or prior settlement upon termination of this Agreement, and as a condition precedent thereto, CONSULTANT shall execute and deliver to OC SAN a release of all claims against OC SAN arising under or by virtue of this Agreement other than such claims, if any, as may be specifically exempted by CONSULTANT from the operation of the release in stated amounts to be set forth therein. F. Pursuant to the California False Claims Act (Government Code Sections 12650-12655), any CONSULTANT that knowingly submits a false claim to OC SAN for compensation under the terms of this Agreement may be held liable for treble damages and up to a ten thousand dollars ($10,000) civil penalty for each false claim submitted. This Section shall also be binding on all Subconsultants. A CONSULTANT or Subconsultant shall be deemed to have submitted a false claim when the CONSULTANT or Subconsultant: a) knowingly presents or causes PDSA PROJECT NO. P1-126 Revised 062821 PRIMARY SEDIMENTATION BASINS NO. 3-5 REPLACEMENT AT PLANT NO. 1 Page 8 of 20 to be presented to an officer or employee of OC SAN a false claim or request for payment or approval; b) knowingly makes, uses, or causes to be made or used a false record or statement to get a false claim paid or approved by OC SAN; c) conspires to defraud OC SAN by getting a false claim allowed or paid by OC SAN; d) knowingly makes, uses, or causes to be made or used a false record or statement to conceal, avoid, or decrease an obligation to OC SAN; or e) is a beneficiary of an inadvertent submission of a false claim to OC SAN, and fails to disclose the false claim to OC SAN within a reasonable time after discovery of the false claim. 5. CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS (DIR) REGISTRATION AND RECORD OF WAGES A. To the extent CONSULTANT’s employees and/or Subconsultants who will perform work during the design and preconstruction phases of a construction contract for which Prevailing Wage Determinations have been issued by the DIR and as more specifically defined under Labor Code Section 1720 et seq, CONSULTANT and Subconsultants shall comply with the registration requirements of Labor Code Section 1725.5. Pursuant to Labor Code Section 1771.4, the work is subject to compliance monitoring and enforcement by the DIR. B. The CONSULTANT and Subconsultants shall maintain accurate payroll records and shall comply with all the provisions of Labor Code Section 1776, and shall submit payroll records to the Labor Commissioner pursuant to Labor Code Section 1771.4(a)(3). Penalties for non-compliance with the requirements of Section 1776 may be deducted from progress payments per Section 1776. C. Pursuant to Labor Code Section 1776, the CONSULTANT and Subconsultants shall furnish a copy of all certified payroll records to OC SAN and/or general public upon request, provided the public request is made through OC SAN, the Division of Apprenticeship Standards or the Division of Labor Enforcement of the Department of Industrial Relations. D. The CONSULTANT and Subconsultants shall comply with the job site notices posting requirements established by the Labor Commissioner per Title 8, California Code of Regulation Section 16461(e). 6. DOCUMENT OWNERSHIP – SUBSEQUENT CHANGES TO PLANS AND SPECIFICATIONS A. Ownership of Documents for the Services performed. All documents, including but not limited to, original plans, studies, sketches, drawings, computer printouts and disk files, and specifications prepared in connection with or related to the Scope of Work or Services, shall be the property of OC SAN. OC SAN’s ownership of these documents includes use of, reproduction or reuse of and all incidental rights, whether or not the work for which they were prepared has been performed. OC SAN ownership entitlement arises upon payment or any partial payment for work performed and includes ownership of any and all work product completed prior to that payment. This PDSA PROJECT NO. P1-126 Revised 062821 PRIMARY SEDIMENTATION BASINS NO. 3-5 REPLACEMENT AT PLANT NO. 1 Page 9 of 20 Section shall apply whether the CONSULTANT’s Services are terminated: a) by the completion of the Agreement, or b) in accordance with other provisions of this Agreement. Notwithstanding any other provision of this paragraph or Agreement, the CONSULTANT shall have the right to make copies of all such plans, studies, sketches, drawings, computer printouts and disk files, and specifications. B. CONSULTANT shall not be responsible for damage caused by subsequent changes to or uses of the plans or specifications, where the subsequent changes or uses are not authorized or approved by CONSULTANT, provided that the service rendered by CONSULTANT was not a proximate cause of the damage. 7. INSURANCE A. General i. Insurance shall be issued and underwritten by insurance companies acceptable to OC SAN. ii. Insurers must have an “A-” Policyholder’s Rating, or better, and Financial Rating of at least Class VIII, or better, in accordance with the most current A.M. Best’s Guide Rating. However, OC SAN will accept State Compensation Insurance Fund, for the required policy of Workers’ Compensation Insurance subject to OC SAN’s option to require a change in insurer in the event the State Fund financial rating is decreased below “B”. Further, OC SAN will require CONSULTANT to substitute any insurer whose rating drops below the levels herein specified. Said substitution shall occur within twenty (20) days of written notice to CONSULTANT, by OC SAN or its agent. iii. Coverage shall be in effect prior to the commencement of any work under this Agreement. B. General Liability The CONSULTANT shall maintain during the life of this Agreement, including the period of warranty, commercial general liability insurance written on an occurrence basis providing the following minimum limits of liability coverage: Two Million Dollars ($2,000,000) per occurrence with Four Million Dollars ($4,000,000) aggregate. If aggregate limits apply separately to this contract (as evidenced by submission of ISO form CG 25 03 or 25 04), then aggregate limit may be equivalent to the per occurrence limit. Said insurance shall include coverage for the following hazards: premises-operations, products liability/completed operations (including any product manufactured or assembled), broad form property damage, contractual liability, independent contractors liability, personal and advertising injury, mobile equipment, vicarious liability, and cross liability and severability of interest clauses. A statement on an insurance certificate will not be accepted in lieu of the actual additional insured endorsement(s). If requested by OC SAN and applicable, XCU coverage (Explosion, Collapse and Underground) and Riggers/On Hook Liability must be included in the general liability policy and coverage must be reflected on the PDSA PROJECT NO. P1-126 Revised 062821 PRIMARY SEDIMENTATION BASINS NO. 3-5 REPLACEMENT AT PLANT NO. 1 Page 10 of 20 submitted certificate of insurance. Where permitted by law, CONSULTANT hereby waives all rights of recovery by subrogation because of deductible clauses, inadequacy of limits of any insurance policy, limitations or exclusions of coverage, or any other reason against OC SAN, its or their officers, agents, or employees, and any other consultant, contractor, or subcontractor performing work or rendering services on behalf of OC SAN in connection with the planning, development, and construction of the project. In all its insurance coverages related to the work (except Errors and Omissions/Professional Liability), CONSULTANT shall include clauses providing that each insurer shall waive all of its rights of recovery by subrogation against OC SAN, its or their officers, agents, or employees, or any other consultant, contractor, or subcontractor performing work or rendering services at the project. Where permitted by law, CONSULTANT shall require similar written express waivers and insurance clauses from each of its Subconsultants of every tier. A waiver of subrogation shall be effective as to any individual or entity, even if such individual or entity (a) would otherwise have a duty of indemnification, contractual or otherwise, (b) did not pay the insurance premium, directly or indirectly, and (c) whether or not such individual or entity has an insurable interest in the property damaged. C. Umbrella Excess Liability The minimum limits of general liability and automobile liability insurance required, as set forth herein, shall be provided for through either a single policy of primary insurance or a combination of policies of primary and umbrella excess coverage. Umbrella excess liability coverage shall be issued with limits of liability which, when combined with the primary insurance, will equal the minimum limits for general liability and automobile liability. D. Automobile/Vehicle liability Insurance The CONSULTANT shall maintain a policy of automobile liability insurance on a comprehensive form covering all owned, non-owned, and hired automobiles, trucks, and other vehicles providing the following minimum limit of liability coverage: combined single limit of One Million Dollars ($1,000,000). A statement on an insurance certificate will not be accepted in lieu of the actual additional insured endorsement. E. Drone Liability Insurance If a drone will be used, drone liability insurance must be maintained by CONSULTANT in the amount of one million dollars ($1,000,000) in form acceptable to OC SAN. F. Workers’ Compensation Insurance The CONSULTANT shall provide such workers’ compensation insurance as required by the Labor Code of the State of California in the amount of the statutory limit, including employer’s liability insurance with a minimum limit of One Million Dollars ($1,000,000) per occurrence. Such workers’ compensation insurance shall be endorsed to provide for a waiver of subrogation in favor of PDSA PROJECT NO. P1-126 Revised 062821 PRIMARY SEDIMENTATION BASINS NO. 3-5 REPLACEMENT AT PLANT NO. 1 Page 11 of 20 OC SAN. A statement on an insurance certificate will not be accepted in lieu of the actual endorsements unless the insurance carrier is State of California Insurance Fund and the identifier “SCIF” and endorsement numbers 2570 and 2065 are referenced on the certificate of insurance. If an exposure to Jones Act liability may exist, the insurance required herein shall include coverage for Jones Act claims. G. Errors and Omissions/Professional Liability CONSULTANT shall maintain in full force and effect, throughout the term of this Agreement, standard industry form professional negligence errors and omissions insurance coverage in an amount of not less than Five Million Dollars ($5,000,000) with limits in accordance with the provisions of this paragraph. If the policy of insurance is written on a “claims made” basis, said policy shall be continued in full force and effect at all times during the term of this Agreement, and for a period of five (5) years from the date of the completion of the services hereunder. In the event of termination of said policy during this period, CONSULTANT shall obtain continuing insurance coverage for the prior acts or omissions of CONSULTANT during the course of performing services under the term of this Agreement. Said coverage shall be evidenced by either a new policy evidencing no gap in coverage or by separate extended “tail” coverage with the present or new carrier. In the event the present policy of insurance is written on an “occurrence” basis, said policy shall be continued in full force and effect during the term of this Agreement or until completion of the services provided for in this Agreement, whichever is later. In the event of termination of said policy during this period, new coverage shall be obtained for the required period to insure for the prior acts of CONSULTANT during the course of performing services under the term of this Agreement. CONSULTANT shall provide to OC SAN a certificate of insurance in a form acceptable to OC SAN indicating the deductible or self-retention amounts and the expiration date of said policy, and shall provide renewal certificates not less than ten (10) days prior to the expiration of each policy term. H. Proof of Coverage The CONSULTANT shall furnish OC SAN with original certificates and amendatory endorsements effecting coverage. Said certificates and endorsements shall conform to the requirements herein stated. All certificates and endorsements are to be received and approved by OC SAN before work commences. CONSULTANT shall provide the SANITATION DISTRICT with copies of its insurance certificates and amendatory endorsements affecting coverage. Confidential information may be redacted from said policies, provided that verification of coverage, name of carriers and agent/broker may not be redacted. Said policies and endorsements shall conform to the requirements herein stated. PDSA PROJECT NO. P1-126 Revised 062821 PRIMARY SEDIMENTATION BASINS NO. 3-5 REPLACEMENT AT PLANT NO. 1 Page 12 of 20 The following are approved forms that must be submitted as proof of coverage: • Certificate of Insurance ACORD Form 25 or other equivalent certificate of insurance form. • Additional Insurance (General Liability) The combination of (ISO Forms) CG 20 10 and CG 20 37 All other additional insured endorsements must be submitted for approval by OC SAN, and OC SAN may reject alternatives that provide different or less coverage to OC SAN. • Additional Insured (Automobile Liability) Submit endorsement provided by carrier for OC SAN approval. • Waiver of Subrogation Submit workers’ compensation waiver of subrogation endorsement provided by carrier for OC SAN approval. • Cancellation Notice No endorsement is required. However, Vendor/Contractor is responsible for notifying OC SAN of any pending or actual insurance policy cancellation, as described in Article I. Cancellation and Policy Change Notice, below. I. Cancellation and Policy Change Notice The CONSULTANT is required to notify OC SAN in writing of any insurance cancellation notice it receives or other knowledge of pending or actual insurance policy cancellation, within two (2) working days of receipt of such notice or acquisition of such knowledge. Additionally, the CONSULTANT is required to notify OC SAN in writing of any change in the terms of insurance, including reduction in coverage or increase in deductible/SIR, within two (2) working days of receipt of such notice or knowledge of same. Said notices shall be mailed to OC SAN at: ORANGE COUNTY SANITATION DISTRICT 10844 Ellis Avenue Fountain Valley, CA 92708 Attention: Contracts, Purchasing & Materials Management Division J. Primary Insurance The general and automobile liability policies shall contain a Primary and “Non Contributory” clause. Any other insurance maintained by OC SAN shall be excess and not contributing with the insurance provided by CONSULTANT. PDSA PROJECT NO. P1-126 Revised 062821 PRIMARY SEDIMENTATION BASINS NO. 3-5 REPLACEMENT AT PLANT NO. 1 Page 13 of 20 K. Separation of Insured The general and automobile liability policies shall contain a “Separation of Insureds” clause. L. Non-Limiting (if applicable) Nothing in this document shall be construed as limiting in any way, nor shall it limit the indemnification provision contained in this Agreement, or the extent to which CONSULTANT may be held responsible for payment of damages to persons or property. M. Deductibles and Self-Insured Retentions Any deductible and/or self-insured retention must be declared to OC SAN on the certificate of insurance. All deductibles and/or self-insured retentions require approval by OC SAN. At the option of OC SAN, either: the insurer shall reduce or eliminate such deductible or self-insured retention as respects OC SAN; or the CONSULTANT shall provide a financial guarantee satisfactory to OC SAN guaranteeing payment of losses and related investigations, claim administration and defense expenses. OC SAN will not invoke the option expressed in this paragraph unless it has reasonable cause to question CONSULTANT’s financial strength. N. Defense Costs The general and automobile liability policies (except Errors and Omissions/Professional Liability) shall have a provision that defense costs for all insureds and additional insureds are paid in addition to and do not deplete any policy limits. O. Subconsultants The CONSULTANT shall be responsible to establish insurance requirements for any Subconsultant hired by the CONSULTANT. The insurance shall be in amounts and types reasonably sufficient to deal with the risk of loss involving the Subconsultant’s operations and work. P. Limits Are Minimums If the CONSULTANT maintains higher limits than any minimums shown above, then OC SAN requires and shall be entitled to coverage for the higher limits maintained by CONSULTANT. Nothing in this section, however, requires CONSULTANT in the absence of litigation to reveal its Errors and Omissions/Professional Liability limits beyond that required above in Section 7. PDSA PROJECT NO. P1-126 Revised 062821 PRIMARY SEDIMENTATION BASINS NO. 3-5 REPLACEMENT AT PLANT NO. 1 Page 14 of 20 8. SCOPE CHANGES In the event of a change in the Scope of Work, requested by OC SAN, the parties hereto shall execute an amendment to this Agreement setting forth with particularity all terms of the new Agreement, including but not limited to any additional CONSULTANT's fees. 9. PROJECT TEAM AND SUBCONSULTANTS CONSULTANT shall provide to OC SAN, prior to execution of this Agreement, the names and full description of all Subconsultants and CONSULTANT’s project team members anticipated to be used on this project by CONSULTANT. CONSULTANT shall include a description of the scope of work to be done by each Subconsultant and each CONSULTANT’s project team member. CONSULTANT shall include the respective compensation amounts for CONSULTANT and each Subconsultant on a per-project-element basis, broken down as indicated in Section 2 - COMPENSATION. There shall be no substitution of the listed Subconsultants and CONSULTANT’s project team members without prior written approval by OC SAN. 10. ENGINEERING REGISTRATION The CONSULTANT’s personnel are comprised of registered engineers and a staff of specialists and draftsmen in each department. The firm itself is not a registered engineer but represents and agrees that wherever in the performance of this Agreement requires the services of a registered engineer. Such services hereunder will be performed under the direct supervision of registered engineers. 11. AUDIT PROVISIONS A. OC SAN retains the reasonable right to access, review, examine, and audit, any and all books, records, documents and any other evidence of procedures and practices that OC SAN determines are necessary to discover and verify that the CONSULTANT is in compliance with all requirements under this Agreement. The CONSULTANT shall include OC SAN’s right as described above, in any and all of their subcontracts, and shall ensure that these rights are binding upon all Subconsultants. B. OC SAN retains the right to examine CONSULTANT’s books, records, documents and any other evidence of procedures and practices that OC SAN determines are necessary to discover and verify all direct and indirect costs, of whatever nature, which are claimed to have been incurred, or anticipated to be incurred or to ensure CONSULTANT’s compliance with all requirements under this Agreement during the term of this Agreement and for a period of three (3) years after its termination. C. CONSULTANT shall maintain complete and accurate records in accordance with generally accepted industry standard practices and OC SAN’s policy. The CONSULTANT shall make available to OC SAN for review and audit, all project related accounting records and documents, and any other financial data within 15 days after receipt of notice from OC SAN. Upon OC SAN’s request, the PDSA PROJECT NO. P1-126 Revised 062821 PRIMARY SEDIMENTATION BASINS NO. 3-5 REPLACEMENT AT PLANT NO. 1 Page 15 of 20 CONSULTANT shall submit exact duplicates of originals of all requested records to OC SAN. If an audit is performed, CONSULTANT shall ensure that a qualified employee of the CONSULTANT will be available to assist OC SAN’s auditor in obtaining all project related accounting records and documents, and any other financial data. 12. LEGAL RELATIONSHIP BETWEEN PARTIES The legal relationship between the parties hereto is that of an independent contractor and nothing herein shall be deemed to make CONSULTANT an employee of OC SAN. 13. NOTICES All notices hereunder and communications regarding the interpretation of the terms of this Agreement, or changes thereto, shall be effected by delivery of said notices in person or by depositing said notices in the U.S. mail, registered or certified mail, return receipt requested, postage prepaid. Notices shall be mailed to OC SAN at: ORANGE COUNTY SANITATION DISTRICT 10844 Ellis Avenue Fountain Valley, CA 92708-7018 Attention: Wai Chan, Contracts Administrator Copy: Andrew Brown, Project Manager Notices shall be mailed to CONSULTANT at: BLACK & VEATCH CORPORATION 550 S. Hope Street, Suite 2250 Los Angeles, CA 90071 Attention: James H. Clark, Senior Vice President All communication regarding the Scope of Work, will be addressed to the Project Manager. Direction from other OC SAN’s staff must be approved in writing by OC SAN’s Project Manager prior to action from the CONSULTANT. 14. TERMINATION OC SAN may terminate this Agreement at any time, without cause, upon giving thirty (30) days written notice to CONSULTANT. In the event of such termination, CONSULTANT shall be entitled to compensation for work performed on a prorated basis through and including the effective date of termination. CONSULTANT shall be permitted to terminate this Agreement upon thirty (30) days written notice only if CONSULTANT is not compensated for billed amounts in accordance with the provisions of this Agreement, when the same are due. Notice of termination shall be mailed to OC SAN and/or CONSULTANT in accordance with Section 13 - NOTICES. PDSA PROJECT NO. P1-126 Revised 062821 PRIMARY SEDIMENTATION BASINS NO. 3-5 REPLACEMENT AT PLANT NO. 1 Page 16 of 20 15. DOCUMENTS AND STUDY MATERIALS The documents and study materials for this project shall become the property of OC SAN upon the termination or completion of the work. CONSULTANT agrees to furnish to OC SAN copies of all memoranda, correspondence, computation and study materials in its files pertaining to the work described in this Agreement, which is requested in writing by OC SAN. 16. COMPLIANCE A. Labor CONSULTANT certifies by the execution of this Agreement that it pays employees not less than the minimum wage as defined by law, and that it does not discriminate in its employment with regard to race, color, religion, sex or national origin; that it is in compliance with all federal, state and local directives and executive orders regarding non-discrimination in employment; and that it agrees to demonstrate positively and aggressively the principle of equal opportunity in employment. B. Air Pollution CONSULTANT and its subconsultants and subcontractors shall comply with all applicable federal, state and local air pollution control laws and regulations. C. Iran Contracting Act CONSULTANT and its subconsultants and subcontractors shall comply with the Iran Contracting Act of 2010 (Public Contract Code sections 2200-2208). 17. AGREEMENT EXECUTION AUTHORIZATION Both OC SAN and CONSULTANT do covenant that each individual executing this document by and on behalf of each party is a person duly authorized to execute agreements for that party. 18. DISPUTE RESOLUTION In the event of a dispute arising between the parties regarding performance or interpretation of this Agreement, the dispute shall be resolved by binding arbitration under the auspices of the Judicial Arbitration and Mediation Service (“JAMS”), or similar organization or entity conducting alternate dispute resolution services. 19. ATTORNEY'S FEES, COSTS AND NECESSARY DISBURSEMENTS If any action at law or in equity or if any proceeding in the form of an Alternative Dispute Resolution (ADR) is necessary to enforce or interpret the terms of this Agreement, the prevailing party shall be entitled to reasonable attorney's fees, costs and necessary disbursements in addition to any other relief to which it may be entitled. PDSA PROJECT NO. P1-126 Revised 062821 PRIMARY SEDIMENTATION BASINS NO. 3-5 REPLACEMENT AT PLANT NO. 1 Page 17 of 20 20. PROGRESS REPORTS Monthly progress reports shall be submitted for review by the tenth day of the following month and must include as a minimum: 1) current activities, 2) future activities, 3) potential items that are not included in the Scope of Work, 4) concerns and possible delays, 5) percentage of completion, and 6) budget status. 21. WARRANTY CONSULTANT shall perform its services in accordance with generally accepted industry and professional standards. If, within the 12-month period following completion of its services, OC SAN informs CONSULTANT that any part of the services fails to meet those standards, CONSULTANT shall, within the time prescribed by OC SAN, take all such actions as are necessary to correct or complete the noted deficiency(ies). 22. INDEMNIFICATION To the fullest extent permitted by law, CONSULTANT shall indemnify, defend (at CONSULTANT’s sole cost and expense and with legal counsel approved by OC SAN, which approval shall not be unreasonably withheld), protect and hold harmless OC SAN and all of OC SAN’s officers, directors, employees, CONSULTANT’s, and agents (collectively the “Indemnified Parties”), from and against any and all claims, damages, liabilities, causes of action, suits, arbitration awards, losses, judgments, fines, penalties, costs and expenses (including, without limitation, attorneys’ fees, disbursements and court costs, and all other professional, expert or CONSULTANT’s fees and costs and OC SAN’s general and administrative expenses; individually, a “Claim”; collectively, “Claims”) which may arise from or are in any manner related, directly or indirectly, to any work performed, or any operations, activities, or services provided by CONSULTANT in carrying out its obligations under this Agreement to the extent of the negligent, recklessness and/or willful misconduct of CONSULTANT, its principals, officers, agents, employees, CONSULTANT’s suppliers, CONSULTANT, Subconsultants, subcontractors, and/or anyone employed directly or indirectly by any of them, regardless of any contributing negligence or strict liability of an Indemnified Party. Notwithstanding the foregoing, nothing herein shall be construed to require CONSULTANT to indemnify the Indemnified Parties from any Claim arising solely from: (A) the active negligence or willful misconduct of the Indemnified Parties; or (B) a natural disaster or other act of God, such as an earthquake; or (C) the independent action of a third party who is neither one of the Indemnified Parties nor the CONSULTANT, nor its principal, officer, agent, employee, nor CONSULTANT’s supplier, CONSULTANT, Subconsultant, subcontractor, nor anyone employed directly or indirectly by any of them. Exceptions (A) through (B) above shall not apply, and CONSULTANT shall, to the fullest extent permitted by law, indemnify the Indemnified Parties, from Claims arising from more than one cause if any such cause taken alone would otherwise result in the obligation to indemnify hereunder. PDSA PROJECT NO. P1-126 Revised 062821 PRIMARY SEDIMENTATION BASINS NO. 3-5 REPLACEMENT AT PLANT NO. 1 Page 18 of 20 CONSULTANT’s liability for indemnification hereunder is in addition to any liability CONSULTANT may have to OC SAN for a breach by CONSULTANT of any of the provisions of this Agreement. Under no circumstances shall the insurance requirements and limits set forth in this Agreement be construed to limit CONSULTANT’s indemnification obligation or other liability hereunder. The terms of this Agreement are contractual and the result of negotiation between the parties hereto. Accordingly, any rule of construction of contracts (including, without limitation, California Civil Code Section 1654) that ambiguities are to be construed against the drafting party, shall not be employed in the interpretation of this Agreement. 23. DUTY TO DEFEND The duty to defend hereunder is wholly independent of and separate from the duty to indemnify and such duty to defend shall exist regardless of any ultimate liability of CONSULTANT and shall be consistent with Civil Code Section 2782.8. Such defense obligation shall arise immediately upon presentation of a Claim by any person if, without regard to the merit of the Claim, such Claim could potentially result in an obligation to indemnify one or more Indemnified Parties, and upon written notice of such Claim being provided to CONSULTANT. Payment to CONSULTANT by any Indemnified Party or the payment or advance of defense costs by any Indemnified Party shall not be a condition precedent to enforcing such Indemnified Party’s rights to indemnification hereunder. In the event a final judgment, arbitration, award, order, settlement, or other final resolution expressly determines that the claim did not arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the CONSULTANT, to any extent, then the DISTRICT will reimburse CONSULTANT for the reasonable costs of defending the Indemnified Parties against such claims. CONSULTANT’s indemnification obligation hereunder shall survive the expiration or earlier termination of this Agreement until such time as action against the Indemnified Parties for such matter indemnified hereunder is fully and finally barred by the applicable statute of limitations. 24. CONSULTANT PERFORMANCE The CONSULTANT’s performance shall be evaluated by OC SAN. A copy of the evaluation shall be sent to the CONSULTANT for comment. The evaluation, together with the comments, shall be retained by OC SAN and may be considered in future CONSULTANT selection processes. 25. COMPLIANCE WITH OC SAN POLICIES AND PROCEDURES CONSULTANT shall comply with all OC SAN policies and procedures including the Contractor Safety Standards, as applicable, all of which may be amended from time to time. 26. CLOSEOUT When OC SAN determines that all work authorized under the Agreement is fully complete and that OC SAN requires no further work from CONSULTANT, or the Agreement is otherwise terminated or expires in accordance with the terms of the PDSA PROJECT NO. P1-126 Revised 062821 PRIMARY SEDIMENTATION BASINS NO. 3-5 REPLACEMENT AT PLANT NO. 1 Page 19 of 20 Agreement, OC SAN shall give the Consultant written notice that the Agreement will be closed out. CONSULTANT shall submit all outstanding billings, work submittals, deliverables, reports or similarly related documents as required under the Agreement within thirty (30) days of receipt of notice of Agreement closeout. Upon receipt of CONSULTANT’s submittals, OC SAN shall commence a closeout audit of the Agreement and will either: i. Give the CONSULTANT a final Agreement Acceptance: or ii. Advise the CONSULTANT in writing of any outstanding item or items which must be furnished, completed, or corrected at the CONSULTANT’s cost. CONSULTANT shall be required to provide adequate resources to fully support any administrative closeout efforts identified in this Agreement. Such support must be provided within the timeframe requested by OC SAN. Notwithstanding the final Agreement Acceptance the CONSULTANT will not be relieved of its obligations hereunder, nor will the CONSULTANT be relieved of its obligations to complete any portions of the work, the non-completion of which were not disclosed to OC SAN (regardless of whether such nondisclosures were fraudulent, negligent, or otherwise); and the CONSULTANT shall remain obligated under all those provisions of the Agreement which expressly or by their nature extend beyond and survive final Agreement Acceptance. Any failure by OC SAN to reject the work or to reject the CONSULTANT’s request for final Agreement Acceptance as set forth above shall not be deemed to be acceptance of the work by OC SAN for any purpose nor imply acceptance of, or agreement with, the CONSULTANT’s request for final Agreement Acceptance. 27. OPINIONS OF COST OC SAN acknowledges that construction estimates, financial analyses and feasibility projections are subject to many influences including, but not limited to, price of labor and materials, unknown or latent conditions of existing equipment or structures, and time or quality of performance by third parties. OC SAN acknowledges that such influences may not be precisely forecasted and are beyond the control of CONSULTANT and that actual costs incurred may vary substantially from the estimates prepared by CONSULTANT. CONSULTANT does not warrant or guarantee the accuracy of construction or development cost estimates. 28. ENTIRE AGREEMENT This Agreement constitutes the entire understanding and agreement between the Parties and supersedes all previous negotiations between them pertaining to the subject matter thereof. PDSA PROJECT NO. P1-126 Revised 062821 PRIMARY SEDIMENTATION BASINS NO. 3-5 REPLACEMENT AT PLANT NO. 1 Page 20 of 20 IN WITNESS WHEREOF, this Agreement has been executed in the name of OC SAN and CONSULTANT by their respective duly authorized officers as of the day and year first written above. BLACK & VEATCH CORPORATION By __________________________________________________ Date __________________________________________________ Printed Name & Title ORANGE COUNTY SANITATION DISTRICT By __________________________________________________ John B. Withers Date Board Chairman By __________________________________________________ Kelly A. Lore Date Clerk of the Board By __________________________________________________ Ruth Zintzun Date Purchasing & Contracts Manager Attachments: Attachment “A” Scope of Work Attachment “B” Labor Hour Matrix Attachment “C” Not Attached Attachment “D” Allowable Direct Costs Attachment “E” Fee Proposal Attachment “F” Not Used Attachment “G” Not Attached Attachment “H” Not Used Attachment “I” Cost Matrix and Summary Attachment “J” Not Attached Attachment “K” Minor Subconsultant Hourly Rate Schedule Attachment “L” Contractor Safety Standards Attachment “M” Iran Contracting Act Verification WC:yp ATTACHMENT “A” SCOPE OF WORK 04-02-2020 P1-126 – Design SOW Page 1 of 61 ATTACHMENT "A" SCOPE OF WORK Primary Sedimentation Basins No. 3-5 Replacement at Plant No. 1 Project No. P1-126 04-02-2020 P1-126 – Design SOW Page 2 of 61 TABLE OF CONTENTS 1. PROJECT REQUIREMENTS ................................................................................................................ 5 SUMMARY...................................................................................................................... 5 1.0.1 Professional Design Engineering Services ............................................................ 5 1.0.2 Professional Licensing requirements ..................................................................... 5 BACKGROUND .............................................................................................................. 5 GENERAL PROJECT DESCRIPTION ....................................................................... 5 PROJECT EXECUTION PHASES............................................................................... 6 DESCRIPTION OF PROJECT ELEMENTS .............................................................. 6 1.4.1 PROJECT ELEMENT 1 – DEMOLITION .......................................................... 6 1.4.2 PROJECT ELEMENT 2 – PRIMARY CLARIFIERS 3, 4, and 5 ........................ 8 1.4.3 PROJECT ELEMENT 3 – ODOR TREATMENT SYSTEM .............................. 9 1.4.4 PROJECT ELEMENT 4 – PRIMARY METERING STRUCTURES .............. 10 1.4.5 PROJECT ELEMENT 5 – ELECTRICAL IMPROVEMENTS ......................... 10 1.4.6 PROJECT ELEMENT 6 – YARD PIPING ........................................................ 12 1.4.7 PROJECT ELEMENT 7 – UTILITIES & MISCELLANEOUS ITEMS ........... 13 1.4.8 Temporary Facilities During Construction .......................................................... 13 1.4.9 Coordination with Other Projects ........................................................................ 13 DESIGN CONSIDERATIONS .................................................................................... 14 1.5.1 Technology and configuration choices ................................................................ 14 1.5.2 Design Decisions ................................................................................................. 15 1.5.3 Design Selection Criteria..................................................................................... 15 1.5.4 Project Element Description Revisions ............................................................... 15 1.5.5 Cost Model .......................................................................................................... 15 PROJECT SCHEDULE ............................................................................................... 15 1.6.1 General ................................................................................................................ 15 2. PHASE 2 – PRELIMINARY DESIGN .................................................................................................. 16 Preliminary Design Execution ...................................................................................... 17 2.0.1 Preliminary Design Decision Plan (PDDP) ......................................................... 17 Preliminary Design Production .................................................................................... 17 2.1.1 General ................................................................................................................ 17 2.1.2 Design Memos ..................................................................................................... 17 2.1.3 Project Specific Design Memos .......................................................................... 20 2.1.4 Preliminary Design Drawings ............................................................................. 20 2.1.5 Preliminary Design Report (PDR) Production, Contents and Organization ....... 20 2.1.6 Preliminary Design Cost Estimate ...................................................................... 21 Preliminary Design Activities ....................................................................................... 21 2.2.1 Plant No. 1 Hydraulic Model Update .................................................................. 21 2.2.2 Condition Assessment ......................................................................................... 23 2.2.3 Primary Odor Scrubber Complex Condition Assessment ................................... 23 2.2.4 Primary Odor Scrubber Complex Rehabilitation and Replacement .................... 24 2.2.5 Primary Effluent Pipeline Configurations ........................................................... 24 2.2.6 Primary Metering Structure ................................................................................. 24 2.2.7 Easements, Property Boundaries and Work Area Limits .................................... 25 2.2.8 Topographic Survey ............................................................................................ 25 2.2.9 Geotechnical Investigation .................................................................................. 25 2.2.10 Utility Investigation ............................................................................................. 26 2.2.11 Fire Protection Services....................................................................................... 29 1.0 1.1 l.2 ].3 1.4 1.5 ].6 2.0 2.1 2.2 04-02-2020 P1-126 – Design SOW Page 3 of 61 2.2.12 Electrical Load Measurements ............................................................................ 29 2.2.13 Value Engineering Assistance ............................................................................. 30 2.2.14 Environmental Documentation ............................................................................ 31 2.2.15 Permitting Assistance .......................................................................................... 31 2.2.16 Project Management ............................................................................................ 33 2.2.17 Risk Management ................................................................................................ 34 2.2.18 Quality Control .................................................................................................... 35 PDR Workshops and Meetings .................................................................................... 35 2.3.1 General ................................................................................................................ 35 2.3.2 PDR Production Workshops ............................................................................... 35 2.3.3 Design memo Workshops ................................................................................... 36 2.3.4 Project Specific Design Memo Workshops ......................................................... 36 2.3.5 PDR Review Workshops ..................................................................................... 37 2.3.6 Equipment and Process Redundancy Workshop ................................................. 37 2.3.7 Maintainability Workshops ................................................................................. 38 2.3.8 PDR Constructability Workshop ......................................................................... 39 2.3.9 Technical Progress Meetings............................................................................... 39 2.3.10 Focused Meetings ................................................................................................ 39 2.3.11 Coordination with Other Projects Meetings ........................................................ 40 2.3.12 Stormwater Compliance Meeting ........................................................................ 41 3. PHASE 3 – DESIGN ............................................................................................................................ 41 Bid Documents ............................................................................................................... 41 3.0.1 General ................................................................................................................ 41 3.0.2 Engineering Design Guideline Updates .............................................................. 41 3.0.3 General Requirements and Additional General Requirements ............................ 41 3.0.4 Design submittals ................................................................................................ 42 3.0.5 Cable and Conduit Schedule ............................................................................... 42 3.0.6 Commissioning Plan Materials ........................................................................... 42 3.0.7 Equipment and Instrumentation Database (EID) ................................................ 43 3.0.8 SCADA Administration Tool (SAT) .................................................................. 43 3.0.9 Construction Submittal Items List ....................................................................... 43 3.0.10 Temporary Facilities During Contruction ........................................................... 44 Design Support Documentation ................................................................................... 44 3.1.1 Design Submittal Support Documentation .......................................................... 44 3.1.2 Construction Cost Estimate ................................................................................. 45 3.1.3 Construction Schedule ......................................................................................... 45 3.1.4 Procurement Alternatives .................................................................................... 46 Design Activities ............................................................................................................ 46 3.2.1 Easements, Property Boundaries and Work Area Limits .................................... 46 3.2.2 Topographic Survey ............................................................................................ 46 3.2.3 Geotechnical Baseline Report ............................................................................. 46 3.2.4 Utility Investigation ............................................................................................. 47 3.2.5 Fire Protection Services....................................................................................... 47 3.2.6 Noise Evaluation Services ................................................................................... 47 3.2.7 Environmental Documentation ............................................................................ 47 3.2.8 Permitting assistance ........................................................................................... 47 3.2.9 Project Management ............................................................................................ 48 3.2.10 Risk Management ................................................................................................ 48 3.2.11 Quality Control .................................................................................................... 48 Design Workshops and Meetings ................................................................................. 48 2.3 3.0 3.1 3.2 3.3 04-02-2020 P1-126 – Design SOW Page 4 of 61 3.3.1 General ................................................................................................................ 48 3.3.2 Design Phase Workshops .................................................................................... 48 3.3.3 Pre-DS2 Constructability Workshop ................................................................... 49 3.3.4 Design Phase Meetings ....................................................................................... 50 3.3.5 Consultant Office Technical Meetings (COTMs) ............................................... 52 3.3.6 Coordination with Other Projects Meetings ........................................................ 52 3.3.7 Commissioning Team Meetings .......................................................................... 53 3.3.8 Safety and Risk Meeting ..................................................................................... 53 3.3.9 Construction Submittal Items List Meeting ........................................................ 54 3.3.10 Stormwater Compliance Meeting ........................................................................ 54 Bid Phase Support Services .......................................................................................... 54 3.4.1 Bid Phase Support Services ................................................................................. 54 3.4.2 Bid Evaluation Assistance ................................................................................... 54 3.4.3 Conformed Document Preparation ...................................................................... 54 4. PHASE 4 – CONSTRUCTION AND INSTALLATION SERVICES ..................................................... 54 5. PHASE 5 – COMMISSIONING SERVICES ........................................................................................ 54 6. PHASE 6 – CLOSE OUT .................................................................................................................... 54 7. GENERAL REQUIREMENTS ............................................................................................................. 54 GENERAL ..................................................................................................................... 54 7.0.1 OC San Engineering Design Guidelines and Strategic Plan ............................... 54 7.0.2 Project Phases and Tasks ..................................................................................... 55 7.0.3 Construction Sequencing and Constraints ........................................................... 55 7.0.4 Working Hours .................................................................................................... 55 7.0.5 Standard Drawings and Typical Details .............................................................. 56 7.0.6 Software .............................................................................................................. 56 7.0.7 Submittal Review using Bluebeam ..................................................................... 56 7.0.8 Word Track Changes ........................................................................................... 56 7.0.9 GIS Submittals .................................................................................................... 56 7.0.10 PMWeb Procedures ............................................................................................. 57 8. PROJECT-SPECIFIC DEVIATIONS FROM OC SAN DESIGN GUIDELINES .................................. 58 ENGINEERING DESIGN GUIDELINES CHAPTER 01, “DESIGN GUIDELINES – GENERAL REQUIREMENTS” ........................................................................................... 58 8.0.1 SECTION 1.2.15 “mISCELLANEOUS REQUIREMENTS” ............................ 58 8.0.2 ENGINEERING DESIGN GUIDELINES CHAPTER 06, “MECHANICAL DESIGN” ........................................................................................................................ 59 8.0.3 NOT USED ......................................................................................................... 59 8.0.4 ENGINEERING DESIGN GUIDELINES, CHAPTER 11, “INSTRUMENTATION AND CONTROL” .................................................................. 60 9. STAFF ASSISTANCE ......................................................................................................................... 60 10. EXHIBITS ............................................................................................................................................ 60 3.4 7.0 8.0 04-02-2020 P1-126 – Design SOW Page 5 of 61 1. PROJECT REQUIREMENTS SUMMARY 1.0.1 PROFESSIONAL DESIGN ENGINEERING SERVICES A. Provide professional design engineering services for the project as described herein. 1. Preliminary Design Report 2. Environmental documentation services 3. Permitting assistance 4. Preparation of bid documents 1.0.2 PROFESSIONAL LICENSING REQUIREMENTS A. All plans and specifications shall be prepared by a professional engineer licensed in the State of California of the associated discipline. B. CONSULTANT shall secure the services of a Professional Architect licensed in the State of California to determine the architectural requirements, develop and prepare preliminary design documents, and prepare final plans and specifications. C. CONSULTANT shall secure the services of a Professional Fire Protection Engineer licensed in the State of California to determine fire protection requirements, develop and prepare preliminary design documents, and prepare final plans and specifications. BACKGROUND There are various primary treatment facilities at Plant 1, the oldest being the three circular primary clarifiers. These facilities were constructed around the early 1960’s by projects P1-1 and P1-11 and are nearing the end of their useful life. A concept study was performed in 2017 to assess the condition of the east side primary treatment facilities and identify recommended improvements. The study concluded the best alternative is to replace the primary clarifiers in-kind, only at a higher elevation to allow for the abandonment of the Primary Effluent Pump Station (PEPS). A subsequent study, PS19-02, also evaluated the facilities to understand if P1-126 could take a phased approach to construction to allow for some amount of treatment capacity to be available from the circular primary clarifiers. The conclusion of this study was that, while possible, a phased approach is not preferred. GENERAL PROJECT DESCRIPTION The primary purpose of this project is to replace Primary Clarifiers 3, 4, and 5 (circular) at Plant 1, which are nearing the end of their useful life. The replacement clarifiers will renew the useful life of this process area, providing necessary treatment capacity and flexibility. The project will also replace all ancillary facilities necessary for the operation of the clarifiers, such as electrical facilities, yard piping, and utilities. The project will also demolish the old control center and primary clarifiers 1 and 2. The project includes the replacement of the primary scrubber facility with a new facility adequate to treat odors from Primary Clarifiers 3-31 (circular and rectangular). Figure 1 shows the general boundary of the project. Exhibit 19 Plant No. 1 Hydraulic Map shows structures and pipelines referenced in this scope of work and provides an overview of the general hydraulic layout. 1.0 1.1 1.2 04-02-2020 P1-126 – Design SOW Page 6 of 61 Figure 1 – Project P1-126 Boundary PROJECT EXECUTION PHASES All OC San projects are divided into six phases. CONSULTANT shall provide engineering services for all Project Elements listed in this Scope of Work for the following Phases: Phase 1 – Project Development (Not in this Scope of Work) Phase 2 – Preliminary Design Phase 3 – Design Phase 4 – Construction (Not in this Scope of Work) Phase 5 – Commissioning (Not in this Scope of Work) Phase 6 – Close Out (Not in this Scope of Work) DESCRIPTION OF PROJECT ELEMENTS Detailed descriptions of the Project Elements are presented below. 1.4.1 PROJECT ELEMENT 1 – DEMOLITION 1.3 1.4 04-02-2020 P1-126 – Design SOW Page 7 of 61 A. The construction of Primary Clarifiers 3, 4, and 5 will require the demolition of certain existing facilities that include, but may not be limited to, the following (reference Exhibit 19 Plant No. 1 Hydraulic Map for location of these structures): 1. Primary clarifier 3-5 structures and associated mechanical and electrical equipment including: a. Sludge/scum pump room for Primary Clarifiers 3 and 4 b. Electrical room for Primary Clarifiers 3 and 4 c. Sludge/scum pump room for Primary Clarifier 5 d. Electrical room for Primary Clarifier 1, 2 and 5 2. Influent structure JS-A from Headworks 1, if required to replace influent piping 3. Eastside Basin Distribution Box (EBDB) 4. Primary Effluent Diversion Box 1 (PEDB-1) 5. Primary Effluent Pump Station (PEPS) equipment 6. Primary Effluent Junction Box (PEJB) if the facility cannot accommodate the future hydraulic conditions 7. Effluent structures JB-B, JB-C, JB-5, JB-4, and primary effluent piping between these structures and PEPS as required to facilitate construction of new piping and for hydraulic improvements 8. 42-inch primary influent pipes from EBDB to each clarifier 9. All effluent piping between the clarifiers and PEPS including: a. 42-inch to 54-inch pipes from each clarifier to PEJB b. 48-inch and 60-inch pipes from PEJB to PEDB-1 c. 60-inch pipe from PEDB-1 to PEPS 10. Plant utilities within the construction area as required to facilitate demolition and construction of the major facilities including but not limited to water, air, natural gas, and drains. Relocation of utilities are covered by Project Element 7 Utilities and Miscellaneous Items. 11. Primary Odor Control Facility including foul air piping, scrubbers, fans, and chemical equipment B. Demolition of additional structures not directly related to the replacement of Primary Clarifiers 3, 4 and 5 and the primary odor control system include: 1. Primary Clarifiers 1 and 2 2. Old Control Center Building 3. Power Building 4 electrical equipment and standby generator as described in Project Element 5 C. Assumptions for Level of Effort 1. For the purpose of estimating the predesign and design phase levels of effort, the CONSULTANT shall make the following assumptions regarding this project element: a. Foul air piping for Primary Clarifiers 3 and 4 will be demolished or abandoned, whichever is more practical, and replaced in entirety. Foul air piping for Primary Clarifiers 6-31 will only be demolished and replaced to the extent required to facilitate 04-02-2020 P1-126 – Design SOW Page 8 of 61 construction of and connection to the new Primary Odor Control Facility. Primary odor control treatment capacity must be maintained during construction of this project. b. Tunnels 12 and 14 must be protected in place except for the portion of Tunnel 12 between Tunnel 14 and the Primary Clarifiers 3 and 4 pump room. c. All other existing tunnels will be protected in place. d. Demolition of the PEPS facility will include only the mechanical, piping, associated electrical, and ancillary support equipment. The building will be protected in place because it is shared with Blower Building 1. e. Cengen catalytic converters (Project J-111) are supported by the south wall of primary clarifiers 1-2. The catalytic converters must be protected in place. f. Plant radio tower adjacent to the Old Control Center must be relocated to facilitate demolition of the Old Control Center. 1.4.2 PROJECT ELEMENT 2 – PRIMARY CLARIFIERS 3, 4, AND 5 A. Replacement of the three existing circular primary clarifiers (3, 4, and 5) is required per Alternative 2 of the Concept Report. The clarifiers will be replaced in-kind, approximately in the same locations, with the same treatment and hydraulic capacity, but with a higher operating elevation to allow for gravity flow to Activated Sludge Plant 1 (AS-1). All mechanical and electrical support facilities including sludge and scum pump rooms, electrical rooms, ventilation systems and piping, drain systems, utility systems, piping, cables, and conduit will be replaced. The clarifiers will have sludge blanket analyzers, sludge density meters, weir washing system, and a tank washing system. Primary sludge will be conveyed through a new 12-inch primary sludge line (PS3) from the new clarifiers through Tunnels 12, 13, and 9 to the digesters and along East Perimeter Road to the thickening process. B. Assumptions for Level of Effort 1. For the purpose of estimating the predesign and design phase levels of effort, the CONSULTANT shall make the following assumptions regarding this project element: a. Demolition and replacement of all three clarifiers will occur concurrently. Phased clarifier construction was evaluated under PS19-02 and is not preferred (see Exhibit 19). However, completion of effluent structures between PEJB and AS-1 may be required as early completion milestones in order to improve wet weather flow conveyance from Primary Clarifiers 6-31 to the secondary process prior to completion of the clarifiers and the influent piping. b. The clarifiers will have flat covers, with the same functionality as the aluminum covers designed for the P2-98A project with at least 80% of cover panels hinged to allow visual observation of the water surface. The covers may require a sole source procurement. Drawings of the P2-98A covers are included in Exhibit 19. c. The new basins will be designed at a higher hydraulic grade to allow for the elimination of the downstream PEPS. The new hydraulic grade will also allow for greater flexibility to manage flow between the eastside and westside clarifiers, and for primary effluent flow routing between AS-1, AS-2, and the Trickling Filters under various flow conditions. d. Primary Clarifiers 3 and 4 are currently served by a common pump room and electrical room. Primary clarifier 5 is served by its own pump room and electrical room which also serves existing Primary Clarifiers 1 and 2. Two separate pump rooms and two separate electrical rooms are required to serve the three clarifiers due to their location and Tunnels 12 and 14. 04-02-2020 P1-126 – Design SOW Page 9 of 61 e. New arc-rated motor control centers, RIO panels, PLC, network equipment, field control panels, and associated power distribution equipment will be housed in the new electrical rooms. All existing cables, conduits, and instrumentation will be replaced. f. The existing PS1 and PS2 pipelines will also serve Primary Clarifiers 3-5, however the new PS3 pipeline will convey primary sludge only from the Primary Clarifiers 3-5. The new PS3 pipeline will connect to the sludge blend tanks at the Thickening and Dewatering facility and the digesters. Connections at the digesters will be on the PS1/PS2 header or in the TWAS connection. No new digester penetrations are required. The alignment of the PS3 pipeline will be along the same general alignment as the existing PS1/PS2 pipelines through Tunnels 12, 13, 9 and along the pipe rack on East Perimeter Road. Modifications to the existing pipe racks will be required to accommodate the new pipeline. Drawings of the pipe rack on East Perimeter Road are included in Exhibit 19. g. Analysis of the clarifiers includes identifying the maximum allowable treatment capacity of the new clarifiers beyond the existing capacity. Identifying the maximum recommended clarifier capacity shall be limited to a review of industry accepted practice and CONSULTANT experience. Recommendations will be presented for clarifier improvements to maximize capacity (e.g. sidewater depth, perimeter baffles, or center feedwell baffles). Additional analysis including, but not limited to, CFD modeling of the clarifiers is not included in this effort. 1.4.3 PROJECT ELEMENT 3 – ODOR TREATMENT SYSTEM A. Foul air from the existing Primary Clarifiers 1-5, Primary Clarifiers 6-31, and EBDB is currently treated at the Primary Odor Scrubber Complex for hydrogen sulfide (H2S). Foul air from three 48-inch pipes from the westside clarifiers (Primary Clarifiers 6-31) and two 48-inch pipes from the eastside clarifiers (Primary Clarifiers 1-5) currently combine in a common header at the Primary Odor Scrubber Complex and is fed into four chemical scrubbers operating in a three duty, one standby configuration. However, currently all four scrubbers are needed to be in operation to serve Primary Clarifiers 6-31. Four, two-speed blowers convey approximately 120,000 cfm of combined foul air from all the primary clarifiers. Odor is treated using caustic, bleach, and muriatic acid chemical feeds based on monitored hydrogen sulfide levels. B. The existing Primary Odor Scrubber Complex does not have sufficient capacity to provide the required air exchanges per hour to all of the eastside and westside primary clarifiers and is at the end of its useful life. A new, single Primary Odor Scrubber Complex serving Primary Clarifiers 6-31, Primary Clarifiers 3-5, and the EBDB will be constructed to replace the existing facility. The new facility will provide treatment of hydrogen sulfide (H2S) and methyl mercaptan odor compounds and will be designed to meet SCAQMD permit requirements for H2S removal. C. The new Primary Odor Scrubber Complex will also include caustic storage, pumping, and piping facilities to provide chemical dosing to the Trickling Filter wetwell for the purposes of pH adjustment for snail control. New pH meters will be required at the Trickling Filters to measure and control the caustic dosing. Currently, dosing is performed manually at the Tricking Filters by lifting totes to the top of the wet well and feeding with a hose. D. Assumptions for Level of Effort 1. For the purpose of estimating the predesign and design phase levels of effort, the CONSULTANT shall make the following assumptions regarding this project element: a. The location of the new Primary Odor Scrubber Complex will be determined during Preliminary Design. For design level of effort, assume the location will be in the area of the existing parking lot directly west of the existing Primary Scrubber Complex such that the existing facility may remain in service while the new facilities are constructed. 04-02-2020 P1-126 – Design SOW Page 10 of 61 b. New foul air ventilation ductwork from the westside clarifiers to the Primary Scrubber Complex will only be replaced to the extents required to make the connections to the new Primary Scrubber Complex. c. For design level of effort, assume dual stage chemical scrubbers as the basis for design. 1.4.4 PROJECT ELEMENT 4 – PRIMARY METERING STRUCTURES A. The existing primary influent structure consists a confined-space vault structure north of the existing Headworks 1 and Grit Chamber facilities with an insertion-type flowmeter on each of the three primary influent pipelines. The meters have been unreliable and are difficult to access for maintenance. Currently, there is no flow to the eastside clarifiers but Primary Clarifiers 3 and 4 may be placed in operation in the near future until the facilities are demolished. Flow to the westside clarifiers is calculated based on the sum of influent meters at headworks as well as additional side stream flows. B. In order to operate the new eastside clarifiers, reliable flow measurement is required on the 72-inch primary influent pipe. This project will address the need for flow measurement to the eastside clarifiers by replacing the flowmeter for the 72-inch primary influent pipe and providing a new vault structure for maintenance access. The vault structure will include ventilation and stairway access to eliminate the need for a confined space permit for maintenance. C. Assumptions for Level of Effort 1. For the purpose of estimating the predesign and design phase levels of effort, the CONSULTANT shall make the following assumptions regarding this project element: a. Replacement of the flowmeters on the two, 90-inch primary influent pipes is not part of the scope of work. b. Additional flow metering may be required for flow control across the eastside and westside clarifier trains. For design level of effort, assume one flow metering structure will be required for metering of primary effluent flow on the new primary effluent pipeline. 1.4.5 PROJECT ELEMENT 5 – ELECTRICAL IMPROVEMENTS A. Power Building 4 (PB-4) provides power to the Control Center, Lab, Chiller Building, Vehicle Maintenance Building, Waste Side Stream Pump Station, Shops, and the Primary Odor Scrubber Complex. The following improvements will be required for PB-4: 1. All existing motor control centers and 12kV load interrupter switches in PB-4 will be replaced with new 12kV load interrupter switches (one for each 12kV feed and no tie), 480V switchgear with an automatic transfer scheme, motor control centers, and lighting transformer and panelboard. Required new equipment and associated appurtenances, such as battery systems for switchgear control, shall also be provided. Air conditioning will be added to the PB-4 generator room. The existing oil-filled transformers and associated high resistance grounding equipment will They be re-used and tied in to the new equipment. The high resistance grounding equipment shall be relocated as required. Electrical SCADA shall be provided per OC San design guidelines. 2. The existing standby power generator which serves PB-4 fed loads, will be demolished and standby power for PB-4 will be provided through a new connection to the standby power generator in Power Building 8 (PB-8) upon confirmation of adequate spare capacity. 3. Seismic retrofits will be added to the building roof and louvers as identified by PS15-06 to meet current California Building Code (CBC) requirements. 04-02-2020 P1-126 – Design SOW Page 11 of 61 B. PB-7 provides power to the primary polymer facility, Primary Clarifiers 6-31, and Primary Clarifiers 3-5. The following improvements will be required for PB-7: 1. Provide new power feeds to the new MCCs associated with new Primary Clarifiers 3-5 and the Primary Odor Scrubber Complex. The original PB-7 design accounted for the existing Primary Odor Scrubber Complex loads and included two motor control centers (MCC-SA and MCC-SB) that were never used and it is unclear if conduits were ever installed. These MCCs will be replaced with new MCCs within PB-7 that will provide power to the new Primary Odor Scrubber Complex. C. PB-8 provides power to the trickling filters. The following improvements will be required for PB-8: 1. Provide standby power feeds to the new PB-4 480V switchgear. The required modifications to existing PB-8 (electrical and controls) will be performed to accommodate the new power feeds. D. Assumptions for Level of Effort 1. For the purpose of estimating the predesign and design phase levels of effort, the CONSULTANT shall make the following assumptions regarding this project element: a. New 480V switchgear in PB4 will be double-ended switchgear with an automated transfer scheme. Normal power and standby power sources will be connected to the new switchgear based on OC San design guidelines. b. All equipment associated with the PB-4 generator, including batteries, control panels, day tank, underground storage tank, wiring, piping and associated appurtenances no longer utilized will be demolished. c. Relocation of the switchgear in PB-4 will require associated HMI to be relocated as well. Associated PLC and network equipment will be added and relocated as necessary. d. Existing feeds to Control Center, Lab, Chiller Building, Vehicle Maintenance Building, Waste Side Stream Pump Station, and Shops, which are presently fed from MCCs-SP and MCC-R, will be re-fed from the new 480V switchgear. e. New 12kV power distribution will be via new LI switches located in PB-4. f. New switchgears and MCCs will be arc-rated with the required arc blast exhaust ducting. Arc-blast ductwork from arc-resistant low voltage switchgear and MCCs will exhaust inside the room as permitted by manufacturer’s space requirements. Arc-blast ductwork from arc-resistant medium voltage switchgear will be routed out of the building and/or electrical rooms to locations that are deemed safe for personnel and avoid hazardous conditions. g. Existing cables and conduit associated with the demolished MCCs and switchgears will be replaced. h. The new Odor Scrubber Complex will be fed from PB-7 upon confirmation of adequate spare capacity in the normal and standby modes of operation. i. The J-47 Cable Tray Improvements at Plant No. 1 Study identified existing electrical and structural cable tray deficiencies in the Plant No. 1 primary clarifiers area. For design level of effort, assume that the existing deficient cable trays will be utilized and modified by this project in all areas except the basement of Power Building 4 and that the deficiencies identified by Project J-47 will need to be corrected by this project for the impacted cable trays. Reference Exhibit 26 for details. j. Seismic retrofits required for PB-4 will be those identified by PS15-06 (listed below) to mitigate incomplete load path at the north side of the high roof diaphragm. 04-02-2020 P1-126 – Design SOW Page 12 of 61 (1) Provide concentric x-braced frames at 4 existing 8 ft by 5 ft louvers. (2) Provide steel framed blocking at the roof level welded to the roof deck. Provide a new steel member sill anchored to the top of the existing masonry wall with epoxy anchors. 1.4.6 PROJECT ELEMENT 6 – YARD PIPING A. Yard piping includes the following: 1. Distribution boxes and junction structures required for primary influent and effluent flow conveyance including the EBDB, PEJB, PEDB 1, and PEJB-1. 2. Overflow piping from distribution boxes and junction structures listed above. 3. All primary influent piping from existing Primary Influent Metering Structure to eastside clarifiers. 4. All primary effluent piping from the eastside clarifiers to AS-1 and secondary effluent piping from Trickling Filters to AS-1. 5. Cengen cooling water discharge piping into PEDB-1 and the Dissolved Air Flotation Thickeners (DAFT) underflow discharge into PEPS which may need to be relocated to facilitate the demolition of PEPS. B. Assumptions for Level of Effort 1. For the purpose of estimating the predesign and design phase levels of effort, the CONSULTANT shall make the following assumptions regarding this project element: a. All piping, including the primary effluent piping connection to AS-1, will be replaced and not rehabilitated. b. The PEJB may be adequate to handle the increased hydraulic head from raising Primary Clarifiers 3-5. However, the CONSULTANT should assume the structure is requires replacement to accommodate the new piping connections between the clarifiers, Trickling Filters, and PEDB-1. c. New effluent structures must provide for flow control of primary effluent from Primary Clarifiers 3-5 to AS-1 and to the Trickling Filters. Additionally, new effluent structures and piping must allow primary effluent from the eastside of Primary Clarifiers 6-31 to be conveyed to AS-1 by flowing past the Trickling Filters and directly into the AS- 1 influent box from the east side. The primary effluent piping to AS-1 will require replacement of JB-B and JB-C. The existing connection from the Trickling Filter effluent box to AS-1 will discharge to new PEDB-1 overflow because the effluent weir is lower than the AS-1 influent weirs. d. For design level of effort, CONSULTANT shall perform analysis to determine if DAFT underflows, Cengen Cooling and associated drainage in that part of the plant can be redirected by gravity to AS-1 or by gravity to the plant drain system tributary to the sidestream waste pump station. If determined feasible, effort includes development of a recommendation and design. Design of a lift station solution or modifications to existing sump pump pumping/piping is not included. e. Replacement of the primary effluent piping connection to AS-1 will require relocation of the transformers for the blower building and PEPS as well as the CNG facilities. f. Improvements to the westside clarifiers and primary effluent structures are not included in this scope. 04-02-2020 P1-126 – Design SOW Page 13 of 61 g. The connection into AS-1 will terminate upstream of the AS-1 eastside influent flowmeter isolation valve. 1.4.7 PROJECT ELEMENT 7 – UTILITIES & MISCELLANEOUS ITEMS A. Utility system connections required for the new eastside clarifier facilities include: 1. Electrical power distribution and controls 2. Water, air, and drains 3. Chemical feed piping from existing Primary Polymer Facility 4. HVAC, fire alarm, fiber and communications, telephone, public address system, access control and security cameras 5. Utility relocations required for construction of the new facilities 6. New Primary Sludge pipeline (PS 3) from Primary Clarifiers 3-5 to solids process through Tunnels 12, 13, and 9 7. Tunnel 12 modifications 8. Grading, paving, and storm water drainage The project boundary in Figure 1 shows the general extents of utility systems. 1.4.8 TEMPORARY FACILITIES DURING CONSTRUCTION A. In certain cases, construction sequencing constraints may require the contractor to construct a temporary facility to be used during a certain portion of the construction period. CONSULTANT shall identify in what instances such facilities are required or reasonably warranted and present those instances with implementation plans and construction sequencing constraints to OC San for consideration. When such facilities are found to be either required or reasonably warranted, CONSULTANT shall provide sufficiently detailed drawings and specifications to be included in the Bid Documents that bidders understand what is required to provide and potentially operate the temporary facilities and that the reliability and performance of the facilities will meet OC San’s needs and reasonably mitigate construction risks. Examples of potential facilities include: 1. Temporary MCCs and power feeds from existing MCCs 2. Temporary piping to phase the replacement of the utilities in the tunnels 3. Bypass pumping to rehabilitate process structures 4. Temporary standby power to accommodate the transfer of electrical loads from existing electrical equipment to new electrical equipment and the phasing of the electrical system from the existing standby power electrical distribution equipment to the new equipment. 5. Temporary piping to re-route side stream flows from PEPS including the 12-inch Central Power Generation cooling water discharge into PEDB-1 and the DAFT underflows. 6. Temporary facilities for commissioning 1.4.9 COORDINATION WITH OTHER PROJECTS A. The following projects may impact or require coordination with this project: 1. P1-105, Headworks Rehabilitation at Plant No. 1. This project will rehabilitate and upgrade Plant No. 1 Headworks. Major facilities to be rehabilitated include the Metering and Diversion Structure, the Bar Screen Building, the Bin Loading Building, the Main Sewage 04-02-2020 P1-126 – Design SOW Page 14 of 61 Pump Station, the Grit Basins, the Primary Influent channels, the Headworks Odor Control Scrubbers, and electrical power distribution and control systems. New structures to be constructed as part of this project include Grit Pump Station, Grit Handling Building, Headworks Odor Control Facility, Electrical Buildings, and other support systems. 2. P1-132, Uninterruptible Power Supply Improvements at Plant 1. This project will provide a new regional Uninterruptible Power Supply (UPS) at Power Building 8 to provide critical power to facilities in the northwest region of Plant No. 1. New electrical distribution and branch circuit panelboards will replace existing old and obsolete equipment. The project will provide temporary power to maintain services to critical loads during construction. Miscellaneous 480-volt cables and circuit breakers will also be replaced. 3. P1-133, Primary Sedimentation Basins No. 6-31. This project will increase the reliability of the rectangular primary clarifiers at Plant No. 1 by replacing three primary sludge pumps, replacing the launders in the Primary Influent Splitter Box, and installing a sump pump to remove water accumulation in a below-grade foul air pipe. 4. P1-140, Activated Sludge-1 and Secondary Clarifier Rehabilitation. This project will perform a comprehensive rehabilitation of the Activated Sludge Facility No. 1 at Plant No. 1. The facilities in this project include Blower Building No. 1, Aeration Basins Nos. 1-10, Return Activated Sludge Pump Station and Secondary Clarifiers Nos. 1-26. A new Mixed Liquor Recycle (MLR) pump station and associated piping is also included in this project. 5. P2-133, B/C-Side Primary Sedimentation Basins Rehabilitation at Plant No. 2. This project will extensively rehabilitate B & C Sides of primary basins at Plant 2 to extend uselife by another 40 years. The work will rehabilitate 10 primary basins with new flat covers; rehabilitate sludge/ scum pump stations; rehabilitate distribution structure B & C; replace all mechanical and electrical systems; replace polymer system; rehabilitate structural and yard piping; replace North Scrubber Complex; relocate electrical and controls to Distribution Center F; and miscellaneous upgrades. 6. J-124 Digester Gas Facilities Replacement. This project will replace the low and high pressure digester gas facilities at Plant No. 1 and No. 2 to meet current and future needs such as projected gas production and Air Quality Management District and National Fire Protection Association regulations. The Plant No. 1 work includes replacement of all compressors and flares and rehabilitation of the existing gas compressor building. The Plant No. 2 work includes construction of a new gas compressor building, and replacement of the flares and gas compressors. 7. J-133 Laboratory Rehabilitation at Plant No. 1. This project will rehabilitate the existing Laboratory building at Plant No. 1 to meet current building, electrical and safety codes and to incorporate recommendations from the Seismic Evaluation Study. Amenities, utilities, and equipment will be upgraded and working spaces will be re-purposed and optimized to meet the existing needs of the Laboratory. This project also includes temporary Laboratory service relocations since it will need to be shut down during rehabilitation. 8. J-136 Power Building Structural Seismic Improvements at Plant No. 1 and 2. The buildings at Plant No. 1 and 2 that house electrical systems will undergo structural and geotechnical (soil) improvements to reduce the risk of failure during a significant seismic event. At Plant No. 1, this includes the 12 kV Service Center, Central Power Generation, and Power Buildings 2 and 4. At Plant No. 2, this includes the Boiler Building, Headworks Power, Headworks Standby Power, Central Power Generation, and Power Buildings B, C, D. DESIGN CONSIDERATIONS The following design considerations shall be carried from Preliminary Design through Final Design. 1.5.1 TECHNOLOGY AND CONFIGURATION CHOICES 1.5 04-02-2020 P1-126 – Design SOW Page 15 of 61 The project elements in this facility shall be achieved using proven technologies. Alternative means of accomplishing the project elements must be reviewed and accepted by OC San prior to detailed evaluation. All alternative technologies proposed should be currently operating in other wastewater treatment facilities of similar capacity. 1.5.2 DESIGN DECISIONS Design decisions shall be agreed upon by OC San prior to any work being performed by the CONSULTANT in preliminary and detailed design. All design decisions shall be documented. 1.5.3 DESIGN SELECTION CRITERIA A. Design selection shall consider construction, lifecycle, operation, and maintenance costs as well as process benefits and overall quality. When design recommendations are presented to OC San, the design selection criteria shall be clearly identified with the recommendation. B. The cost estimate shall consist of a life cycle cost analysis for the options proposed, including costs for engineering, construction, start-up, and operational and maintenance, and future rehabilitation and replacement. C. The construction cost estimate shall be as described in Engineering Design Guidelines Section 01.4.6 included as Exhibit 16 - OC San Engineering Design Guidelines and Standards – Available online at https://www.OC San.com/about- us/transparency/document-central/-folder-917. Life cycle cost analysis is described in Section 01.2.19 of the Guidelines. 1.5.4 PROJECT ELEMENT DESCRIPTION REVISIONS CONSULTANT shall review and revise the Project Element Descriptions using track changes at the end of Preliminary Design and at each design submittal. Changes shall be submitted to OC San for review. 1.5.5 COST MODEL A. CONSULTANT shall prepare the cost model to be used to demonstrate the true cost of major project decisions. With each major project decision, the CONSULTANT shall review and update the cost model. The cost model shall be a living document between the CONSULTANT and OC San to ensure that all changes are being acknowledged in the overall project cost. B. The cost model shall show the implications of the decisions on the life cycle costs and shall be used in the decision-making process. After decisions are made, the updated construction costs, and life cycle costs, shall be submitted for project records. C. The cost model shall be used to track project changes through final design. D. The construction cost estimate shall be as described in Engineering Design Guidelines Section 01.4.6 included as Exhibit 16 - OC San Engineering Design Guidelines and Standards – Available online at https://www.OC San.com/about- us/transparency/document-central/-folder-917. PROJECT SCHEDULE 1.6.1 GENERAL A. The table below lists the time frames associated with each major project deliverable and with OC San’s review and approval of those deliverables. CONSULTANT shall comply with the deadlines indicated in that table. B. OC San’s Project Manager will issue an Administrative Notice to Proceed (NTP) that will authorize CONSULTANT to begin preparation of the Project Management Plan (PMP) as defined in Exhibit 3 – Project Management Requirements. The Administrative NTP does not authorize costs to be incurred for execution of the technical portion of the Work, except where specifically noted in the Administrative NTP. 1.6 04-02-2020 P1-126 – Design SOW Page 16 of 61 C. Following OC San’s acceptance of the PMP, OC San’s Project Manager will issue a Preliminary Design NTP. OC San’s Project Manager will also issue a Final Design NTP upon OC San’s acceptance of the final Preliminary Design Report. D. The time frames specified below are used to estimate the actual milestone dates based on the assumed NTP date, as shown in Exhibit 7 - Project Schedule Calculation. E. OC San will consider an alternative CONSULTANT-proposed schedule provided it is consistent with OC San resources and schedule constraints and adds value to OC San. PROJECT MILESTONE AND DEADLINES MILESTONE DEADLINE Submit Project Management Plan (PMP) 10 workdays from Administrative NTP. OC San Review of PMP 5 working days from receipt of PMP. If the PMP is sufficient, the OC San PM will set the date for the Kickoff Meeting. In any case, CONSULTANT shall issue a revised PMP within 5 working days of receipt of OC San’s comments for OC San approval. Kickoff Meeting The kickoff meeting will be scheduled to coincide with the Preliminary Design NTP. Preliminary Design NTP Submit draft Preliminary Design Report (PDR) 375 workdays from the Preliminary Design NTP. CONSULTANT shall establish a schedule with the OC San PM for separately submitting working drafts of each Design Memo for OC San review prior to completing the draft PDR. This schedule shall factor in the logical sequence for completing the memos as well as both CONSULTANT and OC San resources. OC San Review of draft PDR 25 workdays from receipt of Draft PDR Submit final Preliminary Design Report 50 workdays from receipt of OC San comments on Draft PDR. Final Design NTP CONSULTANT’s schedule shall allow 20 working days from submittal of the final PDR to receipt of the Design Phase NTP. Submit Design Submittal 1 (DS1) 100 workdays from Design Phase NTP. OC San Review of DS1 20 workdays from receipt of DS1 Submit Design Submittal 2 (DS2) 100 workdays from receipt of OC San comments on DS1. OC San Review of DS2 20 workdays from receipt of DS2 Submit Design Submittal 3 (DS3) 135 workdays from receipt of OC San comments on DS2. OC San Review of DS3 25 workdays from receipt of DS3 Submit Final Design Submittal (FDS) 60 workdays from receipt of OC San comments on DS3. CONSULTANT shall stop work upon submission of DS3, except as required to participate in OC San meetings, until receipt of OC San comments on DS3. OC San Review of FDS 20 workdays from receipt of FDS Final Technical Specifications and Plans 20 workdays from receipt of OC San comments on FDS. 2. PHASE 2 – PRELIMINARY DESIGN 04-02-2020 P1-126 – Design SOW Page 17 of 61 The preliminary design phase will define the project. The final deliverable of this phase will be a Preliminary Design Report (PDR) with the basis of design for all elements of the project. PRELIMINARY DESIGN EXECUTION 2.0.1 PRELIMINARY DESIGN DECISION PLAN (PDDP) A. CONSULTANT shall prepare a Preliminary Design Decision Plan (PDDP) for how project- specific decisions will be properly planned and scheduled such that: 1. The work is planned to meet the specified schedule while providing appropriate opportunities for OC San input. 2. OC San input is planned with appropriate timing to ensure a high-quality final product. 3. Specific major decisions are made in a timely manner by the project team and project stakeholders and do not impact the project schedule. 4. Workshops and meetings are scheduled at the start of the project to ensure maximum participation. B. The PDDP shall include, at a minimum the following information: 1. A list of major project decision that need to be made. 2. Discussion of how major decisions will be made on the project (utilizing a decision tree as appropriate), and the process to gain OC San concurrence. 3. Summary and timing of major decisions to fit the project schedule. 4. List of workshops, technical design meetings and focused meetings where major decisions will be made, date of workshop or meeting, and the list of required attendees. 5. Schedule for all workshops, technical design meetings, and focus meetings and list of anticipated attendees. C. The PDDP shall be developed by the CONSULTANT and submitted for OC San review. CONSULTANT shall make the appropriate revisions and submit the final version for use as the basis for execution. PRELIMINARY DESIGN PRODUCTION 2.1.1 GENERAL A. Preliminary Design Report (PDR) production involves the preparation of design memos, drawings, calculations, and other supporting material resulting in the PDR. 2.1.2 DESIGN MEMOS A. The CONSULTANT shall produce Design Memos as indicated below in accordance with Error! Reference source not found.. The CONSULTANT shall discuss the combining of design memos with OC San and develop a design memo submittal list. ☒Process Design Configuration ☒Design Configuration ☒Redundancy ☒Monitoring and Sampling ☒Process Flow Diagrams ☒Operating Philosophies ☒Site and Facility Layouts ☒Preliminary Load Criticality Ranking Table ☒Hydraulic Analysis ☒Hydraulic Analysis 2.0 2.1 04-02-2020 P1-126 – Design SOW Page 18 of 61 ☒Hydraulic Profile Requirements for Hydraulic Analysis design memo are in addition to project specific Design Memo for Plant No . 1 Hydraulic Model Update below. Design memos may be combined. ☒Demolition ☒Describe Demolition Requirements ☒Demolition List ☒Demolition Plans ☒Demo EID ☒Rehabilitation Requirements ☒Geotechnical Data Report ☐Review of Existing Data - Preliminary Geotechnical Report ☒Geotechnical Data Report and Recommendations ☒Civil Design Parameters ☒General Civil ☒Drainage Requirements ☒Corrosion Protection Requirements ☒Utility Requirements ☒Structural Design Parameters ☒Architectural Design Parameters Note: Develop up to three alternative concepts for review and acceptance ☒Process Mechanical Design Parameters ☒Building Mechanical Design Parameters ☒Fire Protection ☒Fire Protection Requirements ☒Fire Water Flow Analysis ☒Fire Protection Requirements for Existing Facilities ☒Electrical ☒Codes/standards. ☒ Brief description of electrical system. CONSULTANT shall evaluate the location of the MCCs for the Primary Odor Scrubber Complex. The evaluation shall include the following: · Available spare capacity in PB-7 (normal and standby power) · Available spare capacity in PB-4 (normal and standby power) · Feasibility of routing new conduits from the new MCCs (located in ether PB-4 or PB-7) to the Primary Odor Scrubber Complex · Construction sequencing of the cut-over work ☒ Electrical drawings. ☒Identify Electrical System Impacts ☒Report – Data Collection and Verification ☒Preliminary Load List ☒Preliminary Standby Power Requirements ☐ETAP – Preliminary Short Circuit Analysis and Load Flow/Voltage Drop Studies ☒ETAP – Provide Data. OC San will perform ETAP studies. ☒Preliminary Analysis for cable pull calcs, ductbank cable derating, cable tray fill calcs. ☒Hazardous Area Classification Requirements ☒Instrumentation and Control ☒Instrumentation and Control System ☒Specialty Safety Systems ☒Preliminary SAT 04-02-2020 P1-126 – Design SOW Page 19 of 61 ☒PLC and RIO Panel Location Map ☒CCTV Coverage Map ☐Landscaping ☐Landscaping Requirements ☐Develop up to three alternative concepts for review and acceptance ☒Plant Utility Investigation Findings ☐Vibration Analysis ☐Collections Basis of Design ☐Codes and Standards ☐Hydraulic Analysis ☐Pipeline Basis of Design ☐Manhole Basis of Design ☐Hydraulic Profiles ☐Collections Rehabilitation Alternatives ☐Pipeline Rehabilitation ☐Manhole Rehabilitation ☐Collections Pipeline Design Assume 3 viable alignment options ☐Design Memo Items 1-12 ☐Open-cut vs. Trenchless Technologies ☐Trenchless Technologies at Major Closings ☐Collections Utility Investigation Findings ☐Collections Conceptual Traffic Control ☐AHJ and Traffic Control Identification ☐Basis for Traffic Control Strategy ☐Traffic Analysis ☐Traffic Control Plans ☒Design Safety Requirements ☒Design Safety Requirements ☒Identify all potential project specific safety issues ☒Identify all potential Cal OSHA and OC San safety issues ☒Identify construction safety hazards ☒Use Sample Full Project Safety Review Plan to verify safety elements ☒Risk Management Check List to verify safety elements ☐HAZOP ☒Public Impacts The scope of this section is limited to identification of potential public impacts and mitigation measures. Public outreach plan and execution will be handled by OC San. Environmental and Regulatory Requirements ☐CEQA Part of Programmatic EIR ☒CEQA work consists of a Notice of Exemption (NOE) since the project is replacing existing facilities and not expanding capacity. The NOE will be filled by OC San. ☐Determine project environmental and regulatory requirements ☐Matrix of CEQA and Permit Requirements ☐Mitigation, Monitoring and Reporting List ☒Permit Requirements ☒List of Permits Required ☐Oil Well Abandonment ☒Stormwater Requirements ☒Hazardous Material Survey, Mitigation and Control 04-02-2020 P1-126 – Design SOW Page 20 of 61 In addition to the requirements for assessment of asbestos and lead in Exhibit 1, disposal of the existing nuclear density meters in the Primary Clarifiers 1-5 pump rooms must be addressed as well. ☒Maintainability ☒Define Maintainability Requirements ☒Maintainability Requirements Plan Drawings ☒Define Maintainability Rules ☒Define Maintainability Information for Project Specific Equipment ☒Facility Operation and Maintenance ☒Facility O&M Requirements ☒Operating Philosophies ☐Preliminary Assessment of O&M Staffing Requirements ☒Implementation Plan ☒Identification of Adjacent Projects and Potential Project Interdependencies ☒Preliminary Commissioning Package List ☒Preliminary Construction Sequencing Plan ☒Review of Constructability Issues ☒Temporary Handling of Flow In addition to the requirements in Exhibit 1, this design memo shall also address the hydraulic risks associated the long term outage of the eastside clarifiers during construction. ☒Construction Odor Monitoring and Mitigation ☒Preliminary Technical Specification List 2.1.3 PROJECT SPECIFIC DESIGN MEMOS Preparation of the following project specific Design Memos is required as part of preliminary design activities. The content of these Design Memos are further described under the corresponding Preliminary Design Activities tasks. 1. Plant No. 1 Hydraulic Model Update 2. Condition Assessment 3. Primary Odor Scrubber Complex Condition Assessment 4. Primary Odor Scrubber Complex Rehabilitation and Replacement 5. Primary Effluent Pipeline Configurations 2.1.4 PRELIMINARY DESIGN DRAWINGS A. The CONSULTANT shall produce the following Preliminary Design Report drawings in accordance with Error! Reference source not found.. ☒General ☒Demolition ☒Civil ☐Landscape ☒Structural ☒Architectural ☒Mechanical ☒Electrical ☒Instrumentation and Control 2.1.5 PRELIMINARY DESIGN REPORT (PDR) PRODUCTION, CONTENTS AND ORGANIZATION 04-02-2020 P1-126 – Design SOW Page 21 of 61 A. Preliminary Design Report (PDR) Production involves the preparation of design memos, drawings, calculations, and other supporting material resulting in the PDR. B. The CONSULTANT shall combine the materials described below into a draft PDR. The PDR shall be structured as outlined below, with the contents corresponding to the tasks listed in this Scope of Work. Volume 1 – Preliminary Design Report Technical Memos Executive Summary Design Memos Design Memo 1, 2, 3, etc. List of Proposed Specification Sections Volume 2 – Drawings (see Preliminary Design Drawings list below) Volume 3 – Submittal Documentation Calculations Equipment Data & Catalog Cuts Decision Log Meeting Minutes C. The Executive Summary shall summarize the conclusions of the Memos included in the report, and specifically include a summary construction schedule and construction cost estimate. D. The draft PDR and final PDR shall be submitted in searchable PDF format legible on-screen and as a hard copy. The number of hard copies is indicated in Exhibit 8 - Deliverables Quantities. The labeling and organization of the PDF submittal shall be in accordance with Exhibit 13 - Bluebeam Designer Training for Submission. E. Each evaluation memo and design memo shall be a separate file. F. The OC San Project Manager may request that the CONSULTANT submit an electronic proof set of the Draft PDR and Final PDR prior to hard copy production in order to initially confirm that the submittal is ready for printing. 2.1.6 PRELIMINARY DESIGN COST ESTIMATE A. The CONSULTANT shall provide a cost estimate for the associated PDR submittal indicated below in accordance with Error! Reference source not found.. PRELIMINARY DESIGN ACTIVITIES The following services shall be provided by the CONSULTANT or an appropriately qualified subconsultant. In any case, the CONSULTANT shall be responsible for managing all subconsultants, including reviewing their work products prior to submission to OC San. 2.2.1 PLANT NO. 1 HYDRAULIC MODEL UPDATE A. The consultant shall provide engineering and hydraulic modeling services to update the Plant No. 1 hydraulic model. The updated model will represent the changed conditions of Plant No. 1 after elimination of the PEPS facility and increasing the elevation of the effluent weirs of the eastside clarifiers to allow gravity flow of primary effluent into AS-1. The model will be used as a planning tool to demonstrate modes of operation under various flow conditions and to simulate the modified hydraulics. 1. Update Hydraulic Model Datum a. The existing hydraulic model is based on plant datum. Perform field surveys of key hydraulic structures to update hydraulic model elements to NAVD 88 datum. Surveys shall be limited to top of concrete structure and weir elevations only. All other elevations in the hydraulic model will be adjusted relative to top of structures. Using the current hydraulic model which has previously been calibrated as part of PS17-09, update model elements to NAVD 88 elevations with results from field surveys. Provide update of hydraulic model reference files from SP-173 with markup of all changed elevations. 2.2 04-02-2020 P1-126 – Design SOW Page 22 of 61 b. Incorporate changes made by Project No. P1-105 pumps, grit channels, grit chambers, headworks splitter box and primary influent piping into hydraulic model. 2. P1 Primary Influent and Effluent Hydraulic Improvements a. The hydraulic model is calibrated to represent the system under peak flow conditions and requires additional adjustments to settings to simulate average day operating conditions. Real Time Controls (RTC’s) are utilized in the model to allow for alternatives analysis. CONSULTANT shall add and modify settings and controls as necessary to develop the flow scenarios required. b. CONSULTANT shall develop hydraulic model scenarios to identify capacity issues and system bottlenecks in the primary influent and effluent conveyance processes. Identify potential system improvements (for example, changes to weir elevations and overflows, variable flow control, or larger pipe sizes) to address these issues. At a minimum, address: (1) Options for mitigating risks associated with peak wet weather flow during construction of P1-126 including potential options for conveyance of the full 320 mgd peak flows through Primary Clarifiers 6-31 with the 72-inch primary influent pipeline offline. (2) Hydraulic limitations at PEDB-1 which contribute to potential overflow issues when primary effluent from Primary Clarifiers 6-31 are conveyed to the Trickling Filters and to AS-1 splitter box from the east side. (3) Hydraulic limitations at PEDB-2 during high flows identified by SP-173 (4) Potential for flow routing to the Trickling Filter to attenuate high flows or overflow conditions at PEDB-1 and PEDB-2. (5) Improvements to reduce potential for primary effluent overflows or to allow for increased response time to a potential overflow event. (6) Other hydraulic system limitations identified in SP-173, PS17-09, P1-126 Concept Report, and PS19-02. (7) Flow conveyance through the eastside clarifiers with only two clarifiers in service. 3. Updated P1 Hydraulic Model (1) Develop final hydraulic model scenarios representing the improved conditions as determined by the preliminary design. CONSULTANT shall also update the hydraulic model again after final design to reflect any changes made during design. (2) The hydraulic model must be updated within the existing modelling software platform, Infoworks ICM. Updated model functionality, spatial alignment and representation, hydraulic element naming conventions, and level of detail must be consistent with the existing model. (3) The final hydraulic model must include scenarios for dynamic peak wet weather and average day flow scenarios under the existing and improved conditions. (4) Develop and describe the hydraulic profile for the new facilities. See Engineering Design Guidelines, Appendix A, Section A.2.6 “Hydraulic Profile” for requirements. Describe modifications or improvements required to resolve these impacts. (5) The existing hydraulic model master database contains both Plant 1 and Plant 2. Updates to Plant 2 hydraulic model are not required. CONSULTANT may utilize boundary conditions to isolate the P2 from the P1 system. However, final 04-02-2020 P1-126 – Design SOW Page 23 of 61 hydraulic model must include one single master database model which includes both plants. (6) Perform a calibration check based on available data related to PEDB-2. (7) Review loss coefficients for P1 related to facilities critical to the project. (8) Validate the critical portions of the system against calculations performed in Visual Hydraulics. (9) Conduct a sensitivity analysis of the model. B. CONSULTANT shall hold workshops, technical progress meetings, and focused meetings as necessary to obtain input from OC San staff to update the model, develop model scenarios, validate and present the model results, and provide recommendations for hydraulic system improvements and design criteria for the new eastside clarifier facilities. C. This task shall be documented under the corresponding Project Specific Design Memo. 2.2.2 CONDITION ASSESSMENT A. CONSULTANT shall conduct a field inspection and prepare a Condition Assessment Report including remedial recommendations for the facilities listed below. 1. 72-inch primary influent piping from the Primary Influent Metering Structure to the EBDB. 2. 66-inch overflow piping from PEDB-1 to PEJB-1 3. PEJB-1 structure 4. 72-inch primary effluent connection to AS-1 from PEPS B. The condition assessment will require a manned entry inspection and core samples to be collected from the pipelines. CONSULTANT shall provide all personnel and equipment required for confined entry and inspection. C. Existing condition assessment CCTV video data is available for the above facilities except for the 72-inch primary effluent pipe between PEPS and AS-1. The CONSULTANT shall coordinate a shutdown with OC San to inspect this facility, all other facilities are not anticipated to require process shutdowns for inspection. CONSULTANT shall submit inspection plan within one month of NTP. Based upon the hydraulic analysis and condition assessment data, CONSULTANT shall provide recommendations for rehabilitation or replacement of these assets. If the facilities must be replaced based on hydraulic criteria, a condition assessment may not be necessary. D. This task shall be documented under the corresponding Project Specific Design Memo. 2.2.3 PRIMARY ODOR SCRUBBER COMPLEX CONDITION ASSESSMENT A. CONSULTANT shall conduct a field inspection of the existing Primary Odor Scrubber Complex. The assessment will evaluate the feasibility of reusing the following either wholly or separately; 1) the electrical and instrumentation components of the facility including motors, instruments, wiring, conduits and tray cables, control panels, and MCC’s, 2) blower fans, foul air valves and dampers, 3) chemical feed equipment including tanks and pumps, and 4) scrubber vessels. Structural components shall be considered not necessary for replacement unless required for replacement of other components. B. A Technical Memorandum shall be prepared which describes the findings of the field assessment and presents those components that are proposed to be reused and those components which are recommended for replacement. C. Based on the assessment findings and recommendations for component rehabilitation or replacement, a comparison of single stage versus dual stage scrubber technology approaches will be developed and presented. This evaluation will incorporate data from the OC San Odor Control Master Plan, input from CONSULTANT’s odor control specialists, and OC San staff input 04-02-2020 P1-126 – Design SOW Page 24 of 61 and experience with operating existing odor control systems. The capacity of existing scrubber assets will also be compared against preliminary expected capacity requirements. D. Based on the feedback from the third Scrubber Assessment Workshop described as part of 2.3.4, a decision on the selected scrubber technology will be written into the final draft of the Memorandum. E. The Primary Odor Scrubber Complex Condition Assessment shall be completed prior to start the Primary Odor Scrubber Complex Rehabilitation and Replacement task. It is anticipated that this task shall be completed within 90 working days after Preliminary Design NTP. An allowance of 260 hours is anticipated to complete the task. 2.2.4 PRIMARY ODOR SCRUBBER COMPLEX REHABILITATION AND REPLACEMENT A. Based on the decisions made as part of the Primary Odor Scrubber Complex Condition Assessment task, CONSULTANT shall develop a preliminary design of the Primary Odor Scrubber Complex which may include the following: 1. CONSULTANT shall conduct odor sampling at the primary clarifiers to determine if additional odor constituents require treatment and to establish design criteria. 2. Address the feasibility of adding future capacity to the new Primary Odor Scrubber Complex to handle odor treatment requirements for future primary clarifiers and the Trickling Filters so that all primary foul air and foul air from the Trickling Filters can be treated by a single system. B. At a minimum, the development of the preliminary design of the Primary Odor Scrubber Complex shall include: 1. Identify primary foul air treatment requirements, layout and configuration requirements, permitting requirements, capital and operating costs, and O&M considerations for the selected scrubber technology. C. This task shall be documented under the corresponding Project Specific Design Memo. 2.2.5 PRIMARY EFFLUENT PIPELINE CONFIGURATIONS A. The primary effluent connection to AS-1 involves significant operational and constructability challenges due to the elimination of PEPS, existing drain connections to PEPS, potential need to upsize the existing AS-1 connection pipe size, the presence of existing facilities including Tunnels 18 and 19, the PEPS wet well, the Compressed Natural Gas Building, and transformers serving the PEPS/Blower Building. CONSULTANT shall consider condition assessment, hydraulic analysis, constructability, operational, and other design factors to provide a recommended configuration of the new primary effluent pipelines and structures from the new clarifiers to PEJB and to the final connection at AS-1. B. The results of this task will be incorporated into the Process Design Configuration Design Memos. 2.2.6 PRIMARY METERING STRUCTURE A. Flow metering technology will be selected during Preliminary Design and may include magnetic flowmeters, ultrasonic, sonar, or other technologies recommended by CONSULTANT. OC San is in the process of pilot testing an externally mounted probe flowmeter on the existing 72-inch pipeline. The CONSULTANT will coordinate with OC San on pilot testing efforts and incorporate the results from pilot testing efforts into the recommendations of a flowmeter technology for implementation. Coordination during pilot testing efforts will be limited to recommendations for technologies to be tested by OC San, review of pilot study results, and evaluation of the applicability of the tested technologies to the project. 04-02-2020 P1-126 – Design SOW Page 25 of 61 B. Evaluate the need for replacement of the flowmeters on the two 90-inch primary influent pipes along with the instrumentation requirements for flow control across the two eastside and westside clarifier trains. C. The results of this task will be incorporated into the Process Design Configuration Memos. 2.2.7 EASEMENTS, PROPERTY BOUNDARIES AND WORK AREA LIMITS A. Consultant shall show and explicitly identify the limits of work for all portions of the project, including any restrictions to the work allowed in any area, e.g., whether the area can be used for parking or laydown. B. All survey research and survey field work shall be performed by a Professional Land Surveyor licensed by the State of California. 2.2.8 TOPOGRAPHIC SURVEY A. CONSULTANT shall conduct field and aerial surveys as required. Topographic information used on the construction plans shall be generated from a field survey and an aerial mapping process. OC San will not provide the aerial survey information to the CONSULTANT for use on the project. B. Prior to beginning design, CONSULTANT shall prepare the scope of work for field and aerial surveys required for all applicable project elements. OC San will establish both vertical and horizontal control for the project. The field survey shall be used to establish both horizontal and vertical alignment of the facilities and shall note all survey monuments, topographic features, property lines, and elevations. The basis of bearings and benchmarks shall be indicated on the drawings. Control shall meet or exceed NGVD 88 requirements and shall be based on the Plant Local Coordinate System and datum. CONSULTANT’s project schedule shall account for the above. C. The aerial topography shall be required to meet the following criteria: 1. The final product shall be delivered in AutoCAD. 2. The aerial shall be based on the plant coordinate system. 3. The CAD file shall adhere to the CAD Manual. OC San shall be given the opportunity to review and comment on the compliance to the CAD Manual. 4. Site contours shall be in 0.5-foot intervals. 5. Contour and spot elevations shall be 3D; all other features shall be 2D. 6. CONSULTANT shall include the survey-related documents with the Design Support Documentation portion of the Design Submittals as specified in the Engineering Design Guidelines, Appendix A, Section A.3.19 “Project Support Documentation (PDS)”. 2.2.9 GEOTECHNICAL INVESTIGATION A. CONSULTANT shall secure the services of a qualified Geotechnical Engineering firm to prepare a Geotechnical Data Report that addresses geotechnical concerns for all applicable Project Elements of the project Scope of Work B. Soil Explorations 1. The geotechnical services shall include exploratory work such as soil borings and/or cone penetration tests (CPT’s) necessary to observe, test, classify soils, and monitor groundwater levels and potential groundwater pollutants of concern. 2. The number and spacing of borings shall be based on the geotechnical professional’s interpretation of needs and recommendation; however, a maximum of five hundred feet (500’) shall be allowed between pipeline alignment borings along a pipeline alignment. 04-02-2020 P1-126 – Design SOW Page 26 of 61 a. If unexpected or unique soils are encountered, an adequate number of borings shall be taken to try and define the limits of the anomaly. 3. Borings shall also be taken at or near the upstream and downstream connection points for the proposed facility. 4. The depth of the borings shall be adequate to characterize the soils to a depth of at least five feet below the bottom of an excavation or any proposed sewer invert elevation. At least two borings shall extend ten (10) feet below the proposed excavation bottom or sewer invert. C. Soil Sampling 1. Soil samples for testing shall be collected as needed based upon CONSULTANT’s professional judgment. However, samples intervals shall not exceed two-foot depth intervals alternating SPT and RING samples in each boring. If borings are taken near existing sewers, samples shall be taken and delivered to OC San for testing for coliforms to determine if sewers are leaking. D. Ground Water Pump Testing 1. Conduct ground water pump testing to determine dewatering parameters for inclusion of the specifications. 2. Provide a complete specification for the abandonment of wells for areas where aquifers could be compromised. Potential abandonment methods for deep penetrations might consist of overdrilling and fill with cement-bentonite grout slurry, or deep pressure grouting to create a concrete seal. E. Soil Exploration Locations 1. The location of all soil explorations shall be plotted on a map and attached to the Geotechnical Report. Preferably, the explorations shall include survey coordinates consistent with the project survey. Complete logs of the soil profiles shall be included in the report. 2. Explorations shall be located strategically within the footprint of the proposed excavation or on the centerline of proposed pipeline alignments. A total of five borings shall be cased and converted into water level monitoring wells for use during construction according to local agency requirements. CONSULTANT shall obtain all necessary permits for the installation of monitoring wells. CONSULTANT shall also be responsible for abandoning the wells after the construction is completed and the monitoring wells are no longer useful. 3. Work conducted within OC San’s treatment plants shall comply with the requirements of the OC San Stormwater Management Plan. Work conducted outside OC San’s treatment plant shall comply with the requirements of the local jurisdiction. 2.2.10 UTILITY INVESTIGATION A. To better manage the risks associated with construction excavation, CONSULTANT shall perform a thorough search of all utilities impacted by the work for all applicable Project Elements of this Scope of Work, regardless of size and all other facilities above or below ground. Utilities include all in-plant, utility company-owned and public agency-owned piping, duct banks, and other interferences. The search shall include utilities within the public right-of-way, and those located on private property and OC San property impacted by the proposed project. The search shall include the records and plans of OC San and all respective public and private companies and utilities. B. Review of OC San Records 1. OC San’s “As-built/Record” plans may be incomplete or inaccurate with respect to the routing of individual utilities, pipelines, etc. in the vicinity of the project. CONSULTANT shall check OC San records against those of the other agencies, companies and utilities. These may include, but not be limited to, oil, gas, fuel, water, and sewer pipelines; traffic control 04-02-2020 P1-126 – Design SOW Page 27 of 61 facilities, telephone and electrical conduit and duct banks, storm drains, manholes, and other structures. C. On-Site Inspection 1. An on-site inspection shall be made in the project area. During the on-site inspection, a senior-level CONSULTANT representative shall walk the site accompanied by OC San’s Project Engineer and Supervising Inspector. The CONSULTANT representative shall be experienced in the location and identification of utilities in the field. During the on-site inspection the CONSULTANT shall document all visible features that indicate utilities within the project area and compare them with the available utility plans. D. Subsurface Utility Investigations 1. Investigation of existing utilities shall be in accordance with the respective ASCE guidelines, except as amended by this Scope of Work. A brief description of the ASCE guidelines defines the Quality Level of detail for researching subsurface utilities as follows: a. Quality Level D: Information derived from existing records or oral recollections. b. Quality Level C: Information obtained by surveying and plotting visible above- ground utility features and by using professional judgment in correlating this information to Quality Level D information. c. Quality Level B: Information obtained through the application of appropriate surface geophysical methods to determine the existence and approximate position of subsurface utilities. Quality Level B data shall be reproducible by surface geophysics, such as ground penetrating radar, at any point of their depiction. This information is surveyed to applicable tolerances and reduced onto plan documents. d. Quality Level A: Precise horizontal and vertical location of utilities obtained by the actual exposure (or verification of previously exposed subsurface and surveyed utilities) and subsequent measurement of subsurface utilities, usually at a specific point. Minimally intrusive excavation equipment is typically used to minimize the potential for utility damage. A precise horizontal and vertical location, as well as other utility attributes, is shown on the plan documents. Accuracy is typically set to 15-mm vertical and to applicable horizontal survey and mapping accuracy. 2. Refer to CI/ASCE 38-02, Standard Guidelines for Collection and Depiction of Existing Subsurface Utility Data for details. 3. CONSULTANT shall determine all utilities impacted by the work for all applicable Project Elements of this Scope of Work. Utilities include all in-plant utilities. All utilities encountered during the preliminary design shall be shown on the plans. 4. Subsurface investigation for all utilities in and around the work area shall be performed to Quality Level D and Quality Level C. All utilities shall be plotted both in plan and profile on a scaled drawing that can later be incorporated into scaled (1” = 40’) plan drawings. 5. CONSULTANT shall submit, for acceptance by OC San, recommendations on which utilities should be investigated to Quality Level A and where Quality Level B investigations should be performed. As part of the submittal, a Potholing Plan and Geophysical Investigation Plan shall be developed including proposed pothole locations and type of geophysical investigation. 6. Prior to OC San’s acceptance of the Potholing Plan/Geophysical Investigation Plan, a project field walk by the CONSULTANT Project Manager, OC San Project Engineer, Supervising Inspector, and other designated OC San personnel shall be performed. E. Potholes and Geophysical Investigation 1. CONSULTANT shall secure the services of a subcontractor to perform the pothole work and geophysical investigation (including ground-penetrating radar). 04-02-2020 P1-126 – Design SOW Page 28 of 61 2. CONSULTANT shall “pothole” and perform geophysical investigation on all utilities described and shown in the accepted Potholing Plan/Geophysical Investigation Plan. CONSULTANT’s staff shall be on-site during potholing to provide direction to potholing crew. OC San staff shall also be present during potholing. Field investigations include visiting the project work site and each utility to verify the location of all interferences. 3. CONSULTANT shall provide all the related work necessary, including, but not limited to: a. Documentation of information b. Notification of USA’s “Dig Alert” c. Providing field survey d. Obtaining required permits e. Submission of traffic control plans f. Setting up traffic control g. Soft dig potholing h. Ground-penetrating radar i. Excavating j. Backfilling k. Repairing pavement to local jurisdiction requirements 4. “Soft” excavation potholing methods such as vacuum extraction is preferred; however, excavation methods shall be chosen to adequately define the utility. Crosscut trenches may be preferred for defining some utility locations. Hydro-jetting soft dig should be avoided in sandy, wet and contaminated soil conditions. 5. Potholing subcontractor shall measure and document the depth of pavement and of base material at each pothole, and every five feet along crosscut trenches. 6. Work conducted within OC San’s treatment plants shall comply with the requirements of the OC San Stormwater Management Plan. Work conducted outside OC San’s treatment plant shall comply with the requirements of the local jurisdiction. 7. CONSULTANT shall provide a licensed land surveyor or hire a licensed survey subcontractor(s) to field-locate the actual horizontal and vertical location of the constructed potholes. Survey controls shall be set and coordinated with the survey controls used on previous construction drawings. OC San control points shall be checked; northing, easting and elevation data for each pothole shall be shown on the Contract Drawings; and physical tie-ins provided in order to easily re-establish pothole locations after construction. CONSULTANT shall supply and supervise survey work and subcontractors needed to perform the pothole work. Survey datum differences shall also be reconciled. 8. The results of potholing and geophysical efforts shall be summarized in a field findings report. 9. CONSULTANT shall backfill and repair potholes consistent with the requirements of the local jurisdiction. If CONSULTANT is unable to determine local jurisdiction requirements prior to the proposal, CONSULTANT shall assume the following requirements: a. The materials removed from the excavation may not be used for backfill, unless approved by the local jurisdiction. If approved, excavated material used to fill potholes shall be placed with a maximum lift thickness of four inches and mechanically compacted. b. If not approved, the CONSULTANT shall be responsible for hauling off and disposing of excavated pothole material. In this case, excavation holes shall be filled 04-02-2020 P1-126 – Design SOW Page 29 of 61 with a cement slurry mix from the bottom up. The excavated materials shall be tested for hazardous materials and disposed of offsite accordingly. Testing shall be the minimum required for classifying the materials. The potholing samples shall be tested by a California Environmental Laboratory Accreditation Program (ELAP) certified laboratory to identify characteristics of hazardous waste. A substance shall be considered hazardous if it possesses properties of toxicity, ignitability, corrosivity and/or reactivity per California Code of Regulations Title 22, Section 66261. In addition, Minimum the laboratory testing shall include an on-site Organic Vapor Analyzer (OVA) test for potential hydrocarbon contaminants. Should the OVA reading be equal to or greater than 45 ppm, further laboratory Minimum testing shall be performed to include Benzene, Toluene, Ethyl Benzene, and Xylene (BTEX) test per EPA guideline 8020 and Total Hydrocarbons (TPH) tests per EPA guideline. should the OVA reading be equal to or greater than 45 ppm. c. AC pavement shall be replaced to full depth or the structural section (AC & Base) plus two inches with hot mix asphalt unless otherwise required by OC San. Cold mix shall only be allowed when the patch will be replaced by the project and where approved by OC San. d. Concrete pavement shall be replaced to full depth plus two inches with Portland cement unless otherwise required by OC San. F. Quantitative Assumptions 1. 100 potholes will be needed during preliminary design and 100 potholes will be needed during final design. 2. 75,000 square feet of geophysical investigation will be needed during preliminary design.] G. Depiction of Utilities and Potholes on Plans 1. All utilities encountered during the preliminary design shall be shown on the Plans. Project work that requires other agencies to relocate existing utilities shall be coordinated during the design by CONSULTANT. Each subsurface utility shown on the drawings shall include the Quality Level to which it was investigated as required by CI/ASCE 38-02. Pothole locations shall be shown on drawings with survey information. H. Relocation of Existing Utilities 1. Project work that requires other agencies to relocate existing utilities shall be coordinated during design by CONSULTANT. 2.2.11 FIRE PROTECTION SERVICES A. CONSULTANT shall secure the services of a Subconsultant to determine the fire protection requirements and prepare preliminary design and final plans and specifications for the selected plan and assist OC San in obtaining approval from the fire authority. B. Fire Flow Analysis: ☒Evaluation of existing potable water system is not required. Assume that the existing potable water system has adequate pressure and volume to supply the required sprinkler systems and hydrants. ☐Evaluate existing potable water system for adequate pressure and volume to supply the required sprinkler systems and hydrants. 2.2.12 ELECTRICAL LOAD MEASUREMENTS A. CONSULTANT shall perform preliminary calculations of existing equipment (i.e. panelboards and motor control centers) early in PDR, prior to taking any load measurements to determine if there is adequate spare capacity for the new loads on the existing normal and standby power sources. 04-02-2020 P1-126 – Design SOW Page 30 of 61 B. OC San will provide the following power monitoring data: 1. Power flow through each Cen-Gen 12kV feeder. 2. Power flow at the 480V mains of PB-4, PB-7, and PB-8 switchgears (power monitors do not exist for the individual MCC feeders). C. CONSULTANT shall develop a list of load measurements that need to be taken to perform load calculation. OC San will perform the load measurements. D. CONSULTANT shall take electrical measurements per Engineering Design Guidelines, Chapter 10, Section 10.2.1.4 “Report- Load Measurement and Recording”. E. The load measurements data shall be compiled in a Load Measurement and Recording Report included as an attachment to the Electrical Design Memo. F. CONSULTANT shall confirm and recommend whether the new odor control complex loads can be moved to PB-7. 2.2.13 VALUE ENGINEERING ASSISTANCE A. CONSULTANT shall participate in a Value Engineering (VE) program as described in the EPA publication entitled “Value Engineering for Wastewater Treatment Works”, dated September 1984. The workshop will be managed primarily by an independent VE consultant hired by OC San. B. Examples of topics that may be covered in the Value Engineering Study include: Project concepts, operations requirements, maintenance requirements, user friendliness and safety, possible project improvements, cost saving measures, public nuisance issues, site access, safety, and constructability. C. The VE workshop will be held by the VE Consultant at an off-site location in or around the City of Fountain Valley, California, over a period of three days as follows: 1. CONSULTANT shall prepare all documentation to be reviewed at the workshop and mail the materials to all VE workshop participants at least one week prior to the workshop. 2. The morning of Day One shall involve a detailed presentation by CONSULTANT to the VE Consultant and OC San staff regarding the design and construction project to cover the design concepts for each project element. The presentation shall be followed by a site walk. A question and answer session shall follow and continue through lunch which will be arranged for and provided by the VE Consultant. OC San stakeholders may also be available to answer questions. 3. During the afternoon of Day One, CONSULTANT shall give a detailed presentation to the VE Consultant and OC San staff regarding the design and construction project schedule and a history of the decisions which limit the project and its sequencing. A question and answer session for this presentation shall follow. OC San stakeholders may also be available to answer questions. 4. Day Two will be a workday for the VE Consultant. At least one designated individual from the CONSULTANT shall remain to answer questions and gather additional information that the VE Consultant might need. OC San stakeholders may also be available to answer questions. 5. The morning of Day Three will be reserved for the VE Consultant to formulate their recommendations in preparation of their presentation that afternoon to CONSULTANT and OC San staff. At least one designated individual from CONSULTANT shall be available again to help the VE Consultant in their efforts. OC San stakeholders may also be available for a discussion. The afternoon presentation by the VE Consultant will outline their recommendations that are anticipated to be the body of the VE report. A designated individual from VE Consultant will record the comments and take notes from the workshop to document the process. 04-02-2020 P1-126 – Design SOW Page 31 of 61 6. CONSULTANT shall participate in the workshop as described herein, evaluate the VE Report recommendations, conduct additional engineering analyses as determined by OC San, and meet with OC San to discuss the results of the engineering analyses and incorporation of all additional recommendations into a Final VE Report. CONSULTANT shall budget for 240 hours of staff time to evaluate VE recommendations and conduct additional engineering analysis. 2.2.14 ENVIRONMENTAL DOCUMENTATION A. CONSULTANT services related to Environmental Documentation may span across Phase 2 – Preliminary Design and Phase 3 - Design. When such services are required, they shall be based on the requirements of Section III – Project Schedule and based on the following requirements. The CONSULTANT shall allocate the budgeted hours between the Environmental Documentation services in Phase 2 and Phase 3 based on when these services will be required. B. CEQA Documentation Support OC San expects that a Notice of Exemption (NOE) will be required for this project. OC San will separately arrange for preparation of required (NOE). The CONSULTANT shall produce and assemble project information required for preparation of the NOE. Assume 80 hours for level of effort. 2.2.15 PERMITTING ASSISTANCE A. CONSULTANT services related to Permitting Assistance may span across Phase 2 – Preliminary Design and Phase 3 - Design. When such services are required, they will be based on the requirements of Section III – Project Schedule and the schedule constraints associated with each particular permit. The CONSULTANT shall allocate the budgeted hours between the Environmental Documentation services in Phase 2 and Phase 3 based on when these services will be required. B. For all applicable Project Elements of this Scope of Work, CONSULTANT shall provide Bid Documents that ensure that the facility features and the facility performance, and construction procedures comply with all conditions of existing permits and permits required to construct this project. Construction drawings, specifications and supplemental drawings shall be prepared, as necessary, in the format required to obtain all permits. C. CONSULTANT shall assist OC San in obtaining permits. This assistance shall include completing application forms provided by OC San, preparing supporting documentation for the permit applications as required by the issuing agency, furnishing the required number of copies of all construction drawings and exhibits, and attending meetings with permitting agencies at the request of OC San. D. With the exception of construction contractor-furnished permits, OC San staff will execute all applications. All permit fees will be paid directly by the OC San and will not be part of CONSULTANT’s fee. E. CONSULTANT shall submit all supporting documentation in a timely fashion for all permits required for this project as described below. F. SCAQMD Permitting 1. CONSULTANT shall provide assistance to OC San in obtaining the South Coast Air Quality Management District (SCAQMD) permits for the project by performing following tasks: 2. Demonstration of Compliance with New Source Review for Criteria Pollutants (SCAQMD Reg. XIII) a. Emissions Estimation: CONSULTANT shall estimate emissions of criteria pollutants in terms of both concentrations and mass rates to determine if there is an increase in 04-02-2020 P1-126 – Design SOW Page 32 of 61 “uncontrolled” emissions (mass rates) from the project. CONSULTANT may utilize air sampling data previously collected by OC San. If OC San’s data is not adequate, CONSULTANT shall perform source tests and/or conduct fate-transport modeling. CONSULTANT shall submit the emission estimates to OC San for approval prior to proceeding with the subsequent work. b. Best Available Control Technology (BACT): If there is an increase in “uncontrolled” emissions (any amount for NOx and CO and greater than 1 lb/day each for VOC, NH3, and PM10), CONSULTANT shall evaluate and determine BACT for the affected pollutant(s). 3. Demonstration of Compliance with New Source Review for Air Toxics (SCAQMD Rule 1401) a. Emissions Estimation: CONSULTANT shall estimate emissions of Toxic Air Contaminants (TACs) in terms of both concentrations and mass rates for each of the TAC listed in SCAQMD Rules 1401 and 1402 – “Proposed List of Air Toxic Target Compounds for POTW.” CONSULTANT may utilize air sampling data previously collected by OC San. If OC San’s data is not adequate, CONSULTANT shall perform source tests and/or conduct fate-transport modeling. CONSULTANT may also obtain supporting data from literature searches or from similar processes at other wastewater treatment facilities. CONSULTANT shall submit the emission estimates to OC San for acceptance prior to proceeding with the subsequent work. b. Screening Risk Assessments: If there are any TAC emissions, CONSULTANT shall conduct a Tier 1 screening risk assessment using the latest version of Risk Assessment Procedures for Rules 1401, 1401.1 and 212 from the SCAQMD Risk Tool spreadsheet. c. Air Dispersion Modeling and Health Risk Assessment: If the project does not pass the Screening Risk Assessments as outlined in 3.b. above, CONSULTANT shall conduct air dispersion modeling and either a Tier 3 or 4 health risk assessment(s) to demonstrate that the project will not result in an increased Maximum Individual Cancer Risk (MICR) greater than one-in-one million (1.0 x 10-6), nor an increased Chronic Hazard Index exceeding 1.0 at any off-site residential, sensitive or workplace recptor. Additionally, CONSULTANT shall demonstrate that the project will not exceed an Acute Hazard Index of 1.0 at any off-site receptor location. Prior to conducting this task, CONSULTANT shall submit the proposed modeling methodology for OC San’s review and acceptance prior to conducting the work. d. Best Available Control Technology for Toxics (T-BACT): If the MICR from the project is greater than one-in-one million (1.0 x 10-6), CONSULTANT shall evaluate and determine the T-BACT. e. The air dispersion modeling shall be conducted using the EPA’s AERMOD dispersion software. OC San has an existing AERMOD model built for a previous odor modeling project which may require substantial revisions to correct deficiencies and to update structures built since the model was last updated. CONSULTANT may use the data in the existing model, provided CONSULTANT verifies the accuracy of the data with OC San. The health risk assessment shall be conducted per SCAQMD’s latest “Risk Assessment Procedures for Rule 1401 and 1402. 4. Demonstration of Compliance with Odor Nuisance (SCAQMD Rule 402) a. The results of the foul air characterization and odor dispersion modeling conducted under this task may be used to demonstrate that the project complies with SCAQMD Rule 402. 5. Planning and Design Strategies for Air Pollution Control System a. If an air pollution control system is required for BACT, T-BACT, and/or Odor, CONSULTANT shall be responsible for planning and design strategies to meet 04-02-2020 P1-126 – Design SOW Page 33 of 61 regulatory and OC San standards and perform any additional air dispersion modeling to determine the efficacy of the proposed air pollution system. All exhaust stacks, vents, and sample ports required shall meet SCAQMD’s Guidelines for Construction of Sampling and Testing Facilities. 6. Demonstration of Compliance with SCAQMD Rule 212 a. If there is a K-12 school within 1,000 feet of the project, CONSULTANT shall notify OC San for further instruction. 7. Preparation of the Draft Application Package a. CONSULTANT shall provide the draft application package for OC San’s review and comments. The package shall include all applicable permit application forms available on SCAQMD’s website and supplemental information including, but not limited to, the following: (1) General Project Description and Location (2) Process/Equipment Description (3) Design Criteria for Process/Equipment and Air Pollution Control System (4) Process/Equipment Drawings (5) Summary of Work Performed under Items 1 thru 5 above (6) Demonstration of Compliance with Other Applicable SCAQMD, State, and Federal Air Quality Regulatory Requirements 8. SCAQMD Permitting Meetings a. CONSULTANT shall assume meetings for the following subjects related to SCAQMD permitting: (1) SCAQMD Permitting Kickoff Meeting (2) Air Emissions Estimates (3) Air Dispersion and Health Risk Assessment (4) Compliance Demonstration Review (5) Permit Application Material (2 meetings) (6) Review of draft SCAQMD permits. b. The CONSULTANT shall assume 4 meetings at 1 hours each. G. Building Permits 1. City of Fountain Valley Fire Department Permit (for chemical areas) 2. The CONSULTANT shall assume 3 meetings at 1 hours each. H. Stormwater Permitting 1. Stormwater permitting is not required for this project. 2.2.16 PROJECT MANAGEMENT A. CONSULTANT shall be responsible for managing CONSULTANT’s project execution, schedule, budget, subconsultants, and coordination with other projects. The CONSULTANT shall perform the project management requirements in accordance with Exhibit 2 - Project Management Requirements with the project specific options identified below. B. Project Management Plan (PMP): 04-02-2020 P1-126 – Design SOW Page 34 of 61 ☐Not required ☒Required PMP approval prior to beginning technical work on the project. C. Project Logs ☒Major Decision Log ☒Project Decision Log ☒Action Item Log ☒Decision Issues Log ☒Meeting Log ☒Risk Management Log D. Progress Report, Status of Cost Model ☐Not required ☒Required E. Project Invoices 1. Estimating earned value, tasks shall be further broken down to subtasks of no more than $100,000. 2. Costs for invoicing shall be grouped into the following work packages: Work Package Description Tasks 3146 Preliminary Design All Phase 2 tasks, except those listed above. 3251 Design Submittal 1 Tasks 3.0 through 3.3, divided into effort by design submittal. FDS is charged against DS3. 3252 Design Submittal 2 3253 Design Submittal 3 3254 Bid Support Services Task 3.4 2.2.17 RISK MANAGEMENT A. When required below, CONSULTANT shall provide risk management in accordance with Exhibit 3 - Risk Management Requirements with the project specific options identified below. B. Risk Management: ☐Not required ☒Required Initial Risk Workshop PDR Risk Management Workshop: 4 hours. (held 4 weeks prior to draft PDR at OC San) C. Moderator 1. CONSULTANT shall provide a suitably qualified moderator to conduct the Workshops defined in Exhibit 3 - Risk Management Requirements. The moderator shall have the following attributes: a. Sufficiently technically knowledgeable to understand the nature of the risks involved, but the moderator need not be a subject matter expert. 04-02-2020 P1-126 – Design SOW Page 35 of 61 b. Not extensively involved in the project to date, so that the moderator has no personal stake in the issues. CONSULTANT’s Project Manager and Project Engineers for this project are not considered suitable. (1) Employed by CONSULTANT or a Subconsultant. 2. The Preliminary Design Risk Management Workshop shall be planned and scheduled for a duration of 4 hours and will be held at OC San offices. 2.2.18 QUALITY CONTROL A. The CONSULTANT shall provide quality control requirements in accordance with Exhibit 5 - Quality Control Requirements. PDR WORKSHOPS AND MEETINGS 2.3.1 GENERAL A. Workshop and meeting planning, requirements, agendas, and meeting minutes shall be in accordance with Exhibit 4 - Workshop and Meeting Requirements. 2.3.2 PDR PRODUCTION WORKSHOPS A. Predesign Kickoff Workshop 1. A four-hour project kick-off meeting shall be held with OC San staff to introduce principal members of OC San and CONSULTANT’s teams. The discussion topics shall include: OC San responsibilities, CONSULTANT’s responsibilities, invoice procedures, personnel badges, parking, site access, CONSULTANT’s Scope of Work, detailed project schedule with milestones, Work Breakdown Structure requirements, and OC San confined space and other safety policy training. B. PDR Production Workshops shall be held during Preliminary Design to discuss the topics listed below. PDR Production Workshops shall be held to discuss topics to facilitate preparation of design memos and are separate from PDR Design Memo Workshops and PDR Review Workshops which are described further in the following sections. The list below indicates the number of PDR Production Workshop topics anticipated to be held to cover the specific topic. Unless otherwise noted, each workshop shall be 2 to 4 hours in length. Workshops may be combined as needed and additional workshops may be held as needed to facilitate PDR production. Some workshops may be held as technical progress meetings. PDR PRODUCTION WORKSHOPS TOPIC NUMBER OF WORKSHOPS PDR Production Kickoff 1 PDR Production Workshops - Design Parameters 1 Facility Operation and Maintenance (Project-wide issues) 1 Geotechnical 1 Permitting and Compliance 2 Electrical 3 Instrumentation and Control 3 Utility Investigations 1 2.3 04-02-2020 P1-126 – Design SOW Page 36 of 61 PDR PRODUCTION WORKSHOPS TOPIC NUMBER OF WORKSHOPS Hazardous Materials 1 Implementation Plan and Sequencing Constraints 3 Equipment and Process Redundancy Workshop (described below) 1 Maintainability Workshop (described below) 1 PDR Constructability Workshop (described below) 1 2.3.3 DESIGN MEMO WORKSHOPS A. CONSULTANT shall hold workshops to present and review the Design Memos as required in Exhibit 4 - Workshop and Meeting Requirements. 2.3.4 PROJECT SPECIFIC DESIGN MEMO WORKSHOPS A. CONSULTANT shall hold the following workshops at a minimum for the project specific design memos. Task No. Topic Description 2.1.3. Hydraulic Analysis (3 workshops) Kickoff. Meeting to provide overview of the model, approach for incorporating updates and conducting analysis. Review parameters to be updated. Model Update. Meeting to present the updates to the hydraulic model and review model results. System Improvements. Meeting to present and review recommended system improvements. 2.1.3 Condition Assessment (3 workshops) Site Visit Planning. Meeting will be used to confirm what facilities and equipment will be inspected and that each site visit is warranted, and a discussion of what observations should be made. Site Visit Debrief. The site visitors will debrief the rest of the project team on the findings of the site visits, and what conclusions can be drawn. Condition Assessment. CONSULTANT shall present the findings of the condition assessments for the piping and summarize the recommendations for addressing deficiencies. The workshop shall occur prior to submitting the related evaluation memo. 04-02-2020 P1-126 – Design SOW Page 37 of 61 Task No. Topic Description 2.1.3 Primary Odor Scrubber Complex Condition Assessment (3 workshops) Site Visit Planning. Meeting will be used to confirm what facilities and equipment will be inspected and that each site visit is warranted, and a discussion of what observations should be made. Review of Findings. CONSULTANT shall discuss individual components of the facilities, rehabilitation options, and how the components may be replaced while maintaining system operation. Review of Technologies. CONSULTANT shall present the options for single stage scrubber and dual stage scrubber technologies relative to the findings of the condition assessment. 2.1.3 Primary Odor Scrubber Complex Rehabilitation and Replacement (1 workshops) Design Criteria. CONSULTANT shall present draft design criteria based on decisions made in 2.2.3. If applicable, the results of odor sampling may be presented. Preliminary layout and configuration of the scrubber system shall be presented. 2.3.5 PDR REVIEW WORKSHOPS A. CONSULTANT shall hold the following workshops to review the draft Preliminary Design Report as required in Exhibit 4 - Workshop and Meeting Requirements: 1. Draft PDR Presentation Workshop 2. Draft PDR Review Workshop 3. PDR Validation Workshop 2.3.6 EQUIPMENT AND PROCESS REDUNDANCY WORKSHOP A. An equipment and process redundancy workshop shall be held after the draft process flow diagrams have been developed to review the proposed redundancy requirements and equipment sizing versus equipment quantity for the systems provided by the project. The equipment and processes shall be designed to include sufficient redundancy in process trains and standby equipment to allow for serviceability without disruption in plant operations. Philosophies to be discussed shall include the following: 1. Equipment which may be difficult, costly, or time consuming to maintain may require additional redundancy to mitigate reliability issues. 2. In general, there is a trade off on the size of the selected equipment. Large equipment reduces the total quantity of equipment to perform the function. This helps with reducing the number of equipment pieces that must be maintained, but may result in burdensome and lengthy downtime periods for repair. Small equipment provides the reverse. More equipment is needed for the function creating more things to maintain. However, it provides for more flexibility and typically has a shorter down time. 3. Considerations must be provided to avoid single points of failure. For example, redundancy in mechanical equipment can be negated if all equipment is powered on a single common MCC. 4. The Consultant shall develop and establish the reliability and redundancy criteria through workshops and evaluation and design memoranda. 04-02-2020 P1-126 – Design SOW Page 38 of 61 5. Operations and Maintenance (O&M) staff including staff from Maintenance Reliability and Planning must be involved in the establishment of the maintainability design rules. B. The equipment and process redundancy workshop shall be held at OC San’s facilities and shall generally be 2 to 4 hours in length. The CONSULTANT shall facilitate this workshop and OC San and CONSULTANT staff shall attend. C. A follow up workshop shall be held at OC San’s facilities to review the final equipment and process redundancy requirements. D. CONSULTANT shall be responsible for completing the following tasks relative to the workshop: 1. Prepare package for the equipment and process redundancy workshop participants. The package shall consist of process flow diagrams and other information selected by CONSULTANT. 2. Prepare presentation on the project. 3. Summarize the equipment and process redundancy workshop comments and action taken on each comment in a memorandum. 4. All comments and recommendations of the workshop shall be incorporated into the Process Design Configuration Design Memo and the bid documents. 2.3.7 MAINTAINABILITY WORKSHOPS A. A maintainability workshop shall be held after draft floor plans have been developed to: 1. Review the working space around equipment, accessibility requirements, specific activities required to be performed by maintenance staff, ease of servicing for equipment and devices, means to removing equipment from the point of installation to a location outside the facility. 2. The workshop shall be used to develop a set of project maintainability design rules based on the requirements in Chapter 7 of the Engineering Design Guidelines, coordination with OC San staff, lessons learned from prior projects, CONSULTANT staff expertise, and manufacturer data. 3. The CONSULTANT shall research and provide the following maintainability information for the workshop: a. Sludge pumps and grinders b. Primary clarifier mechanical equipment c. Primary clarifier covers d. Odor control systems e. Chemical containment area 4. Operations and Maintenance (O&M) staff including staff from Maintenance Reliability and Planning must be involved in the establishment of the maintainability design rules. B. The maintainability workshop shall be held at OC San’s facilities and shall generally be 2 to 4 hours in length. OC San and CONSULTANT staff shall attend this workshop. C. A follow up maintainability workshop shall be held at OC San’s facilities to review the draft project maintainability design rules. D. The project maintainability design rules shall be followed during detailed design. E. CONSULTANT shall be responsible for completing the following tasks relative to the workshop: 04-02-2020 P1-126 – Design SOW Page 39 of 61 1. Prepare package for the maintainability workshop participants. The package shall consist of plans, process flow diagrams, P&IDs and other information selected by CONSULTANT. 2. Prepare presentation on the project. 3. Review 3D model if applicable to the project. 4. Summarize the maintainability review workshop comments and action taken on each comment in a memorandum. 5. All comments and recommendations of the workshop and the project maintainability design rules shall be incorporated into the Maintainability Design Memo and the bid documents. 2.3.8 PDR CONSTRUCTABILITY WORKSHOP A. A constructability workshop shall be held after the draft PDR submittal review to identify any fatal flaws in the design relative to constructability. Some of the subjects that shall be covered in this workshop include the following: conflicts between design disciplines, geotechnical considerations, construction sequencing, power outages, equipment shutdowns, viability of equipment relocation, safety, operational requirements, access for maintenance, size-critical equipment requirements and constraints, permitting, public nuisance issues, other local conditions and constraints. B. This workshop shall be held at OC San facilities and shall generally be 4 to 6 hours in length. OC San and CONSULTANT staff shall attend this workshop. C. CONSULTANT shall be responsible for completing the following tasks relative to the workshop: 1. Prepare package for constructability review workshop participants. The package shall consist of detailed plans and specifications and other information selected by CONSULTANT. 2. Prepare presentation on the project. 3. Summarize the constructability review workshop comments and action taken on each comment in a memorandum. 4. All comments and recommendations of the workshop shall be incorporated into Implementation Plan Design Memo and the Bid Documents. 2.3.9 TECHNICAL PROGRESS MEETINGS A. Technical Progress Meetings shall be monthly to review various issues with OC San’s project team. A total of 16 meetings shall be held during Preliminary Design Phase. The CONSULTANT shall coordinate with the OC San Project Manager to determine what topics will be covered in what meetings, and what OC San and CONSULTANT team members are required for each. 2.3.10 FOCUSED MEETINGS A. Focused meetings shall be held throughout preliminary design to discuss specific issues in detail and generate comments and direction from OC San staff. The following tentative list of topics may be covered in these meetings: 1. Site survey 2. Site utility coordination 3. Geotechnical report 4. Quality control plan 5. Common names for facilities and equipment 04-02-2020 P1-126 – Design SOW Page 40 of 61 6. Process Flow diagram/Operating Philosophy (several meetings as needed) 7. Permits 8. OC San Safety Standards, confined space and other safety requirements 9. Fire Department requirements 10. City requirements 11. Fire protection 12. Landscaping plan 13. Architectural concepts 14. Survey and geotechnical requirements 15. Potholing 16. Hazardous Area classification (with OC San Authority Having Jurisdiction representative participating) 17. Utilities and utility tie-ins 18. Technical Definitions/equipment data sheets 19. Control concepts 20. Instrumentation and control upgrades 21. Sample P&ID; basis for equipment tag numbering 22. Sample control descriptions 23. Sample EID database 24. Sample SAT database 25. Data network block diagram/network connection diagram 26. I/O relocation plan 27. Electrical distribution system, system controls and the related upgrades 28. Single-line diagrams and electrical demolition 29. Modes and analyses cases for electrical studies 30. Criticality Table update 31. Standby power 32. Construction sequencing 33. Special studies 34. Coordination with other projects 35. Additional meetings as necessary B. Meeting lengths shall be as required to cover the topic in question. Depending on subject matter and attendees, one meeting may cover multiple subjects. CONSULTANT shall determine how many meetings will be needed to cover these topics. CONSULTANT may suggest additional topics as necessary. Supplementary meetings may be scheduled with OC San staff, as necessary to allow coordination between CONSULTANT and OC San staff. In addition to the above meetings, CONSULTANT shall anticipate bi-weekly coordination calls between OC San and CONSULTANT technical design staff to coordinate open tasks. 2.3.11 COORDINATION WITH OTHER PROJECTS MEETINGS 04-02-2020 P1-126 – Design SOW Page 41 of 61 A. The project shall be a complete and fully functional facility that is integrated with existing facilities and coordinated with other construction projects. CONSULTANT shall coordinate potential conflicts with the following adjacent projects and participate in the number of meetings indicated in the following table: PROJECT COORDINATION MEETINGS PROJECT PROJECT DESCRIPTION COORDINATION MEETINGS P1-140 Activated Sludge-1 and Secondary Clarifier Rehabilitation 2 meetings @ 1 hours P1-105 Headworks Rehabilitation at Plant 1 2 meetings @ 1 hours Other projects coordination Other projects coordination 4 meetings @ 1 hour 2.3.12 STORMWATER COMPLIANCE MEETING A. A formal meeting shall be held with OC San’s stormwater compliance staff to review the project scope and identify all issues during and after construction affecting compliance with stormwater regulatory requirements and OC San’s policies and practices. 3. PHASE 3 – DESIGN BID DOCUMENTS 3.0.1 GENERAL A. CONSULTANT shall provide engineering services to prepare biddable plans, technical specifications, and other Bid Documents as required based on the design concepts and criteria developed during Phase 2 - Preliminary Design. In this Scope of Work, construction documents include specifications; drawings; cable, conduit and cable tray schedules; commissioning plan materials; equipment and instrumentation database (EID); SCADA Administration Tool (SAT); and bypassing plans. 3.0.2 ENGINEERING DESIGN GUIDELINE UPDATES A. All changes in OC San’s Engineering Standards, OC San’s Design Guidelines, and/or changes in design concepts and facility layouts as a result of OC San comments that may occur up to transmittal of OC San comments on Design Submittal 2, shall be incorporated into the Design by CONSULTANT with no increase in CONSULTANT’s Not-to-Exceed upper limit on fees. 3.0.3 GENERAL REQUIREMENTS AND ADDITIONAL GENERAL REQUIREMENTS A. The following are the minimum Additional GRs topics required for this project: ☒Summary of Work ☒Work Sequence ☒Work Restrictions ☒Permits ☒Measurement and Payment (includes Mobilization/Demobilization) ☒Contractors Construction Schedule and Reports ☒Seismic Design Criteria (for those restraints, supports, etc. to be design by the Contractor) ☒Quality Assurance-Quality Control Program ☒Vehicular Access, Staging and Security ☒Traffic Control 3.0 04-02-2020 P1-126 – Design SOW Page 42 of 61 ☒Contractor and Engineer’s Field Offices ☒Shipping, Storage and Handling ☒Project Control Management System (PMWeb construction management software) ☒Equipment Service Manuals ☒Equipment and Instrument Database (EID) ☒Commissioning ☒Training of OC San Personnel ☒Hazardous Materials Mitigation and Controls ☒Mold Remediation and Controls 3.0.4 DESIGN SUBMITTALS A. The CONSULTANT shall produce the following design submittals as indicated below in accordance with Exhibit 1 - Preliminary Design Report Requirements B. Exhibit 1 - Design Requirements. If a design submittal is eliminated, then the design submittal shall include the requirements associated with the required design submittal along with the requirements associated with the previous unchecked design submittals. ☒Design Submittal 1 ☒Design Submittal 2 ☒Design Submittal 3 ☒Final Design Submittal C. Continuing Work After Design Submittal Submission ☒CONSULTANT is expected to continue design work on the project while OC San staff reviews Design Submittal 1 and Design Submittal 2. For Design Submittal 3, CONSULTANT shall stop all design work until receipt of OC San comments on that submittal. ☐CONSULTANT is expected to stop design work on the project until OC San staff completes the review of each Design Submittal. 3.0.5 CABLE AND CONDUIT SCHEDULE ☐CONSULTANT shall put the cable and raceway schedule on the drawings. CONSULTANT may utilize an Excel spreadsheet and copy the spreadsheet onto the drawings. ☒ CONSULTANT shall utilize OC San’s Microsoft Access Cable and Raceway Schedule database electronic format. See exhibit titled “Cable Conduit and Tray Schedule Database”. 3.0.6 COMMISSIONING PLAN MATERIALS A. The CONSULTANT shall provide a commissioning plan materials in accordance Exhibit 1 - Preliminary Design Report Requirements B. Exhibit 1 - Design Requirements. It is intended that commissioning plan materials developed for OC San Project No. P2-98 be used to the extent possible for this project. CONSULTANT shall identify necessary tests. OC San will provide example test procedures for standard equipment, for ORT and Pre-FAT testing, from OC San’s Procedure Generator application. C. Specification Section 01810, Commissioning ☐OC San will prepare Section 01810 ☒CONSULTANT shall edit Section 01810 D. ORT Procedures ☐OC San will prepare ORT procedures ☒CONSULTANT shall prepare ORT procedures using OC San’s ORT procedure generator 04-02-2020 P1-126 – Design SOW Page 43 of 61 ☐CONSULTANT shall prepare new ORT procedures E. Pre-FAT Procedures ☐Pre-FAT procedures not required ☐OC San will prepare Pre-FAT procedures ☒CONSULTANT shall prepare Pre-FAT procedures F. FAT Procedures ☐OC San will prepare FAT procedures ☒CONSULTANT shall prepare FAT procedures G. RAT Procedures ☐RAT procedures not required ☐OC San will prepare RAT procedures ☒CONSULTANT shall prepare RAT procedures Development of RAT procedures in this task does not require detailed narratives as shown in Exhibit 25 and shall be limited to the following approach developed for OC San Project No. P2-98: · Define the processes that will be tested during RAT · Define pre-requisites to RAT · Define Length of RAT while running under normal operation. · Develop a schedule of operations to test each operating mode. · Develop forms to be completed by the inspection team (OC San, Contractor and Design Engineer) that document baseline operation. H. PAT Procedures ☐PAT procedures not required ☐OC San will prepare PAT procedures ☒CONSULTANT shall prepare PAT procedures 3.0.7 EQUIPMENT AND INSTRUMENTATION DATABASE (EID) ☐EID is not required. ☐OC San will develop the EID in accordance Exhibit 1 - Preliminary Design Report Requirements Exhibit 1 - Design Requirements. ☒CONSULTANT shall develop EID in accordance Exhibit 1 - Preliminary Design Report Requirements Exhibit 1 - Design Requirements. 3.0.8 SCADA ADMINISTRATION TOOL (SAT) ☐SAT is not required. ☐OC San will develop the SAT in accordance Exhibit 1 - Preliminary Design Report Requirements Exhibit 1 - Design Requirements. ☒CONSULTANT shall develop the SAT in accordance Exhibit 1 - Preliminary Design Report Requirements Exhibit 1 - Design Requirements. 3.0.9 CONSTRUCTION SUBMITTAL ITEMS LIST ☐OC San will develop the Construction Submittal Items List in accordance with Exhibit 1 - Preliminary Design Report Requirements Exhibit 1 - Design Requirements. 04-02-2020 P1-126 – Design SOW Page 44 of 61 ☒CONSULTANT shall develop the Construction Submittal Items List in accordance with Exhibit 1 - Preliminary Design Report Requirements Exhibit 1 - Design Requirements. 3.0.10 TEMPORARY FACILITIES DURING CONTRUCTION ☐Temporary facilities and bypass pumping are not required. ☐Temporary facilities and bypassing during construction are required, as described under the “Temporary Facilities During Construction” paragraph under the Project Elements, and shall be described in words on the drawings and technical specifications. ☒Detailed plans and work sequence for temporary facilities and bypassing during construction, as described under the “Temporary Facilities During Construction” paragraph under the Project Elements. A. CONSULTANT shall design measures for the temporary handling of flows to be implemented by the Contractor during construction considering OC San’s goal of zero sewage spills. B. If existing facilities such as valves, gates, stop logs, etc. are being used for shutdowns or diversions, include a plan for testing those facilities during Phase 3 - Design to verify that they will function adequately for the purpose. If testing cannot be performed, CONSULTANT shall identify the risks associated with using the facility for bypassing, along with contingency plans and mitigation measures to be implemented if they are found not function adequately during construction. DESIGN SUPPORT DOCUMENTATION 3.1.1 DESIGN SUBMITTAL SUPPORT DOCUMENTATION A. The CONSULTANT shall provide a Design Submittal Support Documentation in accordance Exhibit 1 - Preliminary Design Report Requirements B. Exhibit 1 - Design Requirements. C. Design Information 1. CONSULTANT shall include the following material with each Design Submittal: a. CONSULTANT shall maintain the Project Logs specified under Phase 2 Project Management through Phase 3. Current copies of all logs shall be included with each Design Submittal. b. Written response log to OC San comments on the previous submittal. c. CEQA and Regulatory Compliance Matrix. This matrix shall list each applicable CEQA mitigation requirement and all known permit requirements with the corresponding description of how each requirement is to be satisfied. Measures to satisfy requirements might be in the GRs, Additional GRs, particular specification requirements, or actions taken separately from the construction contract. d. Calculations e. Draft or final Geotechnical Reports not submitted in the previous submittal and those revised since the previous submittal. f. Proposed list of suppliers to be named in the specifications for major equipment g. Draft or final Fire Protection Reports not submitted in the previous submittal and those revised since the previous submittal. 3.1 04-02-2020 P1-126 – Design SOW Page 45 of 61 h. Draft or final Field Findings Reports not submitted in the previous submittal and those revised since the previous submittal. i. Equipment data sheets j. Equipment catalog cuts and vendor quotations. k. Commissioning Package List: The Preliminary Commissioning Package List first developed in the PDR Production Phase shall be updated in each Design Submittal and used as a starting point to develop the list of commissioning procedures. l. All memos that are prepared since the previous submittal was delivered. D. Facility Operation and Maintenance ☐Not required. ☒Update operating philosophies ☐Update estimates of Operation and Maintenance staffing requirements E. Electrical Deign Documentation ☐Electrical design documentation not required. ☒ Updated Electrical Load Criticality Table ☒ Electrical Analysis Report ☒ Load list for all equipment ☒ Equipment sizing from three manufacturers for motor control centers, switchgear, and power panels ☒ Lighting calculations ☒ Standby generator loading calculations ☒ Ductbank cable pulling tension, derating and cable tray fill calculations F. Power System Studies ☐ETAP not required. ☒Plant ETAP model for the project performed by OC San. ☐Plant ETAP model for the project performed by CONSULTANT. ☐Electrical Systems Analysis Report performed by CONSULTANT. 3.1.2 CONSTRUCTION COST ESTIMATE A. The CONSULTANT shall provide a cost estimates for the associated design submittal indicated below in accordance with Exhibit 1 - Preliminary Design Report Requirements B. Exhibit 1 - Design Requirements. ☒Design Submittal 1 (Required in addition to Exhibit 2 and Engineering Design Guidelines requirements) ☒Design Submittal 2 ☒Design Submittal 3 ☒Final Design Submittal 3.1.3 CONSTRUCTION SCHEDULE A. The CONSULTANT shall provide a Preliminary Construction Schedule for the associated design submittal indicated below in accordance with Exhibit 1 - Preliminary Design Report Requirements B. Exhibit 1 - Design Requirements. ☐Construction Schedule is not Required 04-02-2020 P1-126 – Design SOW Page 46 of 61 ☒Design Submittal 1 ☒Design Submittal 2 ☒Design Submittal 3 ☒Final Design Submittal 3.1.4 PROCUREMENT ALTERNATIVES A. The CONSULTANT shall recommend the appropriate procurement alternatives as described in Exhibit 1 - Preliminary Design Report Requirements B. Exhibit 1 - Design Requirements. ☐Procurement alternatives not required ☒Procurement alternatives required C. Equipment that may be needed to be obtained from a sole source supplier for this project includes: 1. Primary clarifier aluminum covers from Halsten Corporation DESIGN ACTIVITIES The following services shall be provided by the CONSULTANT or an appropriately qualified subconsultant. In any case, the CONSULTANT shall be responsible for managing all subconsultants, including reviewing their work products prior to submission to OC San. 3.2.1 EASEMENTS, PROPERTY BOUNDARIES AND WORK AREA LIMITS A. CONSULTANT services related to Easements, Property Boundaries and Work Area Limits on the project are specified in Phase 2 – Preliminary Design and those services shall continue during Phase 3 – Design as required. CONSULTANT shall allocate the budgeted hours between Phase 2 and Phase 3 based on when these services will be required. 3.2.2 TOPOGRAPHIC SURVEY A. CONSULTANT services related to Topographic Survey on the project are specified in Phase 2 – Preliminary Design and those services shall continue during Phase 3 – Design as required. CONSULTANT shall allocate the budgeted hours between Phase 2 and Phase 3 based on when these services will be required. 3.2.3 GEOTECHNICAL BASELINE REPORT 1. CONSULTANT shall prepare a Geotechnical Baseline Report (GBR). The GBR shall be prepared by the prime CONSULTANT, rather than by the Geotechnical Subconsultant that prepared the Geotechnical Data Report. 2. The Geotechnical Baseline Report (GBR) shall conform to the most recent issue of the American Society of Civil Engineers (ASCE) “Geotechnical Baseline Reports of Underground Construction: Guidelines and Practices”. 3. The GBR shall be site specific and shall include a narrative of all known soil conditions and subsurface expected constraints. The GBR shall establish quantitative thresholds and shall make specific recommendations to the Contractor regarding actions to be taken by the Contractor during construction, such as dewatering, removal of boulders by size, all other excavation and backfill stages, etc. Thresholds expressed as ranges of values will not be acceptable to OC San (i.e. 100-200 gpm, or 5-10 CY). All thresholds shall be expressed in the form of one number (i.e. 150 gpm, or 7 CY). 4. The GBR will be used during construction to enforce the Differing Site Condition clause included in the construction Contract Agreement. 3.2 04-02-2020 P1-126 – Design SOW Page 47 of 61 5. The draft GBR shall be submitted to OC San staff for review and comments along with the DS2 submittal package. The final GBR incorporating OC San comments shall be submitted with the DS3 submittal package. 3.2.4 UTILITY INVESTIGATION A. CONSULTANT services related to Utility Investigation on the project are specified in Phase 2 – Preliminary Design and those services shall continue during Phase 3 – Design as required. CONSULTANT shall allocate the budgeted hours between Phase 2 and Phase 3 based on when these services will be required. B. Final Design Submittal Utility Coordination Reviews 1. During DS3 submittal review, the CONSULTANT shall meet with outside agencies to verify any changes made by agency during final design period and compare them with the Contract Drawings. CONSULTANT shall follow through with due diligence on utilities that do not participate in the USA program, unknown owner of a facility and/or abandoned utilities. 2. During DS3 submittal review, an on-site inspection shall be made in the project area. During the on-site inspection, a senior-level CONSULTANT representative shall walk the site accompanied by OC San’s Project Engineer and Supervising Inspector. The CONSULTANT’s representative shall be experienced in the location and identification of utilities in the field. During the on-site inspection the CONSULTANT shall document all visible features that indicate utilities within the project area and compare them with the Contract Drawings. 3.2.5 FIRE PROTECTION SERVICES A. CONSULTANT shall secure the services of a Subconsultant to determine the fire protection requirements, prepare final plans and specifications for the selected plan and assist OC San in obtaining approval from the fire authority. 3.2.6 NOISE EVALUATION SERVICES A. CONSULTANT shall secure the services of a Subconsultant to prepare a field finding Noise Report. This report shall include the following: 1. Visit site and conduct ambient noise measurements to establish baseline. 2. Identify external sources of noise. 3. Identify potential methods for defining noise impacts. 4. Develop noise model consistent with noise impact assessment methods. 5. Determine exterior noise levels and compliance with assessment standards. 6. If required, develop mitigation measures to meet design standards. 7. Determine compliance with OSHA’s regulations. 8. If needed, determine mitigation measures to meet OSHA’s requirements. 9. Prepare written report on findings and recommendations. 3.2.7 ENVIRONMENTAL DOCUMENTATION A. CONSULTANT services related to Environmental Documentation on the project are specified in Phase 2 – Preliminary Design and those services shall continue during Phase 3 - Design. The CONSULTANT shall allocate the budgeted hours between the Environmental Documentation services in Phase 2 and Phase 3 based on when these services will be required. 3.2.8 PERMITTING ASSISTANCE A. CONSULTANT services related to Permitting Assistance on the project are specified in Phase 2 – Preliminary Design and those services shall continue during Phase 3 - Design. 04-02-2020 P1-126 – Design SOW Page 48 of 61 CONSULTANT shall allocate the budgeted hours between the Permitting Assistance services in Phase 2 and Phase 3 based on when these services will be required. 3.2.9 PROJECT MANAGEMENT A. CONSULTANT shall be responsible for managing CONSULTANT’s project execution, schedule, budget, subconsultants, and coordination with other projects. CONSULTANT services related to Project Management on the project are specified in Phase 2 – Preliminary Design and those services shall continue during Phase 3 – Design as required. CONSULTANT shall allocate the budgeted hours between Phase 2 and Phase 3 based on when these services will be required. 3.2.10 RISK MANAGEMENT A. CONSULTANT shall provide risk management in accordance with Exhibit 3 - Risk Management Requirements. Moderator shall be as specified for Phase 2 – Preliminary Design. B. Risk Management: ☐Not required ☒Required ☒DS1 Risk Workshops: 1 hour (held during OC San’s review of DS1 at OC San) ☒DS2 Risk Workshops: 1 hour (held during OC San’s review of DS2 at OC San) ☒DS3 Risk Workshop: 2 hours (held during OC San’s review of DS3 at OC San) 3.2.11 QUALITY CONTROL A. The CONSULTANT shall provide Quality Control requirements in accordance with Exhibit 5 - Quality Control Requirements. ☐Independent Multi-Discipline Design Workshop is not required. ☒Independent Multi-Discipline Design Workshop is required. (minimum duration of 4 days) DESIGN WORKSHOPS AND MEETINGS 3.3.1 GENERAL A. Workshop and meeting planning, requirements, agendas, and meeting minutes shall be in accordance with Exhibit 4 - Workshop and Meeting Requirements. 3.3.2 DESIGN PHASE WORKSHOPS A. The focus of workshops is to review project progress to date and the technical decisions that have been made in focused meetings. CONSULTANT shall conduct the workshops listed below in Phase 3 – Design. The CONSULTANT shall allow the following time for each workshop: DESIGN PHASE WORKSHOPS WORKSHOP TYPE DURATION Design Kickoff Workshop 2-4 hours Design Review Meetings 2 – 4 hours per discipline Design Validation Meeting 2-4 hours B. The following Design Review Meetings shall include the following topics, as applicable to the project: 1. Electrical 2. I&C 3. Process 4. Civil/Yard 3.3 04-02-2020 P1-126 – Design SOW Page 49 of 61 5. Construction 6. Maintainability C. A series of workshops shall be provided for the Design Review Meetings. D. During final design, workshops shall be held after each design submittal. 3.3.3 PRE-DS2 CONSTRUCTABILITY WORKSHOP A. A constructability workshop shall be held prior to the DS2 submittal and shall be a 3 day workshop. The constructability review is intended to provide OC San with an objective third-party review of the Bid Documents for effectiveness in communicating information to prospective bidders. The review shall determine if the Bid Documents have sufficient information needed to bid and construct the project and avoid misunderstandings and misinterpretations that may lead to conflict, confusion or claims during construction. This review is not a comprehensive plan check, a dimensional check or a value engineering assignment. Further, it is recognized that comments may only be given on the level of detail provided at this level of design. B. Constructability review participants shall include highly experienced individuals from construction companies, OC San construction management staff and CONSULTANT construction management staff. Specialty Consultants and discipline engineers may also be included. C. Each constructability review participant shall receive a package at least two weeks in advance. The package shall include plans and specifications, general conditions, the CPM schedule, the construction cost estimate, permits, and other pertinent information. The confirmation statements regarding the size-critical equipment as required in the Engineering Design Guidelines, Chapter 01, Design Guidelines – General Requirements, Section 01.2.15.2 “Size-Critical Equipment” shall also be included in the review package. D. The constructability review shall be held on-site. E. Day 1 shall start with a site visit, for the reviewers to acquaint themselves with the site conditions. After the site visit, the CONSULTANT shall make a short presentation, followed by a question and answer period. This is anticipated to take about 1/2 day. The second half of Day 1, Day 2, and the first half of day three shall be individual workdays for the Constructability Review Team. The CONSULTANT shall not attend, although one designated individual from the CONSULTANT’s Design Team shall remain to answers questions and gather additional information that the constructability review team might need. F. On the afternoon of Day 3, the CONSULTANT shall return and listen to comments from the Constructability Review Team. A designated individual shall record the comments, and take notes from the workshop, to document the process. G. Topics the Constructability Review Team must consider shall include: 1. Project consistency, discrepancies, and constructability issues 2. Contradictions, bid package strategies, and biddability issues 3. Power outages and equipment shutdowns 4. Size critical equipment requirements and constraints 5. Utility company requirements 6. Construction methods and mitigating impacts 7. Viability of equipment relocation 8. Operational requirements 9. Interim Control Plan 10. Access for maintenance 04-02-2020 P1-126 – Design SOW Page 50 of 61 11. Access to make proper connections 12. User-friendliness and safety 13. Coordination with other projects 14. Draft Commissioning Plan 15. Public nuisance issues 16. Risk sharing 17. Construction sequencing and schedule, materials storage and work zone accessibility 18. Clarity of the scope of work, and interface activities 19. Impacts on existing operation 20. Access 21. Cost control 22. Partnering with contractor 23. Other local conditions and constraints H. The Constructability Review Team shall provide a list of comments and the CONSULTANT shall respond to each comment, selecting those comments to be included in the final plans and specifications. I. To facilitate the Constructability Review Workshop, CONSULTANT shall complete the following tasks: 1. Prepare package for constructability review participants. The package shall consist of detailed plans and specifications and other information selected by CONSULTANT. The package shall be mailed to participants at least one week prior to the workshop. 2. Arrange for off-site location for Constructability Review Workshop. 3. Provide for a constructability review facilitator. 4. Prepare presentation on the project for the Constructability Review Team. 5. Meet with Constructability Review Team to receive comments. 6. Provide listing of constructability review comments and action taken on each comment. (The summary report of constructability review comments shall be prepared by the Constructability Review Team.) J. All comments and recommendations of the workshop shall be incorporated into the Bid Documents at no additional cost to OC San. K. Prior to DS3, the Commissioning Team shall also conduct an additional constructability review of the final Bid Documents to review clarity of the bid package, project completeness, and other issues, as necessary. 3.3.4 DESIGN PHASE MEETINGS A. Technical Progress Meetings 1. Technical Progress Meetings shall be held every 2 weeks to review various issues with OC San’s project team. The CONSULTANT shall coordinate with the OC San Project Manager to determine what topics will be covered in what meetings, and what OC San and CONSULTANT team members are required for each. B. Focused Meetings 04-02-2020 P1-126 – Design SOW Page 51 of 61 1. Focused meetings shall be held throughout design to discuss specific issues in detail and generate comments and direction from OC San staff. The following tentative list of topics may be covered in these meetings: a. Site survey b. Site utility coordination c. Geotechnical report d. Quality control plan e. Common names for facilities and equipment f. Process Flow diagram/Operating Philosophy (several meetings as needed) g. Permits h. Confined space and other safety requirements i. Fire Department requirements j. Fire protection k. Landscaping plan l. Architectural concepts m. Survey and geotechnical requirements n. Potholing o. Hazardous Area classification (with OC San Authority Having Jurisdiction representative participating) p. Utilities and utility tie-ins q. Technical Definitions/equipment data sheets r. Control concepts s. Instrumentation and control upgrades t. Sample P&ID; basis for equipment tag numbering u. Sample control descriptions v. Sample EID database w. Sample SAT database x. Data network block diagram/network connection diagram y. I/O relocation plan z. Electrical distribution system, system controls and the related upgrades aa. Single-line diagrams and electrical demolition bb. Modes and analyses cases for electrical studies cc. Criticality table update dd. Standby power ee. Construction sequencing ff. Special studies gg. Coordination with other projects hh. Additional meetings as necessary 04-02-2020 P1-126 – Design SOW Page 52 of 61 2. Each meeting shall generally be 2-4 hours in length. CONSULTANT shall determine how many meetings will be needed to cover these topics. CONSULTANT may suggest additional topics as necessary. Supplementary meetings may be scheduled with OC San staff, as necessary to allow coordination between the CONSULTANT and OC San staff. 3.3.5 CONSULTANT OFFICE TECHNICAL MEETINGS (COTMS) A. OC San has found it mutually beneficial to visit the CONSULTANT offices from time to time to observe the detailed design in process, answer detailed technical questions, and establish lines of communications with CONSULTANT staff. During the Design Phase, CONSULTANT shall arrange for OC San staff to meet in CONSULTANT’s work center and audit “over the shoulder” design reviews with CONSULTANT’s staff. The reviews will be monitored by a member of CONSULTANT’s Management Team. Signification decisions will be reported to Consultants Project Manager and OC San’s Project Manager and logged into the Decision Log. Action items will be identified. B. The CONSULTANT shall schedule, at a minimum, the following CONSULTANT Office Technical Meetings (COTMs): 1. One four-hour visit to review the Loop Tag Number scheme and control documentation. 2. Three four-hour visits to review CONSULTANT Implementation of CAD standards and P&ID tag extraction. 3. Two four-hour visits to review the first few P&ID drawings. 4. Two four-hour visits to review the early Control Strategies. 5. One four-hour visit to establish the basic control panel design. 6. One four-hour visit to review the Conduit, Tray and Cable Schedules 7. One four-hour visit to review each of the first elementary diagrams, first panel schematics. 8. Six two-hour follow up visits for the above. 9. One six-hour visit to review each of the SAT and EID products, including P&ID, SAT and EID coordination. C. The CONSULTANT shall schedule each of the above COTMs and shall coordinate with OC San’s Project Manager to be sure the correct personnel participate in the meetings. The CONSULTANT may propose additional, eliminate, or combine COTMs as needed to support the detailed design. D. OC San may also request additional “over the shoulder” design review meetings to audit the design in other areas not listed above. CONSULTANT shall anticipate that OC San will request review of the technical progress of the work in “over the shoulder” meetings at a minimum, prior to every design submittal. 3.3.6 COORDINATION WITH OTHER PROJECTS MEETINGS A. The project shall be a complete and fully functional facility that is integrated with existing facilities and coordinated with other construction projects. CONSULTANT shall coordinate potential conflicts with the following adjacent projects and participate in the number of meetings indicated in the following table: 04-02-2020 P1-126 – Design SOW Page 53 of 61 PROJECT COORDINATION MEETINGS PROJECT PROJECT DESCRIPTION COORDINATION MEETINGS P1-140 Activated Sludge-1 and Secondary Clarifier Rehabilitation 2 meetings @ 1.5 hours P1-105 Headworks Rehabilitation at Plant 1 2 meetings @ 1.5 hours Other projects coordination Other projects coordination 4 meetings @ 1 hour 3.3.7 COMMISSIONING TEAM MEETINGS A. Design phase commissioning team meetings shall be held on a monthly basis after completion of OC San’s review DS2. B. Meetings will generally be 2-4 hours in length. CONSULTANT shall determine how many meetings shall be needed to cover these topics and organize the topics accordingly. CONSULTANT may suggest additional topics as necessary. Supplementary meetings may be scheduled with OC San staff, as necessary, to allow coordination between CONSULTANT and OC San staff. C. The Commissioning Team meetings shall cover the following subjects: 1. Provide a detailed review of the proposed construction sequencing plan and make recommendations for improvements. These recommendations shall be incorporated into the plans and specifications as appropriate. Possible incentives for the Contractor to finish the project early shall be explored. 2. Identify procedures, testing requirements and sequencing for commissioning. 3. Develop a detailed outline of the commissioning plan to be incorporated into the Commissioning Procedures specification based on the results of the recommended construction sequencing plan. 4. Prepare testing requirements and plan to prove process performance relative to design criteria developed in the PDR. Testing shall be performed after the RAT and supervised by the CONSULTANT. 5. Identify timing within the construction contract schedule when commissioning activities are required, including hold points for testing and inspection. 6. Identify roles and responsibilities of the Project Manager, Resident Engineer, Inspector, Project Engineer, PCI, Engineering support, Design CONSULTANT and Contractor. 7. Develop a timeline of commissioning 8. Develop a commissioning specification 9. Develop standard forms for testing and commissioning documentation 10. Electrical, mechanical and process tie-ins 11. Startup requirements and testing 12. O&M training 3.3.8 SAFETY AND RISK MEETING A. Meet with OC San Safety and Risk Management personnel between DS2 and DS3 to review the plans and specifications in accordance with OC San safety policies and OC San Risk Management goals. 04-02-2020 P1-126 – Design SOW Page 54 of 61 3.3.9 CONSTRUCTION SUBMITTAL ITEMS LIST MEETING A. Meet with OC San between DS2 and DS3 to review the CONSULTANT’s approach to developing the project Construction Submittal Items List using Exhibit 17 and the CONSULTANT-provided specifications and discuss the grouping of submittals in commissioning packages and phases. 3.3.10 STORMWATER COMPLIANCE MEETING A. A formal meeting shall be held with OC San’s stormwater compliance staff to review the project scope and identify all issues during and after construction affecting compliance with stormwater regulatory requirements and OC San’s policies and practices. BID PHASE SUPPORT SERVICES 3.4.1 BID PHASE SUPPORT SERVICES A. CONSULTANT shall provide the following bid period services: 1. Participate in the pre-bid meeting. 2. Prepare project drawing set and project specification addenda to provide clarification and resolve errors and omissions identified prior to bid opening. 3.4.2 BID EVALUATION ASSISTANCE A. Participate in reviewing alternate equipment proposals from the Contractor, if applicable. B. Participate in the evaluation of the submitted bids, furnish consultation and advice to OC San staff and assist with all the related equipment, cost, and other analyses as required to finalize the award decision. 3.4.3 CONFORMED DOCUMENT PREPARATION A. Within two weeks of the bid date, prepare conformed documents set (drawings, databases, specifications and other required materials) that incorporates the addenda. See Engineering Design Guidelines, Chapter 01, Design Guidelines – General Requirements, Section 01.4 “Preparation of Project Deliverables” for requirements as modified in Section V of this Scope of Work, “Project-Specific Deviations from OC San Design Guidelines” and the requirements of the CAD Manual). 4. PHASE 4 – CONSTRUCTION AND INSTALLATION SERVICES Not in this Scope of Work. 5. PHASE 5 – COMMISSIONING SERVICES Not in this Scope of Work. 6. PHASE 6 – CLOSE OUT Not in this Scope of Work. 7. GENERAL REQUIREMENTS GENERAL 7.0.1 OC SAN ENGINEERING DESIGN GUIDELINES AND STRATEGIC PLAN A. CONSULTANT shall refer to and adhere to the requirements of OC San Safety Standards, OC San Engineering Design Guidelines, any deviations to the Engineering Design Guidelines listed below, and other OC San’s Design Standards referenced therein. Exhibit 15 - Spec Review using Microsoft Word and Teams 3.4 7.0 04-02-2020 P1-126 – Design SOW Page 55 of 61 B. Exhibit 16 - OC San Engineering Design Guidelines and Standards – Available online at https://www.OC San.com/about-us/transparency/document-central/-folder-917 is a complete set of the OC San Safety Standards and OC San Design Standards, the latest edition at the time of the design proposal stage. C. The Engineering Guidelines define what plant design concepts/tools/methods and project management requirements shall be adhered to and in what manner they shall be used/provided by Consultants, e.g., requirements regarding design concepts, submittals, documentation details, use of OC San Master Specifications, and other related OC San Standards, etc. D. Refer also to Section “CONSULTANT’s Responsibilities” in OC San Engineering Design Guidelines Chapter 01. Refer to “Master Specifications Instructions for Use” that mandates rules and conventions to be used in all OC San project specifications. E. The project Scope of Work defines whether or not each specific deliverable described in the Guidelines shall be part of the project and when each task shall take place. F. The project Scope of Work also includes requirements that supplement and/or modify the Guidelines requirements for this project. G. The project Scope of Work and OC San Engineering Design Guidelines impact CONSULTANT’s project cost. H. Except as specified in this Scope of Work, design of all facilities shall conform to the recommendations of the currently approved Master Plan for OC San facilities. The project shall also incorporate all applicable mitigation measures included in associated environmental documents and site-specific local requirements. I. In addition, OC San will require the CONSULTANT to follow subsequent revisions of OC San Safety Standards, OC San Engineering Design Guidelines and other OC San Design Standards up to transmittal by OC San of comments on Design Submittal 1, shall be incorporated into the Design by CONSULTANT with no increase in CONSULTANT’s Not-to- Exceed upper limit on fees. J. OC San may update OC San’s Master Specifications and/or add new OC San Master Specifications up to transmittal by OC San of comments on Design Submittal 2. The CONSULTANT shall utilize the new and/or modified Master Specifications for the DS3 submittal. K. The CONSULTANT shall not begin editing the project specifications until the project team meets with OC San’s Design Standards Custodian to discuss and receive comments regarding the CONSULTANT’s proposed list of project specifications. This meeting will be used to determine which specifications are to use OC San’s master specifications, and where other sources will be utilized. 7.0.2 PROJECT PHASES AND TASKS A. Project tasks and deliverables shall include the requirements described in this Scope of Work. CONSULTANT shall also refer to Appendix A of OC San Engineering Design Guidelines for the level of detail requirements for individual deliverables in each Phase of the project not covered in the Scope of Work. 7.0.3 CONSTRUCTION SEQUENCING AND CONSTRAINTS A. CONSULTANT shall develop with OC San staff and include in the Bid Documents detailed requirements for construction sequencing and constraints. These shall ensure safe and reliable operation and maintenance of OC San facilities. The facilities must be kept on-line and fully operational with minimal interruptions throughout construction. 7.0.4 WORKING HOURS A. Meetings with OC San staff shall be scheduled from Monday through Thursday between the hours of 8:00 AM and 4:00 PM. Any CONSULTANT staff working on-site shall conform to OC -- 04-02-2020 P1-126 – Design SOW Page 56 of 61 San work schedules. CONSULTANT shall refer to the Engineering Design Guidelines, Chapter 01, Section 01.3.5 “CONSULTANT Inspection of Treatment Facilities” for further requirements. 7.0.5 STANDARD DRAWINGS AND TYPICAL DETAILS A. All the details used in the project (OC San’s Standard Drawings and CONSULTANT- developed typical details) shall be shown on the Plans. 7.0.6 SOFTWARE A. The CONSULTANT is expected to develop and provide the deliverables using the standard software currently approved for use by OC San. The standard OC San software includes, but is not limited to, the following: B. Any software that the CONSULTANT needs to comply with these standards shall be purchased and maintained by the CONSULTANT at no additional cost to OC San. In the event OC San provides the CONSULTANT with access to OC San software and hardware at an OC San facility in order to facilitate performance of their work, all software shall remain the property of OC San. Only software licensed to OC San shall be installed on OC San equipment. In addition, only OC San IT Department staff will perform the installation of this software. C. Refer to Chapters 10 and 11 and Appendix A of OC San Engineering Design Guidelines for requirements on preparation of Criticality Tables and ETAP, SAT, and EID databases. Refer to OC San CAD Manual and to Chapter 11 and Appendix A of OC San Engineering Design Guidelines for requirements regarding P&ID drawings. 7.0.7 SUBMITTAL REVIEW USING BLUEBEAM A. OC San has standardized on the use of Bluebeam Revu for reviewing and providing comments to PDF files. PDF files will be hosted in a Bluebeam cloud-based studio session for review. See Exhibit 14 - Bluebeam Designer User Training for a detailed explanation on how Bluebeam will be used to provide, validate, and close submittal review comments. B. Prior to submitting electronic PDF files, format them as indicated in Exhibit 13 - Bluebeam Designer Training for Submission and “OC San CAD Standards Manual” prior to submission. C. A one-hour training session on the use of Bluebeam and custom status menu will be provided by OC San. All Consultant team members responsible for quality control and reconciliation of submittal comments shall attend. 7.0.8 WORD TRACK CHANGES A. Specifications documents and other MS-Word based deliverables will be hosted in OC San Teams environment for review. The guidelines for reviewing and commenting on MS-Word files, including Specifications reviews, can be found in Exhibit 15 - Spec Review using Microsoft Word and Teams. 7.0.9 GIS SUBMITTALS A. Consultant shall provide the following GIS deliverables propagated from approved design submittals after the design submittal is accepted. These GIS submittals will not be reviewed or presented by Consultant. The purpose is to provide project specific GIS layers that could be used to visualize interproject dependencies and conflicts. 1. Electronic Submittal a. Kmz files for use with Google Earth 2. Final PDR a. Single project boundary (Polygon) (1) Boundary to encompass all new facilities and existing to be modified including: · Buildings\Structures 04-02-2020 P1-126 – Design SOW Page 57 of 61 · Tunnels · Utilities · Pavement · Street boundary (ROW to ROW) of possible alignment b. Structures (Polygon) · New structure outline · Additions to existing structures · Structure label 3. DS1 a. Project boundary - updated from PDR b. Structures - updated from PDR c. Utilities (Polyline) (1) Utility alignment d. Manholes (Point) e. Excavation of pits (Polygon) (1) Pits that will stay open for extended duration (2) CIPP (3) Tunnel - jacking and receiving (4) All pits should be labeled 4. DS2, DS3, and FDS a. Project boundary - updated from previous DS b. Structures - updated from previous DS c. Utilities - updated from previous DS d. Manholes - updated from previous DS e. Excavation of pits - updated from previous DS f. Critical (as defined by Dig Alert) utility crossings (Point) (1) Crossing of Dig Alert critical utilities (2) Critical utility label · Natural gas · Fuel pipeline · 12 kV Electrical g. Asphalt (Polygon) (1) Asphalt to be replaced 7.0.10 PMWEB PROCEDURES A. This Agreement shall utilize PMWeb as the Project Control Management System (PCMS) for overall management of the Agreement. All PCMS related documents requiring formal signatures shall be digital, and all copies digitally distributed. The PCMS conforms to the requirements set forth in California Government Code section 16.5 regarding digital signatures; therefore, digital 04-02-2020 P1-126 – Design SOW Page 58 of 61 signatures are in full force and effect and are legally the same as a hand-written signature. At least one PCMS account shall have the authority to approve Amendments. OC SAN shall maintain the PCMS and serve as the administrator for the duration of this Agreement. OC SAN will provide the CONSULTANT with user access for approved personnel as needed for the duration of the Agreement. OC SAN shall control access to the PCMS by assigning user profiles and login credentials. Notify OC San of any changes to personnel. Access modifications shall be coordinated as needed throughout the Agreement. Do not to share PCMS account passwords with anyone inside or outside of the company. Routine maintenance of the PCMS system may be required during the Agreement. Access to the PCMS system may be restricted or unavailable at these times and will be scheduled outside of typical working hours whenever possible. The PCMS is a web-based environment and is therefore subject to the inherent speed and connectivity problems of the Internet. The CONSULTANT is responsible for its own connectivity to the Internet. PCMS response time is dependent on the CONSULTANT’s equipment, including processor speed, Internet access speed, Internet traffic, etc. OC SAN will not be liable for any delays associated with the utilization of the PCMS including, but not limited to: slow response time, down time periods, connectivity problems, or loss of information. The OC SAN will provide a one-time free training session of up to two (2) hours to train CONSULTANT’s designated staff on general system requirements, procedures, and methods. Automated system notifications generated via PCMS (e.g. in-system notices, system generated email, or email with attachment) shall constitute a formal written notification in compliance with the Professional Design Service Agreement (PDSA), Professional Construction Service Agreement (PCSA), or Task Order (TO) Agreement. 8. PROJECT-SPECIFIC DEVIATIONS FROM OC SAN DESIGN GUIDELINES The following Scope sections change the Engineering Design Guidelines requirements for this project and apply to ALL its Project Elements: ENGINEERING DESIGN GUIDELINES CHAPTER 01, “DESIGN GUIDELINES – GENERAL REQUIREMENTS” 8.0.1 SECTION 1.2.15 “MISCELLANEOUS REQUIREMENTS” A. Section 4 “Pipe Supports” 1. Replace the entire section with the following: CONSULTANT shall design pipe supports for pipes 12" and greater diameter. Regardless of pipe size, CONSULTANT shall design improvements to existing pipe supports (additional anchorage, support members, and/or bracing) where new conduit and/or pipes are added that increase the supported gravity load by 5% or more, or lateral seismic load by 10% or more. This condition could apply to some of the existing pipe supports in the tunnels. No rehabilitation or replacement of any other supports were assumed to be included. Design, calculations and drawings assumed for existing tunnels are: Civil tunnel plans assumed to have call outs to structural detail sheets for tunnel pipe supports – three structural detail sheets for tunnel pipe supports are assumed. No structural plan and section view sheets are assumed. 8.0 04-02-2020 P1-126 – Design SOW Page 59 of 61 For individually routed pipes that are less than 12” diameter, the majority of pipe support locations will not be shown. However, the drawings will indicate required pipe support locations for specific instances that require special attention for access and maintenance. Specific pipe support details will not be called out at these locations since the pipe supports will be designed by the Contractor. To ensure adequate maintenance access is maintained, the design documents will include notes to indicate that no pipe supports are to be placed in maintenance access spaces. 8.0.2 ENGINEERING DESIGN GUIDELINES CHAPTER 06, “MECHANICAL DESIGN” A. Section 06.7 “Vibration Analysis for Rotating Electrical Equipment” 1. Replace the entire section with the following: CONSULTANT shall perform a RUN evaluation for all pumping systems according to ANSI/HI 9.6.8-2014 or latest (Rotodynamic Pumps—Guideline for Dynamics of Pumping Machinery), to assess various vibration related phenomena. RUN is the general term used to denote the quantity obtained from multiplying the Risk (R) value and Uncertainty (U) value determined during the appropriate evaluation. This evaluation will help determine the relevant analysis level required to appropriately evaluate pumping machinery construction attributes and relevant site characteristics. CONSULTANT shall obtain (from the manufacturers of the rotating equipment) or calculate (based on anticipated turning speeds, operational requirements, etc.) the relevant equipment and system natural and/or excitation frequencies. These frequencies will include any effect from the various torsional, lateral, and structural behaviors of the equipment or system. All other rotating equipment such as fans, blowers, compressors, and pumps/equipment not covered by other standards or specifications, etc. shall undergo a similar evaluation to determine relevant risk and analysis requirements to ensure project success and reliability targets are met. For these other types of rotating equipment not covered by other standards or specifications, the CONSULTANT shall propose a plan for OC San to approve prior to analysis being performed accordingly. For the purpose of estimating level of effort, the Risk Value, “R”, for critical equipment that is required for continuous operation of a process system or where standard equipment is modified slightly for this application, a R-Value of 4 should be assumed. For systems dedicated to a redundant process train or where standard equipment is used, a R-Value of 2 should be assumed. The results from the above RUN evaluation shall be used by the CONSULTANT in their subsequent design, to help provide a robust solution for the project needs. Iterations of design and equipment substitutions shall trigger additional RUN evaluations and analysis, as needed. Final equipment acceptability and commissioning shall be per ANSI/HI 9.6.4-2009 or latest (Rotodynamic Pumps—for Vibration Measurements and Allowable Values), applicable Part of ISO 10816 latest (Mechanical Vibration), ANSI/AMCA 204-05:2012 or latest (Balance Quality and Vibration Levels for Fans), ISO 1940-1:2003 or latest (Mechanical Vibration—Balance Quality Requirements for Rotors in a Constant (Rigid) State), and ISO 21940-12:2016 or latest (Mechanical Vibration— Rotor Balancing—Procedures and Tolerances for Rotors with Flexible Behavior) as applicable. In addition, all loads, forces and moments imparted to equipment or piping, including resonance, shall be fully mitigated and all usage cases analyzed and documented per ASME 31.3-2018 or latest (Process Piping) at a minimum, and properly designed within applicable allowable stresses, etc. If there are conflicts in the standards specified, the more stringent value or condition to prevail. 8.0.3 NOT USED 04-02-2020 P1-126 – Design SOW Page 60 of 61 8.0.4 ENGINEERING DESIGN GUIDELINES, CHAPTER 11, “INSTRUMENTATION AND CONTROL” A. Section 11.4.1 “Requirements Study” 1. The Requirements Study shall not be part of the Scope of Work. 9. STAFF ASSISTANCE OC San staff member or designee assigned to work with CONSULTANT on the design of this project is Bob Tran at (714) 593-7463, e-mail to: btran@ocsan.gov. 10. EXHIBITS Exhibit 1 - Preliminary Design Report Requirements Exhibit 1 - Design Requirements Exhibit 2 - Project Management Requirements Exhibit 3 - Risk Management Requirements Exhibit 4 - Workshop and Meeting Requirements Exhibit 5 - Quality Control Requirements Exhibit 6 - Design Submittal Requirements Matrix Exhibit 7 - Project Schedule Calculation Exhibit 8 - Deliverables Quantities Exhibit 9 - Sample Construction Cost Estimate Format Exhibit 10 - Sample Full Project Safety Review Plan Exhibit 11 - Sample Risk Management Check List Exhibit 12 - Sample MMRP Log Exhibit 13 - Bluebeam Designer Training for Submission Exhibit 14 - Bluebeam Designer User Training Exhibit 15 - Spec Review using Microsoft Word and Teams Exhibit 16 - OC San Engineering Design Guidelines and Standards – Available online at https://www.OC San.com/about-us/transparency/document-central/-folder- 917 Exhibit 17 - Not Used Exhibit 18 - Project Reference Material · P1-20 Headworks No. 2 at Plant No. 1 Record Drawings – 1987 · Plant No. 1 Hydraulic Map · P1-126 Concept Report · PS19-02 Circular Primary Clarifier Replacement Phasing Study at Plant No. 1 Final Report · SP-173 Appendix H Hydraulic Model Final Report · SP-173 Appendix H Hydraulic Model Reference Files (Example only, not full set) 04-02-2020 P1-126 – Design SOW Page 61 of 61 · PS17-09 Peak Flow Calibration of Plant 1 and Plant 2 - Infoworks Model Final Report · P2-98A Primary Clarifier Cover Drawings · P1-101 East Perimeter Road Pipe Rack Drawings · Single Line Drawings Exhibit 19 - Sample Criticality Data Table Exhibit 20 - Commissioning Procedure Training Exhibit 21 - ORT Procedure Examples Exhibit 22 - Pre-FAT Procedure Examples Exhibit 23 - Sample FAT Procedure Exhibit 24 - Sample RAT Procedure Exhibit 25 - Project J-47 Cable Tray Improvements Preliminary Design Report for Plant No. 1 Exhibit 26 – Not Used Exhibit 27 - Cable Conduit and Tray Schedule Database BT:AB:sa 3/29/2022 1 Primary Sedimentation Basins No. 3‐5 Replacement at Plant No. 1 Project No. P1‐126 Presented by: Don Cutler Engineering Supervisor Operations Committee April 6, 2022 Consultant Award 2 What is Primary Sedimentation? Primary Sedimentation 1 2 Raw Sewage 3/29/2022 2 3 Project Overview Boardroom Rectangular Basins Primary Treatment Odor Control Circular Basins Project No. P1‐126 4 •Circular basins are in very poor condition •60+ years old What is the Problem? 3 4 3/29/2022 3 5 What is the Problem? 6 Proposed Solution Replace Odor Control Replace Circular Basins 1 2 Demolish Clarifiers 1 and 2 4 Remove Primary Effluent Pump Station 5 Replace/Rehab Pipes and Boxes 3 Secondary Treatment 5 6 3/29/2022 4 7 Construction Cost Increase •Construction estimate increased •$75M (Original) $119M (Updated) 2017 Concept Report $67M 2021 Add Odor Control $75M 2022 PDSA RFP Consultants Indicate Construction Estimate Low 2022 OC San Reviews and Validates New Estimate $119M 8 Proposed Budget Proposed Budget* $183 Million Construction $119 Million Non‐construction cost $ 64 Million * To be requested as part of the FY 22‐23 and 23‐24 Budget Current Budget $127 Million 7 8 -----, 3/29/2022 5 9 •Three proposals received •Interviews conducted with top two firms •Black & Veatch selected Selection Process 10 •Project management hours adjusted to allocate less to senior level staff •Meeting and workshop assumptions coordinated to reduce overall effort •Various minor additions to scope Negotiations Original Proposal Negotiated Total Hours 69,996 70,451 Total Fee $15,404,103 $14,163,000 9 10 3/29/2022 6 11 Recommend to the Board of Directors to: A. Approve a Professional Design Services Agreement with Black & Veatch to provide engineering services for Primary Sedimentation Basins No. 3‐5 Replacement at Plant No. 1, Project No. P1‐126, for an amount not to exceed $14,163,000; and B. Approve a contingency of $1,416,300 (10%). Recommendation Questions ? 12 11 12 OPERATIONS COMMITTEE Agenda Report Administration Building 10844 Ellis Avenue Fountain Valley, CA 92708 (714) 593-7433 File #:2021-1970 Agenda Date:4/6/2022 Agenda Item No:5. FROM:James D. Herberg, General Manager Originator: Kathy Millea, Director of Engineering SUBJECT: SANTA ANA TRUNK SEWER REHABILITATION, PROJECT NO. 1-23 GENERAL MANAGER'S RECOMMENDATION RECOMMENDATION: Recommend to the Board of Directors to: A. Approve a Professional Design Services Agreement with Stantec Consulting Services, Inc. to provide engineering services for Santa Ana Trunk Sewer Rehabilitation, Project No. 1-23, for an amount not to exceed $3,880,000; and B. Approve a contingency of $388,000 (10%). BACKGROUND The Santa Ana Trunk, which carries sewage from the southern portion of Santa Ana and the northern portion of Costa Mesa to Orange County Sanitation District (OC San) Plant No. 1, was originally constructed in the early 1950s. Several projects have replaced or rehabilitated small portions of the pipe and rehabilitated the majority of the manholes in the past 60 years. The project area for the Santa Ana Trunk Sewer Rehabilitation is located in Alton Avenue heading west from Bristol Street then diagonally through easements in a light industrial/commercial area toward Plant No. 1. The Santa Ana Trunk sewer is constructed of unlined 42-inch and 48-inch diameter reinforced concrete pipe. RELEVANT STANDARDS ·California Government Code §4526: Select the “best qualified firm” and “negotiate fair and equitable fees” ·Protect OC San assets ·Commitment to safety & reducing risk in all operations PROBLEM Closed circuit television inspections and corrosion assessments revealed severe defects, including exposed aggregate, exposed reinforcement steel and infiltration in the pipelines, as well as exposed aggregate and liner detachment in some manhole structures. Orange County Sanitation District Printed on 3/29/2022Page 1 of 4 powered by Legistar™ OC6SAN ORANGE COUNTY SANITATION DISTRICT File #:2021-1970 Agenda Date:4/6/2022 Agenda Item No:5. PROPOSED SOLUTION Award a Professional Design Services Agreement for Project No.1-23 to rehabilitate the corroded sewer pipelines and manholes for the Santa Ana Trunk Sewer north of Interstate 405.The design will rehabilitate approximately 15,000 feet of sewers and associated manholes.Construction of the project is expected to require significant bypass pumping,which requires careful design and coordination with neighbors and businesses to minimize public impacts. TIMING CONCERNS The schedule driver for this project is to resolve the current deficiencies to reduce the risk of pipeline failure. RAMIFICATIONS OF NOT TAKING ACTION Without this project, the pipeline is at risk of failure, which would cause a major sewage spill. PRIOR COMMITTEE/BOARD ACTIONS N/A ADDITIONAL INFORMATION Consultant Selection: OC San requested and advertised for proposals for Santa Ana Trunk Sewer Rehabilitation,Project No.1-23,on October 14,2021.The following evaluation criteria were described in the Request for Proposals and used to determine the most qualified Consultant. CRITERION WEIGHT Project Understanding and Approach 40% Related Project Experience 35% Project Team and Staff Qualifications 25% Four proposals were received on December 14,2021 and evaluated in accordance with the evaluation process set forth in OC San’s Purchasing Ordinance by a pre-selected Evaluation Team consisting of OC San staff:CIP Project Manager,Senior Engineer,two Engineering Supervisors,and a Maintenance Supervisor.The Evaluation Team also included one non-voting representative from the Contracts Administration Division. The Evaluation Team scored the proposal on the established criteria as summarized in the table below: Firm Approach (Max 40) Related Experience (Max 35) Team (Max 25) Total Score (Max 100) 1 AECOM Technical Services, Inc. 36 27 21 84 2 Stantec Consulting Services, Inc. 35 29 19 83 3 Atkins North America, Inc.22 20 13 55 4 Carollo Engineers, Inc.23 18 13 54 Orange County Sanitation District Printed on 3/29/2022Page 2 of 4 powered by Legistar™ File #:2021-1970 Agenda Date:4/6/2022 Agenda Item No:5. Firm Approach (Max 40) Related Experience (Max 35) Team (Max 25) Total Score (Max 100) 1 AECOM Technical Services, Inc. 36 27 21 84 2 Stantec Consulting Services, Inc. 35 29 19 83 3 Atkins North America, Inc.22 20 13 55 4 Carollo Engineers, Inc.23 18 13 54 Based on this scoring,two Consultants were shortlisted for interviews on January 12,2022. Following the interview,each member of the Evaluation Team scored the Consultants based on both the proposals and interviews using the evaluation criteria and weighting described above.Based on the scoring shown below,Stantec Consulting Services,Inc.was selected as the most qualified Consultant. Firm Approach (Max 40) Related Experience (Max 35) Team (Max 25) Total Score (Max 100) 1 Stantec Consulting Services, Inc. 39 31 22 92 2 AECOM Technical Services, Inc. 34 29 18 81 Stantec Consulting Services,Inc.,the proposer with the highest score,demonstrated a clear understanding of the Scope of Work by highlighting key challenges for each element and providing potential mitigation solutions,has a proven team with great experience on similar projects,and showed an understanding of the decisions that need to be made during Preliminary Design to start Design with a well-defined scope.Their approach to develop a detailed implementation plan and get buy-in from stakeholders in preliminary design mitigates major risks for this project.Therefore,the Evaluation Team determined that Stantec Consulting Services,Inc.is the most qualified firm to complete the Scope of Work. Review of Fee Proposal and Negotiations: Proposals were accompanied by sealed fee proposals.In accordance with the Purchasing Ordinance,the fee proposal of only the highest-ranked firm was opened after approval by the Director of Engineering of the Evaluation Committee’s recommendation. To meet the goals and objectives of the Project,on January 18,2022,the Evaluation Team began negotiations with Stantec Consulting Services,Inc.to clarify the requirements of the Scope of Work, the assumptions used for the estimated level of effort,and the proposed approach to meet the goals and objectives for the project.Negotiations included multiple meetings and emails to verify assumptions and level of effort,resulting in an increase in the level of effort of 18 tasks by approximately $385,000,a decrease in the level of effort of 15 tasks by approximately $173,000,and a net increase of approximately $212,000. During negotiations,the design schedule duration was decreased by three weeks,a total of 28 Orange County Sanitation District Printed on 3/29/2022Page 3 of 4 powered by Legistar™ File #:2021-1970 Agenda Date:4/6/2022 Agenda Item No:5. During negotiations,the design schedule duration was decreased by three weeks,a total of 28 drawings were added,the level of effort for Preliminary Design was increased,field activity and environmental documentation assumptions were refined,and scope was added for air pressure monitoring to aid in the design of air jumpers. The following table summarizes how the estimated level of effort was revised through the negotiations process. Original Fee Proposal Final Fee Proposal Number of Drawings 135 163 Total Hours 15,425 17,211 Total Fee $3,667,767 $3,880,000 The Consultant’s fringe and overhead costs,which factor into the billing rate,have been substantiated.The contract profit is 5.88%,which is based on an established formula based on OC San’s standard design agreements.Staff is requesting a 10 percent contingency to address revisions as the project progress through preliminary and final design. Based on the above,staff has determined that the final negotiated fee is fair and reasonable for the level of effort required for this project and recommends award of the Professional Design Services Agreement to Stantec Consulting Services, Inc. CEQA The project is exempt from CEQA under Class 1,2,and 3 categorical exemptions set forth in California Code of Regulations Sections 15301,15302,and 15303.A Notice of Exemption will be filed with the OC Clerk-Recorder after OC San Board of Directors approval of the Construction Contract. FINANCIAL CONSIDERATIONS This request complies with authority levels of OC San’s Purchasing Ordinance.This item has been budgeted,(Budget Update,Fiscal Year 2021-2022,Appendix A,Page A-7,Santa Ana Trunk Sewer Rehabilitation, Project No. 1-23) and the project budget is sufficient for the recommended action. ATTACHMENT The following attachment(s)may be viewed on-line at the OC San website (www.ocsan.gov)with the complete agenda package: ·Professional Design Services Agreement ·Presentation VP:jw Orange County Sanitation District Printed on 3/29/2022Page 4 of 4 powered by Legistar™ PDSA PROJECT NO. 1-23 Revised 110221 SANTA ANA TRUNK SEWER REHABILITATION Page 1 of 19 PROFESSIONAL DESIGN SERVICES AGREEMENT This PROFESSIONAL DESIGN SERVICES AGREEMENT, (hereinafter referred to as “Agreement”), is made and entered into to be effective the 27th day of April, 2022 by and between the ORANGE COUNTY SANITATION DISTRICT, (hereinafter referred to as "OC SAN"), and STANTEC CONSULTING SERVICES INC., (hereinafter referred to as "CONSULTANT"). WITNESSETH: WHEREAS, OC SAN desires to engage CONSULTANT for Project No. 1-23, Santa Ana Trunk Sewer Rehabilitation; and to provide professional design services for rehabilitation of pipelines (lining) and manholes of a portion of the Santa Ana Trunk Sewer, (Services) and WHEREAS, CONSULTANT is qualified to provide the necessary services in connection with these requirements and has agreed to provide the necessary professional services; and WHEREAS, OC SAN has adopted procedures for the selection of professional design services and has proceeded in accordance with said procedures to select CONSULTANT to perform the Services; and WHEREAS, at its regular meeting on April 27, 2022, the Board of Directors, by Minute Order, accepted the recommendation of Operations Committee pursuant to OC SAN’s Ordinance No. OC SAN-56 to approve this Agreement. NOW, THEREFORE, in consideration of the promises and mutual benefits, which will result to the parties in carrying out the terms of this Agreement, it is mutually agreed as follows: 1. SCOPE OF WORK CONSULTANT agrees to furnish necessary professional and technical services to accomplish those project elements outlined in the Scope of Work attached hereto as Attachment “A", and by this reference made a part of this Agreement. A. The CONSULTANT shall be responsible for the professional quality, technical accuracy, completeness, and coordination of all design, drawings, specifications, and other services furnished by the CONSULTANT under this Agreement, including the work performed by its subconsultants (Subconsultants). Where approval by OC SAN is indicated, it is understood to be conceptual approval only and does not relieve the CONSULTANT of responsibility for complying with all laws, codes, industry standards, and liability for damages caused by errors, omissions, noncompliance with industry standards, and/or negligence on the part of the CONSULTANT or its Subconsultants. B. CONSULTANT is responsible for the quality of work prepared under this Agreement and shall ensure that all work is performed to the standards of best engineering practice for clarity, uniformity, and completeness. CONSULTANT shall respond to all of OC SAN’s questions, comments, suggestions, corrections, and recommendations (i.e., DS1, DS2, DS3, and FDS). All comments shall be PDSA PROJECT NO. 1-23 Revised 110221 SANTA ANA TRUNK SEWER REHABILITATION Page 2 of 19 incorporated into the design prior to the next submittal deadline or addressed, in writing, as to why the comment has not been incorporated. CONSULTANT shall ensure that each submittal is 100% accurate for the level of work submitted (i.e., correct references, terms, capitalization, or equal status, spelling, punctuation, etc.) C. In the event that work is not performed to the satisfaction of OC SAN and does not conform to the requirements of this Agreement or any applicable industry standards, the CONSULTANT shall, without additional compensation, promptly correct or revise any errors or deficiencies in its designs, drawings, specifications, or other services within the timeframe specified by the Project Engineer/Project Manager. OC SAN may charge to CONSULTANT all costs, expenses and damages associated with any such corrections or revisions. D. All CAD drawings, figures, and other work shall be produced by CONSULTANTS and Subconsultants using OC SAN CAD Manual. Conversion of CAD work from any other non-standard CAD format to OC SAN format shall not be acceptable in lieu of this requirement. Electronic files shall conform to OC SAN specifications. Any changes to these specifications by the CONSULTANT are subject to review and approval of OC SAN. Electronic files shall be subject to an acceptance period of 30 calendar days during which OC SAN shall perform appropriate reviews and including CAD Manual compliance. CONSULTANT shall correct any discrepancies or errors detected and reported within the acceptance period at no additional cost to OC SAN. E. The CONSULTANT shall ensure that all plans and specifications prepared, or recommended under this Agreement allow for competitive bidding. The CONSULTANT shall design such plans or specifications so that procurement of services, labor or materials are not available from only one source, and shall not design plans and specifications around a single or specific product, piece of major equipment or machinery, a specific patented design or a proprietary process, unless required by principles of sound engineering practice and supported by a written justification that has been approved in writing by OC SAN. The CONSULTANT shall submit this written justification to OC SAN prior to beginning work on such plans and specifications. Whenever the CONSULTANT recommends a specific product or equipment for competitive procurement, such recommendation shall include at least two brand names of products that are capable of meeting the functional requirements applicable to the project. F. All professional services performed by the CONSULTANT, including but not limited to all drafts, data, correspondence, proposals, reports, and estimates compiled or composed by the CONSULTANT, pursuant to this Agreement, are for the sole use of OC SAN, its agents and employees. Neither the documents nor their contents shall be released to any third party without the prior written consent of OC SAN. This provision does not apply to information that (a) was publicly known, or otherwise known to the CONSULTANT, at the time that it was disclosed to the CONSULTANT by OC SAN, (b) subsequently becomes publicly known to the CONSULTANT other than through disclosure by OC SAN. PDSA PROJECT NO. 1-23 Revised 110221 SANTA ANA TRUNK SEWER REHABILITATION Page 3 of 19 2. COMPENSATION Total compensation shall be paid to CONSULTANT for the Services in accordance with the following provisions: A. Total Compensation Total compensation shall be in an amount not to exceed Three Million Eight Hundred Eighty Thousand Dollars ($3,880,000). Total compensation to CONSULTANT including burdened labor (salaries plus benefits), overhead, profit, direct costs, and Subconsultant(s) fees and costs shall not exceed the sum set forth in Attachment “E” - Fee Proposal. B. Labor As a portion of the total compensation to be paid to CONSULTANT, OC SAN shall pay to CONSULTANT a sum equal to the burdened salaries (salaries plus benefits) actually paid by CONSULTANT charged on an hourly-rate basis to this project and paid to the personnel of CONSULTANT. Upon request of OC SAN, CONSULTANT shall provide OC SAN with certified payroll records of all employees’ work that is charged to this project. C. Overhead As a portion of the total compensation to be paid to CONSULTANT, OC SAN shall compensate CONSULTANT and Subconsultants for overhead at the rate equal to the percentage of burdened labor as specified in Attachment “E” - Fee Proposal. D. Profit Profit for CONSULTANT and Subconsultants shall be a percentage of consulting services fees (Burdened Labor and Overhead). When the consulting or subconsulting services amount is $250,000 or less, the maximum Profit shall be 10%. Between $250,000 and $2,500,000, the maximum Profit shall be limited by a straight declining percentage between 10% and 5%. For consulting or subconsulting services fees with a value greater than $2,500,000, the maximum Profit shall be 5%. Addenda shall be governed by the same maximum Profit percentage after adding consulting services fees. As a portion of the total compensation to be paid to CONSULTANT and Subconsultants, OC SAN shall pay profit for all services rendered by CONSULTANT and Subconsultants for this project according to Attachment “E” - Fee Proposal. E. Subconsultants For any Subconsultant whose fees for services are greater than or equal to $100,000 (excluding out-of-pocket costs), CONSULTANT shall pay to Subconsultant total compensation in accordance with the Subconsultant amount PDSA PROJECT NO. 1-23 Revised 110221 SANTA ANA TRUNK SEWER REHABILITATION Page 4 of 19 specified in Attachment “E” - Fee Proposal. For any Subconsultant whose fees for services are less than $100,000, CONSULTANT may pay to Subconsultant total compensation on an hourly-rate basis per the attached hourly rate Schedule and as specified in the Scope of Work. OC SAN shall pay to CONSULTANT the actual costs of Subconsultant fees and charges in an amount not to exceed the sum set forth in Attachment “E” - Fee Proposal. F. Direct Costs OC SAN shall pay to CONSULTANT and Subconsultants the actual costs of permits and associated fees, travel and licenses for an amount not to exceed the sum set forth in Attachment “E” - Fee Proposal. OC SAN shall also pay to CONSULTANT actual costs for equipment rentals, leases or purchases with prior approval of OC SAN. Upon request, CONSULTANT shall provide to OC SAN receipts and other documentary records to support CONSULTANT’s request for reimbursement of these amounts, see Attachment “D” - Allowable Direct Costs. All incidental expenses shall be included in overhead pursuant to Section 2 - COMPENSATION above. G. Other Direct Costs Other Direct Costs incurred by CONSULTANT and its Contractor due to modifications to the Scope of Work resulting from field investigations and field work required by the Agreement. These items may include special equipment, test equipment and tooling and other materials and services not previously identified. Refer to attachment “D” Allowable Direct Costs for payment information. H. Reimbursable Direct Costs OC SAN will reimburse the CONSULTANT for reasonable travel and business expenses as described in this section and further described in Attachment “D” - Allowable Direct Costs to this Agreement. The reimbursement of the above- mentioned expenses will be based on an “accountable plan” as considered by Internal Revenue Service (IRS). The plan includes a combination of reimbursements based upon receipts and a “per diem” component approved by IRS. The most recent schedule of the per diem rates utilized by OC SAN can be found on the U.S. General Service Administration website at http://www.gsa.gov/portal/category/104711#. The CONSULTANT shall be responsible for the most economical and practical means of management of reimbursable costs inclusive but not limited to travel, lodging and meals arrangements. OC SAN shall apply the most economic and practical method of reimbursement which may include reimbursements based upon receipts and/or “per diem” as deemed the most practical. CONSULTANT shall be responsible for returning to OC SAN any excess reimbursements after the reimbursement has been paid by OC SAN. PDSA PROJECT NO. 1-23 Revised 110221 SANTA ANA TRUNK SEWER REHABILITATION Page 5 of 19 Travel and travel arrangements – Any travel involving airfare, overnight stays or multiple day attendance must be approved by OC SAN in advance. Local Travel is considered travel by the CONSULTANT within OC SAN general geographical area which includes Orange, Los Angeles, Ventura, San Bernardino, Riverside, San Diego, Imperial, and Kern Counties. Automobile mileage is reimbursable if CONSULTANT is required to utilize personal vehicle for local travel. Lodging – Overnight stays will not be approved by OC SAN for local travel. However, under certain circumstances overnight stay may be allowed at the discretion of OC SAN based on reasonableness of meeting schedules and the amount of time required for travel by the CONSULTANT. Such determination will be made on a case-by-case basis and at the discretion of OC SAN. Travel Meals – Per-diem rates as approved by IRS shall be utilized for travel meals reimbursements. Per diem rates shall be applied to meals that are appropriate for travel times. Receipts are not required for the approved meals. Additional details related to the reimbursement of the allowable direct costs are provided in the Attachment “D” - Allowable Direct Costs of this Agreement. I. Limitation of Costs If, at any time, CONSULTANT estimates the cost of performing the services described in CONSULTANT’s Proposal will exceed seventy-five percent (75%) of the not-to-exceed amount of the Agreement, including approved additional compensation, CONSULTANT shall notify OC SAN immediately, and in writing. This written notice shall indicate the additional amount necessary to complete the services. Any cost incurred in excess of the approved not-to-exceed amount, without the express written consent of OC SAN’s authorized representative shall be at CONSULTANT’s own risk. This written notice shall be provided separately from, and in addition to any notification requirements contained in the CONSULTANT’s invoice and monthly progress report. Failure to notify OC SAN that the services cannot be completed within the authorized not-to-exceed amount is a material breach of this Agreement. 3. REALLOCATION OF TOTAL COMPENSATION OC SAN, by its Director of Engineering, shall have the right to approve a reallocation of the incremental amounts constituting the total compensation, provided that the total compensation is not increased. 4. PAYMENT A. Monthly Invoice: CONSULTANT shall include in its monthly invoice, a detailed breakdown of costs associated with the performance of any corrections or revisions of the work for that invoicing period. CONSULTANT shall allocate costs in the same manner as it would for payment requests as described in this Section PDSA PROJECT NO. 1-23 Revised 110221 SANTA ANA TRUNK SEWER REHABILITATION Page 6 of 19 of the Agreement. CONSULTANT shall warrant and certify the accuracy of these costs and understand that submitted costs are subject to Section 11 - AUDIT PROVISIONS. B. CONSULTANT may submit monthly or periodic statements requesting payment for those items included in Section 2 - COMPENSATION hereof in the format as required by OC SAN. Such requests shall be based upon the amount and value of the work and services performed by CONSULTANT under this Agreement and shall be prepared by CONSULTANT and accompanied by such supporting data, including a detailed breakdown of all costs incurred and project element work performed during the period covered by the statement, as may be required by OC SAN. Upon approval of such payment request by OC SAN, payment shall be made to CONSULTANT as soon as practicable of one hundred percent (100%) of the invoiced amount on a per-project-element basis. If OC SAN determines that the work under this Agreement or any specified project element hereunder, is incomplete and that the amount of payment is in excess of: i. The amount considered by OC SAN’s Director of Engineering to be adequate for the protection of OC SAN; or ii. The percentage of the work accomplished for each project element. He may, at his discretion, retain an amount equal to that which ensures that the total amount paid to that date does not exceed the percentage of the completed work for each project element or the project in its entirety. C. CONSULTANT may submit periodic payment requests for each 30-day period of this Agreement for the profit as set forth in Section 2 - COMPENSATION above. Said profit payment request shall be proportionate to the work actually accomplished to date on a per-project-element basis. In the event OC SAN's Director of Engineering determines that no satisfactory progress has been made since the prior payment, or in the event of a delay in the work progress for any reason, OC SAN shall have the right to withhold any scheduled proportionate profit payment. D. Upon satisfactory completion by CONSULTANT of the work called for under the terms of this Agreement, and upon acceptance of such work by OC SAN, CONSULTANT will be paid the unpaid balance of any money due for such work, including any retained percentages relating to this portion of the work. E. Upon satisfactory completion of the work performed hereunder and prior to final payment under this Agreement for such work, or prior settlement upon termination of this Agreement, and as a condition precedent thereto, CONSULTANT shall execute and deliver to OC SAN a release of all claims PDSA PROJECT NO. 1-23 Revised 110221 SANTA ANA TRUNK SEWER REHABILITATION Page 7 of 19 against OC SAN arising under or by virtue of this Agreement other than such claims, if any, as may be specifically exempted by CONSULTANT from the operation of the release in stated amounts to be set forth therein. F. Pursuant to the California False Claims Act (Government Code Sections 12650- 12655), any CONSULTANT that knowingly submits a false claim to OC SAN for compensation under the terms of this Agreement may be held liable for treble damages and up to a ten thousand dollars ($10,000) civil penalty for each false claim submitted. This Section shall also be binding on all Subconsultants. A CONSULTANT or Subconsultant shall be deemed to have submitted a false claim when the CONSULTANT or Subconsultant: a) knowingly presents or causes to be presented to an officer or employee of OC SAN a false claim or request for payment or approval; b) knowingly makes, uses, or causes to be made or used a false record or statement to get a false claim paid or approved by OC SAN; c) conspires to defraud OC SAN by getting a false claim allowed or paid by OC SAN; d) knowingly makes, uses, or causes to be made or used a false record or statement to conceal, avoid, or decrease an obligation to OC SAN; or e) is a beneficiary of an inadvertent submission of a false claim to OC SAN, and fails to disclose the false claim to OC SAN within a reasonable time after discovery of the false claim. 5. CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS (DIR) REGISTRATION AND RECORD OF WAGES A. To the extent CONSULTANT’s employees and/or Subconsultants who will perform work during the design and preconstruction phases of a construction contract for which Prevailing Wage Determinations have been issued by the DIR and as more specifically defined under Labor Code Section 1720 et seq, CONSULTANT and Subconsultants shall comply with the registration requirements of Labor Code Section 1725.5. Pursuant to Labor Code Section 1771.4, the work is subject to compliance monitoring and enforcement by the DIR. B. The CONSULTANT and Subconsultants shall maintain accurate payroll records and shall comply with all the provisions of Labor Code Section 1776, and shall submit payroll records to the Labor Commissioner pursuant to Labor Code Section 1771.4(a)(3). Penalties for non-compliance with the requirements of Section 1776 may be deducted from progress payments per Section 1776. C. Pursuant to Labor Code Section 1776, the CONSULTANT and Subconsultants shall furnish a copy of all certified payroll records to OC SAN and/or general public upon request, provided the public request is made through OC SAN, the Division of Apprenticeship Standards or the Division of Labor Enforcement of the Department of Industrial Relations. D. The CONSULTANT and Subconsultants shall comply with the job site notices posting requirements established by the Labor Commissioner per Title 8, California Code of Regulation Section 16461(e). PDSA PROJECT NO. 1-23 Revised 110221 SANTA ANA TRUNK SEWER REHABILITATION Page 8 of 19 6. DOCUMENT OWNERSHIP – SUBSEQUENT CHANGES TO PLANS AND SPECIFICATIONS A. Ownership of Documents for the Services performed. All documents, including but not limited to, original plans, studies, sketches, drawings, computer printouts and disk files, and specifications prepared in connection with or related to the Scope of Work or Services, shall be the property of OC SAN. OC SAN’s ownership of these documents includes use of, reproduction or reuse of and all incidental rights, whether or not the work for which they were prepared has been performed. OC SAN ownership entitlement arises upon payment or any partial payment for work performed and includes ownership of any and all work product completed prior to that payment. This Section shall apply whether the CONSULTANT’s Services are terminated: a) by the completion of the Agreement, or b) in accordance with other provisions of this Agreement. Notwithstanding any other provision of this paragraph or Agreement, the CONSULTANT shall have the right to make copies of all such plans, studies, sketches, drawings, computer printouts and disk files, and specifications. B. CONSULTANT shall not be responsible for damage caused by subsequent changes to or uses of the plans or specifications, where the subsequent changes or uses are not authorized or approved by CONSULTANT, provided that the service rendered by CONSULTANT was not a proximate cause of the damage. 7. INSURANCE A. General i. Insurance shall be issued and underwritten by insurance companies acceptable to OC SAN. ii. Insurers must have an “A-” Policyholder’s Rating, or better, and Financial Rating of at least Class VIII, or better, in accordance with the most current A.M. Best’s Guide Rating. However, OC SAN will accept State Compensation Insurance Fund, for the required policy of Workers’ Compensation Insurance subject to OC SAN’s option to require a change in insurer in the event the State Fund financial rating is decreased below “B”. Further, OC SAN will require CONSULTANT to substitute any insurer whose rating drops below the levels herein specified. Said substitution shall occur within twenty (20) days of written notice to CONSULTANT, by OC SAN or its agent. iii. Coverage shall be in effect prior to the commencement of any work under this Agreement. B. General Liability The CONSULTANT shall maintain during the life of this Agreement, including the period of warranty, commercial general liability insurance written on an occurrence basis providing the following minimum limits of liability coverage: Two PDSA PROJECT NO. 1-23 Revised 110221 SANTA ANA TRUNK SEWER REHABILITATION Page 9 of 19 Million Dollars ($2,000,000) per occurrence with Four Million Dollars ($4,000,000) aggregate. If aggregate limits apply separately to this contract (as evidenced by submission of ISO form CG 25 03 or 25 04), then the aggregate limit may be equivalent to the per occurrence limit. Said insurance shall include coverage for the following hazards: premises-operations, blanket contractual liability (for this Agreement), products liability/completed operations (including any product manufactured or assembled), broad form property damage, blanket contractual liability, independent contractors liability, personal and advertising injury, mobile equipment, owners and contractors protective liability, and cross liability and severability of interest clauses. A statement on an insurance certificate will not be accepted in lieu of the actual additional insured endorsement(s). If requested by OC SAN and applicable, XCU coverage (Explosion, Collapse and Underground) and Riggers/On Hook Liability must be included in the general liability policy and coverage must be reflected on the submitted certificate of insurance. Where permitted by law, CONSULTANT hereby waives all rights of recovery by subrogation because of deductible clauses, inadequacy of limits of any insurance policy, limitations or exclusions of coverage, or any other reason against OC SAN, its or their officers, agents, or employees, and any other consultant, contractor, or subcontractor performing work or rendering services on behalf of OC SAN in connection with the planning, development, and construction of the project. In all its insurance coverages related to the work, CONSULTANT shall include clauses providing that each insurer shall waive all of its rights of recovery by subrogation against OC SAN, its or their officers, agents, or employees, or any other consultant, contractor, or subcontractor performing work or rendering services at the project. Where permitted by law, CONSULTANT shall require similar written express waivers and insurance clauses from each of its Subconsultants of every tier. A waiver of subrogation shall be effective as to any individual or entity, even if such individual or entity (a) would otherwise have a duty of indemnification, contractual or otherwise, (b) did not pay the insurance premium, directly or indirectly, and (c) whether or not such individual or entity has an insurable interest in the property damaged. C. Umbrella Excess Liability The minimum limits of general liability and automobile liability insurance required, as set forth herein, shall be provided for through either a single policy of primary insurance or a combination of policies of primary and umbrella excess coverage. Umbrella excess liability coverage shall be issued with limits of liability which, when combined with the primary insurance, will equal the minimum limits for general liability and automobile liability. D. Automobile/Vehicle Liability Insurance The CONSULTANT shall maintain a policy of automobile liability insurance on a comprehensive form covering all owned, non-owned, and hired automobiles, trucks, and other vehicles providing the following minimum limit of liability coverage: combined single limit of One Million Dollars ($1,000,000). A statement on an insurance certificate will not be accepted in lieu of the actual additional insured endorsement. PDSA PROJECT NO. 1-23 Revised 110221 SANTA ANA TRUNK SEWER REHABILITATION Page 10 of 19 E. Drone Liability Insurance If a drone will be used, drone liability insurance must be maintained by CONSULTANT in the amount of one million dollars ($1,000,000) in form acceptable to OC SAN. F. Workers’ Compensation Insurance The CONSULTANT shall provide such workers’ compensation insurance as required by the Labor Code of the State of California in the amount of the statutory limit, including employer’s liability insurance with a minimum limit of One Million Dollars ($1,000,000) per occurrence. Such workers’ compensation insurance shall be endorsed to provide for a waiver of subrogation in favor of OC SAN. A statement on an insurance certificate will not be accepted in lieu of the actual endorsements unless the insurance carrier is State of California Insurance Fund and the identifier “SCIF” and endorsement numbers 2570 and 2065 are referenced on the certificate of insurance. If an exposure to Jones Act liability may exist, the insurance required herein shall include coverage for Jones Act claims. G. Errors and Omissions/Professional Liability CONSULTANT shall maintain in full force and effect, throughout the term of this Agreement, standard industry form professional negligence errors and omissions insurance coverage in an amount of not less than Two Million Dollars ($2,000,000) with limits in accordance with the provisions of this paragraph. If the policy of insurance is written on a “claims made” basis, said policy shall be continued in full force and effect at all times during the term of this Agreement, and for a period of five (5) years from the date of the completion of the services hereunder. In the event of termination of said policy during this period, CONSULTANT shall obtain continuing insurance coverage for the prior acts or omissions of CONSULTANT during the course of performing services under the term of this Agreement. Said coverage shall be evidenced by either a new policy evidencing no gap in coverage or by separate extended “tail” coverage with the present or new carrier. In the event the present policy of insurance is written on an “occurrence” basis, said policy shall be continued in full force and effect during the term of this Agreement or until completion of the services provided for in this Agreement, whichever is later. In the event of termination of said policy during this period, new coverage shall be obtained for the required period to insure for the prior acts of CONSULTANT during the course of performing services under the term of this Agreement. CONSULTANT shall provide to OC SAN a certificate of insurance in a form acceptable to OC SAN indicating the deductible or self-retention amounts and the expiration date of said policy, and shall provide renewal certificates not less than ten (10) days prior to the expiration of each policy term. PDSA PROJECT NO. 1-23 Revised 110221 SANTA ANA TRUNK SEWER REHABILITATION Page 11 of 19 H. Proof of Coverage The CONSULTANT shall furnish OC SAN with original certificates and amendatory endorsements effecting coverage. Said policies and endorsements shall conform to the requirements herein stated. All certificates and endorsements are to be received and approved by OC SAN before work commences. OC SAN reserves the right to require, at any time, complete, certified copies of all required insurance policies, including endorsements, effecting the coverage required. The following are approved forms that must be submitted as proof of coverage: • Certificate of Insurance ACORD Form 25 or other equivalent certificate of insurance form • Additional Insurance (General Liability) The combination of (ISO Forms) CG 20 10 and CG 20 37 All other additional insured endorsements must be submitted for approval by OC SAN, and OC SAN may reject alternatives that provide different or less coverage to OC SAN. • Additional Insured (Automobile Liability) Submit endorsement provided by carrier for OC SAN approval. • Waiver of Subrogation Submit workers’ compensation waiver of subrogation endorsement provided by carrier for OC SAN approval. • Cancellation Notice No endorsement is required. However, CONSULTANT is responsible for notifying OC SAN of any pending or actual insurance policy cancellation, as described in Article I. Cancellation and Policy Change Notice, below. I. Cancellation and Policy Change Notice The CONSULTANT is required to notify OC SAN in writing of any insurance cancellation notice it receives or other knowledge of pending or actual insurance policy cancellation within two (2) working days of receipt of such notice or acquisition of such knowledge. Additionally, the CONSULTANT is required to notify OC SAN in writing of any change in the terms of insurance, including reduction in coverage or increase in deductible/SIR, within two (2) working days of receipt of such notice or knowledge of same. Said notices shall be mailed to OC SAN at: ORANGE COUNTY SANITATION DISTRICT 10844 Ellis Avenue, Fountain Valley, CA 92708 Attention: Contracts, Purchasing & Materials Management Division PDSA PROJECT NO. 1-23 Revised 110221 SANTA ANA TRUNK SEWER REHABILITATION Page 12 of 19 J. Primary Insurance The general and automobile liability policies shall contain a Primary and “Non Contributory” clause. Any other insurance maintained by OC SAN shall be excess and not contributing with the insurance provided by CONSULTANT. K. Separation of Insured The general and automobile liability policies shall contain a “Separation of Insureds” clause. L. Non-Limiting (if applicable) Nothing in this document shall be construed as limiting in any way, nor shall it limit the indemnification provision contained in this Agreement, or the extent to which CONSULTANT may be held responsible for payment of damages to persons or property. M. Deductibles and Self-Insured Retentions Any deductible and/or self-insured retention must be declared to OC SAN on the certificate of insurance. All deductibles and/or self-insured retentions require approval by OC SAN. At the option of OC SAN, either: the insurer shall reduce or eliminate such deductible or self-insured retention as respects OC SAN; or the CONSULTANT shall provide a financial guarantee satisfactory to OC SAN guaranteeing payment of losses and related investigations, claim administration and defense expenses. N. Defense Costs The general and automobile liability policies shall have a provision that defense costs for all insureds and additional insureds are paid in addition to and do not deplete any policy limits. O. Subconsultants The CONSULTANT shall be responsible to establish insurance requirements for any Subconsultant hired by the CONSULTANT. The insurance shall be in amounts and types reasonably sufficient to deal with the risk of loss involving the Subconsultant’s operations and work. P. Limits Are Minimums If the CONSULTANT maintains higher limits than any minimums shown above, then OC SAN requires and shall be entitled to coverage for the higher limits maintained by CONSULTANT. PDSA PROJECT NO. 1-23 Revised 110221 SANTA ANA TRUNK SEWER REHABILITATION Page 13 of 19 8. SCOPE CHANGES In the event of a change in the Scope of Work, requested by OC SAN, the parties hereto shall execute an amendment to this Agreement setting forth with particularity all terms of the new Agreement, including but not limited to any additional CONSULTANT's fees. 9. PROJECT TEAM AND SUBCONSULTANTS CONSULTANT shall provide to OC SAN, prior to execution of this Agreement, the names and full description of all Subconsultants and CONSULTANT’s project team members anticipated to be used on this project by CONSULTANT. CONSULTANT shall include a description of the scope of work to be done by each Subconsultant and each CONSULTANT’s project team member. CONSULTANT shall include the respective compensation amounts for CONSULTANT and each Subconsultant on a per-project-element basis, broken down as indicated in Section 2 - COMPENSATION. There shall be no substitution of the listed Subconsultants and CONSULTANT’s project team members without prior written approval by OC SAN. 10. ENGINEERING REGISTRATION The CONSULTANT’s personnel are comprised of registered engineers and a staff of specialists and draftsmen in each department. The firm itself is not a registered engineer but represents and agrees that wherever in the performance of this Agreement requires the services of a registered engineer, such services hereunder will be performed under the direct supervision of registered engineers. 11. AUDIT PROVISIONS A. OC SAN retains the reasonable right to access, review, examine, and audit, any and all books, records, documents, and any other evidence of procedures and practices that OC SAN determines are necessary to discover and verify that the CONSULTANT is in compliance with all requirements under this Agreement. The CONSULTANT shall include OC SAN’s right as described above, in any and all of their subcontracts, and shall ensure that these rights are binding upon all Subconsultants. B. OC SAN retains the right to examine CONSULTANT’s books, records, documents and any other evidence of procedures and practices that OC SAN determines are necessary to discover and verify all direct and indirect costs, of whatever nature, which are claimed to have been incurred, or anticipated to be incurred or to ensure CONSULTANT’s compliance with all requirements under this Agreement during the term of this Agreement and for a period of three (3) years after its termination. C. CONSULTANT shall maintain complete and accurate records in accordance with generally accepted industry standard practices and OC SAN’s policy. The CONSULTANT shall make available to OC SAN for review and audit, all project related accounting records and documents, and any other financial data within 15 days after receipt of notice from OC SAN. Upon OC SAN’s request, the PDSA PROJECT NO. 1-23 Revised 110221 SANTA ANA TRUNK SEWER REHABILITATION Page 14 of 19 CONSULTANT shall submit exact duplicates of originals of all requested records to OC SAN. If an audit is performed, CONSULTANT shall ensure that a qualified employee of the CONSULTANT will be available to assist OC SAN’s auditor in obtaining all project related accounting records and documents, and any other financial data. 12. LEGAL RELATIONSHIP BETWEEN PARTIES The legal relationship between the parties hereto is that of an independent contractor and nothing herein shall be deemed to make CONSULTANT an employee of OC SAN. 13. NOTICES All notices hereunder and communications regarding the interpretation of the terms of this Agreement, or changes thereto, shall be effected by delivery of said notices in person or by depositing said notices in the U.S. mail, registered or certified mail, return receipt requested, postage prepaid. Notices shall be mailed to OC SAN at: ORANGE COUNTY SANITATION DISTRICT 10844 Ellis Avenue Fountain Valley, CA 92708-7018 Attention: Wai Chan, Contracts Administrator Copy: Victoria Pilko, Project Manager Notices shall be mailed to CONSULTANT at: STANTEC CONSULTING SERVICES, INC. 300 North Lake Avenue, Suite 400 Pasadena, CA 91101 Attention: Venu Kolli, Senior Principal Area Manager All communication regarding the Scope of Work, will be addressed to the Project Manager. Direction from other OC SAN’s staff must be approved in writing by OC SAN’s Project Manager prior to action from the CONSULTANT. 14. TERMINATION OC SAN may terminate this Agreement at any time, without cause, upon giving thirty (30) days written notice to CONSULTANT. In the event of such termination, CONSULTANT shall be entitled to compensation for work performed on a prorated basis through and including the effective date of termination. CONSULTANT shall be permitted to terminate this Agreement upon thirty (30) days written notice only if CONSULTANT is not compensated for billed amounts in accordance with the provisions of this Agreement, when the same are due. Notice of termination shall be mailed to OC SAN and/or CONSULTANT in accordance with Section 13 - NOTICES. PDSA PROJECT NO. 1-23 Revised 110221 SANTA ANA TRUNK SEWER REHABILITATION Page 15 of 19 15. DOCUMENTS AND STUDY MATERIALS The documents and study materials for this project shall become the property of OC SAN upon the termination or completion of the work. CONSULTANT agrees to furnish to OC SAN copies of all memoranda, correspondence, computation and study materials in its files pertaining to the work described in this Agreement, which is requested in writing by OC SAN. 16. COMPLIANCE A. Labor CONSULTANT certifies by the execution of this Agreement that it pays employees not less than the minimum wage as defined by law, and that it does not discriminate in its employment with regard to race, color, religion, sex or national origin; that it is in compliance with all federal, state and local directives and executive orders regarding non-discrimination in employment; and that it agrees to demonstrate positively and aggressively the principle of equal opportunity in employment. B. Air Pollution CONSULTANT and its subconsultants and subcontractors shall comply with all applicable federal, state and local air pollution control laws and regulations. C. Iran Contracting Act CONSULTANT and its subconsultants and subcontractors shall comply with the Iran Contracting Act of 2010 (Public Contract Code sections 2200-2208). 17. AGREEMENT EXECUTION AUTHORIZATION Both OC SAN and CONSULTANT do covenant that each individual executing this document by and on behalf of each party is a person duly authorized to execute agreements for that party. 18. DISPUTE RESOLUTION In the event of a dispute arising between the parties regarding performance or interpretation of this Agreement, the dispute shall be resolved by binding arbitration under the auspices of the Judicial Arbitration and Mediation Service (“JAMS”), or similar organization or entity conducting alternate dispute resolution services. 19. ATTORNEY'S FEES, COSTS AND NECESSARY DISBURSEMENTS If any action at law or in equity or if any proceeding in the form of an Alternative Dispute Resolution (ADR) is necessary to enforce or interpret the terms of this Agreement, the prevailing party shall be entitled to reasonable attorney's fees, costs and necessary disbursements in addition to any other relief to which it may be entitled. PDSA PROJECT NO. 1-23 Revised 110221 SANTA ANA TRUNK SEWER REHABILITATION Page 16 of 19 20. PROGRESS REPORTS Monthly progress reports shall be submitted for review by the tenth day of the following month and must include as a minimum: 1) current activities, 2) future activities, 3) potential items that are not included in the Scope of Work, 4) concerns and possible delays, 5) percentage of completion, and 6) budget status. 21. WARRANTY CONSULTANT shall perform its services in accordance with generally accepted industry and professional standards. If, within the 12-month period following completion of its services, OC SAN informs CONSULTANT that any part of the services fails to meet those standards, CONSULTANT shall, within the time prescribed by OC SAN, take all such actions as are necessary to correct or complete the noted deficiency(ies). 22. INDEMNIFICATION To the fullest extent permitted by law, CONSULTANT shall indemnify, defend (at CONSULTANT’s sole cost and expense and with legal counsel approved by OC SAN, which approval shall not be unreasonably withheld), protect and hold harmless OC SAN and all of OC SAN’s officers, directors, employees, consultants, and agents (collectively the “Indemnified Parties”), from and against any and all claims, damages, liabilities, causes of action, suits, arbitration awards, losses, judgments, fines, penalties, costs and expenses (including, without limitation, attorneys’ fees, disbursements and court costs, and all other professional, expert or CONSULTANT’s fees and costs and OC SAN’s general and administrative expenses; individually, a “Claim”; collectively, “Claims”) which may arise from or are in any manner related, directly or indirectly, to any work performed, or any operations, activities, or services provided by CONSULTANT in carrying out its obligations under this Agreement to the extent of the negligent, recklessness and/or willful misconduct of CONSULTANT, its principals, officers, agents, employees, CONSULTANT’s suppliers, CONSULTANT, Subconsultants, subcontractors, and/or anyone employed directly or indirectly by any of them, regardless of any contributing negligence or strict liability of an Indemnified Party. Notwithstanding the foregoing, nothing herein shall be construed to require CONSULTANT to indemnify the Indemnified Parties from any Claim arising solely from: (A) the active negligence or willful misconduct of the Indemnified Parties; or (B) a natural disaster or other act of God, such as an earthquake; or (C) the independent action of a third party who is neither one of the Indemnified Parties nor the CONSULTANT, nor its principal, officer, agent, employee, nor CONSULTANT’s supplier, CONSULTANT, Subconsultant, subcontractor, nor anyone employed directly or indirectly by any of them. Exceptions (A) through (B) above shall not apply, and CONSULTANT shall, to the fullest extent permitted by law, indemnify the Indemnified Parties, from Claims arising from more than one cause if any such cause taken alone would otherwise result in the obligation to indemnify hereunder. PDSA PROJECT NO. 1-23 Revised 110221 SANTA ANA TRUNK SEWER REHABILITATION Page 17 of 19 CONSULTANT’s liability for indemnification hereunder is in addition to any liability CONSULTANT may have to OC SAN for a breach by CONSULTANT of any of the provisions of this Agreement. Under no circumstances shall the insurance requirements and limits set forth in this Agreement be construed to limit CONSULTANT’s indemnification obligation or other liability hereunder. The terms of this Agreement are contractual and the result of negotiation between the parties hereto. Accordingly, any rule of construction of contracts (including, without limitation, California Civil Code Section 1654) that ambiguities are to be construed against the drafting party, shall not be employed in the interpretation of this Agreement. 23. DUTY TO DEFEND The duty to defend hereunder is wholly independent of and separate from the duty to indemnify and such duty to defend shall exist regardless of any ultimate liability of CONSULTANT and shall be consistent with Civil Code Section 2782.8. Such defense obligation shall arise immediately upon presentation of a Claim by any person if, without regard to the merit of the Claim, such Claim could potentially result in an obligation to indemnify one or more Indemnified Parties, and upon written notice of such Claim being provided to CONSULTANT. Payment to CONSULTANT by any Indemnified Party or the payment or advance of defense costs by any Indemnified Party shall not be a condition precedent to enforcing such Indemnified Party’s rights to indemnification hereunder. In the event a final judgment, arbitration, award, order, settlement, or other final resolution expressly determines that the claim did not arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the CONSULTANT, to any extent, then OC SAN will reimburse CONSULTANT for the reasonable costs of defending the Indemnified Parties against such claims. CONSULTANT’s indemnification obligation hereunder shall survive the expiration or earlier termination of this Agreement until such time as action against the Indemnified Parties for such matter indemnified hereunder is fully and finally barred by the applicable statute of limitations. 24. CONSULTANT PERFORMANCE The CONSULTANT’s performance shall be evaluated by OC SAN. A copy of the evaluation shall be sent to the CONSULTANT for comment. The evaluation, together with the comments, shall be retained by OC SAN and may be considered in future CONSULTANT selection processes. 25. COMPLIANCE WITH OC SAN POLICIES AND PROCEDURES CONSULTANT shall comply with all OC SAN policies and procedures including the Contractor Safety Standards, as applicable, all of which may be amended from time to time. 26. CLOSEOUT When OC SAN determines that all work authorized under the Agreement is fully complete and that OC SAN requires no further work from CONSULTANT, or the Agreement is otherwise terminated or expires in accordance with the terms of the PDSA PROJECT NO. 1-23 Revised 110221 SANTA ANA TRUNK SEWER REHABILITATION Page 18 of 19 Agreement, OC SAN shall give the Consultant written notice that the Agreement will be closed out. CONSULTANT shall submit all outstanding billings, work submittals, deliverables, reports or similarly related documents as required under the Agreement within thirty (30) days of receipt of notice of Agreement closeout. Upon receipt of CONSULTANT’s submittals, OC SAN shall commence a closeout audit of the Agreement and will either: i. Give the CONSULTANT a final Agreement Acceptance: or ii. Advise the CONSULTANT in writing of any outstanding item or items which must be furnished, completed, or corrected at the CONSULTANT’s cost. CONSULTANT shall be required to provide adequate resources to fully support any administrative closeout efforts identified in this Agreement. Such support must be provided within the timeframe requested by OC SAN. Notwithstanding the final Agreement Acceptance the CONSULTANT will not be relieved of its obligations hereunder, nor will the CONSULTANT be relieved of its obligations to complete any portions of the work, the non-completion of which were not disclosed to OC SAN (regardless of whether such nondisclosures were fraudulent, negligent, or otherwise); and the CONSULTANT shall remain obligated under all those provisions of the Agreement which expressly or by their nature extend beyond and survive final Agreement Acceptance. Any failure by OC SAN to reject the work or to reject the CONSULTANT’s request for final Agreement Acceptance as set forth above shall not be deemed to be acceptance of the work by OC SAN for any purpose nor imply acceptance of, or agreement with, the CONSULTANT’s request for final Agreement Acceptance. 27. ENTIRE AGREEMENT This Agreement constitutes the entire understanding and agreement between the Parties and supersedes all previous negotiations between them pertaining to the subject matter thereof. [THIS SECTION INTENTIONALLY LEFT BLANK] PDSA PROJECT NO. 1-23 Revised 110221 SANTA ANA TRUNK SEWER REHABILITATION Page 19 of 19 IN WITNESS WHEREOF, this Agreement has been executed in the name of OC SAN and CONSULTANT by their respective duly authorized officers as of the day and year first written above. STANTEC CONSULTING SERVICES INC. By _______________________________ _________________ Date __________________________________________________ Printed Name & Title ORANGE COUNTY SANITATION DISTRICT By _______________________________ _________________ John B. Withers Date Board Chairman By _______________________________ _________________ Kelly A. Lore Date Clerk of the Board By _______________________________ _________________ Ruth Zintzun Date Purchasing & Contracts Manager Attachments: Attachment “A” – Scope of Work Attachment “B” – Labor Hour Matrix Attachment “C” – Not Attached Attachment “D” – Allowable Direct Costs Attachment “E” – Fee Proposal Attachment “F” – Not Used Attachment “G” – Not Attached Attachment “H” – Not Used Attachment “I” – Cost Matrix and Summary Attachment “J” – Not Attached Attachment “K” – Minor Subconsultant Hourly Rate Schedule Attachment “L” – Contractor Safety Standards Attachment “M” – Iran Contracting Act Verification WC:MS ATTACHMENT “A” SCOPE OF WORK 02-11-2022 Project No. 1-23 – Design SOW Page 1 of 52 SANTA ANA TRUNK SEWER REHABILITATION, PROJECT NO. 1-23 PROFESSIONAL DESIGN SERVICES AGREEMENT ATTACHMENT A - SCOPE OF WORK 02-11-2022 Project No. 1-23 – Design SOW Page 2 of 52 TABLE OF CONTENTS 1. PROJECT REQUIREMENTS ................................................................................................................ 5 SUMMARY...................................................................................................................... 5 1.0.1 Professional Design Engineering Services ............................................................ 5 1.0.2 Professional Licensing requirements ..................................................................... 5 BACKGROUND .............................................................................................................. 5 GENERAL PROJECT DESCRIPTION ....................................................................... 5 PROJECT EXECUTION PHASES............................................................................... 6 DESCRIPTION OF PROJECT ELEMENTS .............................................................. 6 1.4.1 Project Element 1 – Rehabilitation of the Santa Ana Trunk Sewer ...................... 6 1.4.2 Project Element 2 – Air Jumpers ........................................................................... 6 1.4.3 Project Element 3 – Rehabilitation of Santa Ana Trunk Manholes ...................... 7 1.4.4 Project Element 4 – Manhole Improvements ........................................................ 8 1.4.5 Temporary Facilities During Construction ............................................................ 9 1.4.6 Coordination with Other Projects ........................................................................ 10 DESIGN CONSIDERATIONS .................................................................................... 10 1.5.1 Technology and configuration choices ................................................................ 10 1.5.2 Design Decisions ................................................................................................. 11 1.5.3 Design Selection Criteria..................................................................................... 11 1.5.4 Project Element Description Revisions ............................................................... 11 1.5.5 Cost Model .......................................................................................................... 11 PROJECT SCHEDULE ............................................................................................... 11 1.6.1 General ................................................................................................................ 11 2. PHASE 2 – PRELIMINARY DESIGN .................................................................................................. 13 Preliminary Design Execution ...................................................................................... 13 2.0.1 Preliminary Design Decision Plan (PDDP) ......................................................... 13 Predesign Evalution Studies (NOT USED) ................................................................. 13 Preliminary Design Production .................................................................................... 13 2.2.1 General ................................................................................................................ 13 2.2.2 Design Memos ..................................................................................................... 13 2.2.3 Preliminary Design Drawings ............................................................................. 16 2.2.4 Preliminary Design Report (PDR) Production, Contents and Organization ....... 16 2.2.5 Preliminary Design Cost Estimate ...................................................................... 17 Preliminary Design Activities ....................................................................................... 17 2.3.1 Easements, Property Boundaries and Work Area Limits .................................... 17 2.3.2 Topographic Survey ............................................................................................ 18 2.3.3 Geotechnical Investigation .................................................................................. 19 2.3.4 Utility Investigation ............................................................................................. 20 2.3.5 Public Relations ................................................................................................... 25 2.3.6 Specialty Service ................................................................................................. 27 2.3.7 Value Engineering Assistance (Not used) ........................................................... 28 2.3.8 Environmental Documentation ............................................................................ 28 2.3.9 Permitting Assistance .......................................................................................... 28 2.3.10 Project Management ............................................................................................ 30 2.3.11 Risk Management ................................................................................................ 31 2.3.12 Quality Control .................................................................................................... 31 PDR Workshops and Meetings .................................................................................... 31 2.4.1 General ................................................................................................................ 31 1.0 1.1 1.2 1.3 1.4 1.5 1.6 2.0 2.1 2.2 2.3 2.4 02-11-2022 Project No. 1-23 – Design SOW Page 3 of 52 2.4.2 PDR Production Workshops ............................................................................... 31 2.4.3 PDR Review Workshops ..................................................................................... 32 2.4.4 PDR Constructability Workshop ......................................................................... 32 2.4.5 Technical Progress Meetings............................................................................... 33 2.4.6 Focused Meetings ................................................................................................ 33 2.4.7 Coordination with Other Projects Meetings ........................................................ 34 2.4.8 Stormwater Compliance Meeting ........................................................................ 34 3. PHASE 3 – DESIGN ............................................................................................................................ 34 Bid Documents ............................................................................................................... 34 3.0.1 General ................................................................................................................ 34 3.0.2 Engineering Design Guideline Updates .............................................................. 34 3.0.3 General Requirements and Additional General Requirements ............................ 35 3.0.4 Design submittals ................................................................................................ 35 3.0.5 Construction Submittal Items List ....................................................................... 36 3.0.6 Temporary Facilities During Contruction ........................................................... 36 Design Support Documentation ................................................................................... 36 3.1.1 Design Submittal Support Documentation .......................................................... 36 3.1.2 Construction Cost Estimate ................................................................................. 37 3.1.3 Construction Schedule ......................................................................................... 37 3.1.4 Procurement Alternatives .................................................................................... 37 Design Activities ............................................................................................................ 37 3.2.1 Easements, Property Boundaries and Work Area Limits .................................... 38 3.2.2 Topographic Survey ............................................................................................ 38 3.2.3 Utility Investigation ............................................................................................. 38 3.2.4 Noise Evaluation Services ................................................................................... 38 3.2.5 Traffic Control Services ...................................................................................... 39 3.2.6 Public Relations ................................................................................................... 39 3.2.7 Specialty Service ................................................................................................. 39 3.2.8 Environmental Documentation ............................................................................ 39 3.2.9 Permitting assistance ........................................................................................... 39 3.2.10 Project Management ............................................................................................ 39 3.2.11 Risk Management ................................................................................................ 39 3.2.12 Quality Control .................................................................................................... 40 Design Workshops and Meetings ................................................................................. 40 3.3.1 General ................................................................................................................ 40 3.3.2 Design Phase Workshops .................................................................................... 40 3.3.3 Pre-DS2 Constructability Workshop ................................................................... 40 3.3.4 Design Phase Meetings ....................................................................................... 42 3.3.5 Consultant Office Technical Meetings (COTMs) ............................................... 43 3.3.6 Coordination with Other Projects Meetings ........................................................ 43 3.3.7 Safety and Risk Meeting ..................................................................................... 44 3.3.8 Construction Submittal Items List Meeting ........................................................ 44 3.3.9 Stormwater Compliance Meeting ........................................................................ 44 Bid Phase Support Services .......................................................................................... 44 3.4.1 Bid Phase Support Services ................................................................................. 44 3.4.2 Bid Evaluation Assistance ................................................................................... 44 3.4.3 Conformed Document Preparation ...................................................................... 46 4. PHASE 4 – CONSTRUCTION AND INSTALLATION SERVICES ..................................................... 46 5. PHASE 5 – COMMISSIONING SERVICES ........................................................................................ 46 3.0 3. 1 3.2 3.3 3.4 02-11-2022 Project No. 1-23 – Design SOW Page 4 of 52 6. PHASE 6 – CLOSE OUT .................................................................................................................... 46 7. GENERAL REQUIREMENTS ............................................................................................................. 46 GENERAL ..................................................................................................................... 46 7.0.1 OC SAN Engineering Design Guidelines and Strategic Plan ............................. 46 7.0.2 Project Phases and Tasks ..................................................................................... 47 7.0.3 Construction Sequencing and Constraints ........................................................... 47 7.0.4 Standard Drawings and Typical Details .............................................................. 47 7.0.5 Software .............................................................................................................. 47 7.0.6 Submittal Review using Bluebeam ..................................................................... 48 7.0.7 Word Track Changes ........................................................................................... 48 7.0.8 GIS Submittals .................................................................................................... 48 8. PROJECT-SPECIFIC DEVIATIONS FROM OC SAN DESIGN GUIDELINES (NOT USED) ............ 50 9. STAFF ASSISTANCE ......................................................................................................................... 50 10. EXHIBITS ............................................................................................................................................ 50 7.0 02-11-2022 Project No. 1-23 – Design SOW Page 5 of 52 1. PROJECT REQUIREMENTS SUMMARY 1.0.1 PROFESSIONAL DESIGN ENGINEERING SERVICES A. Provide professional design engineering services for the project described herein including the following: 1. Preliminary Design Report 2. Environmental documentation services 3. Permitting assistance 4. Preparation of bid documents 1.0.2 PROFESSIONAL LICENSING REQUIREMENTS All plans and specifications shall be prepared by a professional engineer licensed in the State of California of the associated discipline. BACKGROUND The Santa Ana Trunk from Bristol Street to Plant No. 1 were originally constructed in the 1950s under Project No. 1-1. Some alignment modifications have been made over the years, including a realignment of the I-405 crossing in 1966 under Project No.1-1A, addition of a diversion structure at Raitt Street and Alton Avenue in 1976 under Project No. 1-14, rehabilitation of manholes in 1987 under Project 1-15R and a realignment of the Santa Ana River crossing in 1993 under Project No.1-16 (included with Project No.14-1-1A-2). Most recently, Project No.1-17 was completed in 2016 which rehabilitated seventeen (17) manholes, 1,000 LF of pipeline, and four (4) siphon structures. Project No.1-17 also added a new diversion structure to the Santa Ana Trunk along with a new junction structure to the Sunflower Trunk near Sunflower Avenue/Cadillac Avenue. The majority of the Santa Ana Trunk between Bristol Street and Plant No. 1 consists of 42-inch and 48-inch RCP with a 60-inch RCP segment under Interstate 405; there are also two (2) 48- inch RCP siphons and one (1) triple-barrel 15/24/27-inch VCP siphon. Other than the river, flood channel, and freeway crossings, the Santa Ana Trunk has significant reaches within easement areas as well as segments that both cross and parallel Union Pacific Railroad (UPRR) right of way. Most concrete manhole structures are lined with either PVC or polyurethane but some liners require rehabilitation. Corrosion assessment reports date back to 2001, most recently performed in 2020. Pipeline CCTV inspections date back to 2001 for some segments, with most recent pipeline and manhole CCTV inspections being completed in 2021. The most recent corrosion assessment and CCTV show exposed aggregate and exposed rebar and infiltration in some pipelines. Some manhole structures showed exposed aggregate as well as liner detachment. Inspection and CCTV reports are included in Exhibit 19. GENERAL PROJECT DESCRIPTION This project will rehabilitate the Santa Ana Trunk Sewer north of Interstate 405. This includes rehabilitation of pipelines (lining) and manholes. The project includes rehabilitation of 1.0 1.1 1.2 02-11-2022 Project No. 1-23 – Design SOW Page 6 of 52 approximately 15,000 feet of large diameter sewers along Alton Avenue and easements crossing MacArthur Boulevard, Harbor Boulevard, Scenic Avenue, Hyland Avenue and Sunflower Avenue in the Cities of Santa Ana and Costa Mesa. PROJECT EXECUTION PHASES All OC SAN projects are divided into six phases. CONSULTANT shall provide engineering services for all Project Elements listed in this Scope of Work for the following Phases: Phase 1 – Project Development (Not in this Scope of Work) Phase 2 – Preliminary Design Phase 3 – Design Phase 4 – Construction (Not in this Scope of Work) Phase 5 – Commissioning (Not in this Scope of Work) Phase 6 – Close Out (Not in this Scope of Work) DESCRIPTION OF PROJECT ELEMENTS Detailed descriptions of the Project Elements are presented below. 1.4.1 PROJECT ELEMENT 1 – REHABILITATION OF THE SANTA ANA TRUNK SEWER A. Cured in place pipe (CIPP) approximately 8,700 LF of 48-inch RCP B. CIPP approximately 5,600 LF of 42-inch RCP C. CIPP approximately 300 LF of 15-inch to 27-inch VCP D. Assumptions for Level of Effort 1. For the purpose of estimating the predesign and design phase levels of effort, the CONSULTANT shall make the following assumptions regarding this project element: a. Bypass is required for 30 lining segments. Detailed bypass plans showing the work area for temporary pumping and the routing of the bypass line(s) are required at each location. Upstream bypass of all laterals connecting to manholes is required and shall be shown on the bypass plans. b. Hydraulic modeling is required to determine the bypass flow and recommended diversion settings for each bypass. Hydraulic modeling will be required to determine maximum acceptable liner thicknesses of each segment of pipeline. 1.4.2 PROJECT ELEMENT 2 – AIR JUMPERS A. Install an air jumper at the two siphon locations shown in Figure 1. B. Assumptions for Level of Effort 1. For the purpose of estimating the predesign and design phase levels of effort, the CONSULTANT shall make the following assumptions regarding this project element: a. The location of the air jumpers shall be determined in preliminary design. b. A permit from Orange County Flood District is required for each air jumper. 1.3 1.4 02-11-2022 Project No. 1-23 – Design SOW Page 7 of 52 c. Air Jumper at location 1 is buried above the storm channel. d. Air Jumper at location 2 requires a support structure to cross the channel. e. Air Jumper at location 2 requires permits from the railroad as described in Section 2.3.9. Figure 1 1.4.3 PROJECT ELEMENT 3 – REHABILITATION OF SANTA ANA TRUNK MANHOLES Complete rehabilitation of the seven manholes not rehabilitated in Project No. 1-17. Demolition of one manhole per current OC SAN standards, see Figure 2. Partial rehabilitation of the remaining twenty-four manholes. ocrco D-3 22.5' Air Jumper- Location 1 157+00 158+00 s , Air Jumper- Location 2 02-11-2022 Project No. 1-23 – Design SOW Page 8 of 52 Figure 2 A. Assumptions for Level of Effort 1. For the purpose of estimating the predesign and design phase levels of effort, the CONSULTANT shall make the following assumptions regarding this project element: a. Review CCTV of all thirty-two manholes to determine the recommended rehabilitation/abandonment at each manhole. b. Evaluate rehabilitation technologies, including but not limited to spray-on polyurethane liners, cured in place manhole liners and polymer concrete inserts. Evaluate the life cycle cost and advantages/disadvantages of each technology. c. Provide rehabilitation recommendation for each manhole. The recommendation shall consider all repairs, including concrete repairs, coating of the entire structure, coating of portions of the structure, plastic liner repairs, structural rehabilitation, diversion repairs, and replacement of components such as the cone/flat top, chimney, frame and cover. d. Develop a matrix, including the cost estimate, summarizing the recommended rehabilitation at each manhole. Develop details for all recommendations. The matrix shall be provided with the Draft and Final PDR. 1.4.4 PROJECT ELEMENT 4 – MANHOLE IMPROVEMENTS A. Improve access to three manholes at the railroad easement by installing a 12-foot square concrete pad per Figure 3. 02-11-2022 Project No. 1-23 – Design SOW Page 9 of 52 Figure 3 B. Replace cast iron frame and covers with composites on each side of the two siphons. C. Provide diversion slots in manhole SAN0190-0000 (upstream of triple barrel siphon) to facilitate isolation for tire cleaning. Modify the structure to provide 36-inch composite frame and cover access points to accommodate diversion board installation and line cleaning. D. Add an additional manhole between STA 61+62.49 and STA 75+90.92 to facilitate lining and future cleaning. E. Assumptions for Level of Effort 1. For the purpose of estimating the predesign and design phase levels of effort, the CONSULTANT shall make the following assumptions regarding this project element: a. The exact location of the new manhole shall be determined based on the construction implementation plan. b. The manholes in Figure 3 are next to an abandoned railroad track. OC SAN will assist with access to the site for field investigation and survey. 1.4.5 TEMPORARY FACILITIES DURING CONSTRUCTION A. In certain cases, construction sequencing constraints may require the contractor to construct a temporary facility to be used during a certain portion of the construction period. CONSULTANT shall identify in what instances such facilities are required or reasonably warranted and present those instances with implementation plans and construction sequencing constraints to OC SAN for consideration. When such facilities are found to be either required or reasonably warranted, CONSULTANT shall provide sufficiently detailed drawings and specifications to be included in the Bid Documents that bidders understand what is required to provide and potentially operate the temporary facilities and that the reliability and performance of the facilities will meet OC SAN’s needs and reasonably mitigate construction risks. Examples of potential facilities include: 1. Bypass Pumping and temporary bypass piping. 2. Temporary odor control facilities. 3. Temporary noise abatement. 02-11-2022 Project No. 1-23 – Design SOW Page 10 of 52 B. CONSULTANT shall include design measures for the temporary handling of flows to be implemented by the Contractor during construction considering OC SAN’s goal of zero sewage spills. C. If existing facilities such as valves, gates, stop logs, etc. are being used for diversions, include a plan for testing those facilities during Phase 3 – Design, to verify that they will function adequately for the purpose. If testing cannot be performed, CONSULTANT shall identify the risks associated with using the facility for bypassing, along with contingency plans and mitigation measures to be implemented if they are found not function adequately during construction. 1.4.6 COORDINATION WITH OTHER PROJECTS A. The following projects may impact or require coordination with this project: 1. 1-24, Greenville Trunk Improvements. This project will upsize the Greenville Trunk sewer to increase capacity. This will include installation of pipelines, replacement of manholes and rehabilitation of manholes. The project includes improvements of up to 16,000 feet of sewer along Sullivan Street, Edinger Ave, and Greenville Street in the City of Santa Ana. The project will connect to the Santa Ana Trunk on Alton Avenue and Greenville Street. This project is currently scheduled to start design in 2024. 2. FE19-04, Sunflower Pump Replacement at Plant No. 1. This project will replace the sunflower pumps at Plant No. 1. All diversions to the Sunflower Trunk shall be coordinated with FE19-04 to ensure adequate pumping capacity for diversion. Construction is currently scheduled to start late 2021 and be completed in 2024. 3. P1-105, Headworks Rehabilitation at Plant 1. This project will replace the headworks at plant No. 1 and includes bypass pumping around the metering and diversion structure where the Santa Ana Trunk and other trunks enter Plant No. 1. Construction activities, including diversions shall be coordinated. This project is currently in construction, construction is scheduled to be completed in 2028. 4. One Metro West. The proposed mixed-use One Metro West Project consists of the development of 15.23 acres located at 1683 Sunflower Avenue which includes: residential with up to 1,057 rental dwelling units, 6,000 square feet of specialty retail, 25,000 square feet of creative office, and recreational uses. The One Metro West Phased Project Construction Analysis dated February 2, 2021, identifies construction from 2022-2027. DESIGN CONSIDERATIONS The following design considerations shall be carried from Preliminary Design through Final Design. 1.5.1 TECHNOLOGY AND CONFIGURATION CHOICES The project elements in this facility shall be achieved using proven technologies. Alternative means of accomplishing the project elements must be reviewed and accepted by OC SAN prior to detailed evaluation. All alternative technologies proposed should be currently operating in other collections facilities of similar capacity. 1.5 02-11-2022 Project No. 1-23 – Design SOW Page 11 of 52 1.5.2 DESIGN DECISIONS Design decisions shall be agreed upon by OC SAN prior to any work being performed by the CONSULTANT in preliminary and detailed design. All design decisions shall be documented. 1.5.3 DESIGN SELECTION CRITERIA A. Design selection shall consider construction, lifecycle, operation, and maintenance costs as well as overall quality. When design recommendations are presented to OC SAN, the design selection criteria shall be clearly identified with the recommendation. B. The cost estimate shall consist of a 20-year life cycle cost analysis for the options proposed, including costs for engineering, construction, start-up, and operational and maintenance, and future rehabilitation and replacement. C. The construction cost estimate shall be as described in Engineering Design Guidelines Section 01.4.6 included as Exhibit 17 - OC SAN Engineering Design Guidelines and Standards – Available online at https://www.ocsd.com/about-us/transparency/document-central/-folder-917. Life cycle cost analysis is described in Section 01.2.19 of the Guidelines. 1.5.4 PROJECT ELEMENT DESCRIPTION REVISIONS CONSULTANT shall review and revise the Project Element Descriptions using track changes at the end of Preliminary Design and at each design submittal. Changes shall be submitted to OC SAN for review. 1.5.5 COST MODEL A. CONSULTANT shall prepare the cost model to be used to demonstrate the true cost of major project decisions. With each major project decision, the CONSULTANT shall review and update the cost model. The cost model shall be a living document between the CONSULTANT and OC San to ensure that all changes are being acknowledged in the overall project cost. B. The cost model shall show the implications of the decisions on the life cycle costs and shall be used in the decision-making process. After decisions are made, the updated construction costs, and life cycle costs, shall be submitted for project records. C. The cost model shall be used to track project changes through final design. D. The construction cost estimate shall be as described in Engineering Design Guidelines Section 01.4.6 included as Exhibit 17 - OC SAN Engineering Design Guidelines and Standards – Available online at https://www.ocsd.com/about-us/transparency/document-central/-folder-917. PROJECT SCHEDULE 1.6.1 GENERAL A. The table below lists the time frames associated with each major project deliverable and with OC San’s review and approval of those deliverables. CONSULTANT shall comply with the deadlines indicated in that table. B. OC SAN’s Project Manager will issue a Notice to Proceed (NTP) that will authorize CONSULTANT to begin preparation of the Project Management Plan (PMP) as defined in Exhibit 3 – Project Management Requirements. 1.6 02-11-2022 Project No. 1-23 – Design SOW Page 12 of 52 C. OC SAN’s Project Manager will issue a Final Design NTP upon OC SAN’s acceptance of the final Preliminary Design Report. D. The time frames specified below are used to estimate the actual milestone dates based on the assumed NTP date, as shown in Exhibit 8 - Project Schedule Calculation. E. OC SAN will consider an alternative CONSULTANT-proposed schedule provided it is consistent with OC SAN resources and schedule constraints and adds value to OC SAN. PROJECT MILESTONE AND DEADLINES MILESTONE DEADLINE NTP Submit Project Management Plan (PMP) 10 workdays from NTP. OC San Review of PMP 5 working days from receipt of PMP. CONSULTANT shall issue a revised PMP within 5 working days of receipt of OC San’s comments for OC San approval. Kickoff Meeting The kickoff meeting will be scheduled to coincide with the NTP. Preliminary Design NTP Submit draft Preliminary Design Report (PDR) 201 workdays from the NTP. CONSULTANT shall establish a schedule with the OC SAN PM for separately submitting working drafts of each Design Memo for OC SAN review prior to completing the draft PDR. This schedule shall factor in the logical sequence for completing the memos as well as both CONSULTANT and OC SAN resources. OC SAN Review of draft PDR 20 workdays from receipt of Draft PDR Submit final Preliminary Design Report 40 workdays from receipt of OC SAN comments on Draft PDR. Final Design NTP CONSULTANT’s schedule shall allow 10 working days from submittal of the final PDR to receipt of the Design Phase NTP. Submit Design Submittal 1 (DS1) 119 workdays from Design Phase NTP. OC SAN Review of DS1 20 workdays from receipt of DS1 Submit Design Submittal 2 (DS2) 90 workdays from receipt of OC SAN comments on DS1. OC SAN Review of DS2 20 workdays from receipt of DS2 Submit Design Submittal 3 (DS3) 87 workdays from receipt of OC SAN comments on DS2. OC SAN Review of DS3 20 workdays from receipt of DS3 Submit Final Design Submittal (FDS) 22 workdays from receipt of OC SAN comments on DS3. CONSULTANT shall stop work upon submission of DS3, except as required to participate in OC SAN meetings, until receipt of OC SAN comments on DS3. OC SAN Review of FDS 20 workdays from receipt of FDS 02-11-2022 Project No. 1-23 – Design SOW Page 13 of 52 PROJECT MILESTONE AND DEADLINES MILESTONE DEADLINE Final Technical Specifications and Plans 21 workdays from receipt of OC SAN comments on FDS. 2. PHASE 2 – PRELIMINARY DESIGN The preliminary design phase will define the project. The final deliverable of this phase will be a Preliminary Design Report (PDR) with the basis of design for all elements of the project. PRELIMINARY DESIGN EXECUTION 2.0.1 PRELIMINARY DESIGN DECISION PLAN (PDDP) A. CONSULTANT shall prepare a Preliminary Design Decision Plan (PDDP) for how the preliminary design decisions will be properly planned and scheduled such that: 1. The work is planned to meet the specified schedule while providing appropriate opportunities for OC SAN input. 2. OC SAN input is planned with appropriate timing to ensure a high-quality final product. 3. Major decisions are made in a timely manner by the project team and project stakeholders and do not impact the project schedule. 4. Workshops and meetings are scheduled at the start of the project to ensure maximum participation. B. The PDDP shall include, at a minimum the following information: 1. Discussion of how major decisions will be made on the project (utilizing a decision tree as appropriate), and the process to gain OC SAN concurrence. 2. Summary and timing of major decisions to fit the project schedule. 3. List of workshops, technical design meetings and focused meetings where major decisions will be made, date of workshop or meeting, and the list of required attendees. 4. Schedule for all workshops, technical design meetings, and focus meetings and list of anticipated attendees. C. The PDDP shall be developed by the CONSULTANT and submitted for OC SAN review. CONSULTANT shall make the appropriate revisions and submit the final version for use as the basis for execution. PREDESIGN EVALUTION STUDIES (NOT USED) PRELIMINARY DESIGN PRODUCTION 2.2.1 GENERAL A. Preliminary Design Report (PDR) production involves the preparation of design memos, drawings, calculations, and other supporting material resulting in the PDR. 2.2.2 DESIGN MEMOS 2.0 2.1 2.2 02-11-2022 Project No. 1-23 – Design SOW Page 14 of 52 A. The CONSULTANT shall produce Design Memos as indicated below in accordance with Exhibit 1 - Preliminary Design Report Requirements. The CONSULTANT shall discuss the combining of design memos with OC SAN and develop a design memo submittal list. ☐Process Design Configuration ☐Design Configuration ☐Redundancy ☐Monitoring and Sampling ☐Process Flow Diagrams ☐Operating Philosophies ☐Site and Facility Layouts ☐Preliminary Load Criticality Ranking Table. ☐Hydraulic Analysis ☐Hydraulic Analysis ☐Hydraulic Profile ☐Demolition ☐Describe Demolition Requirements ☐Demolition List ☐Demolition Plans ☐Demo EID ☐Rehabilitation Requirements ☒Geotechnical Data Report ☒Review of Existing Data - Preliminary Geotechnical Report ☒Geotechnical Data Report and Recommendations ☐Civil Design Parameters ☐General Civil ☐Drainage Requirements ☐Corrosion Protection Requirements ☐Utility Requirements ☐Structural Design Parameters ☐Architectural Design Parameters Note: Develop up to three alternative concepts for review and acceptance ☐Process Mechanical Design Parameters ☐Building Mechanical Design Parameters ☐Fire Protection ☐Fire Protection Requirements ☐Fire Water Flow Analysis ☐Fire Protection Requirements for Existing Facilities ☐Electrical ☐Codes/standards. Brief description of electrical system. Electrical drawings. ☐Identify Electrical System Impacts ☐Report – Data Collection and Verification ☒Preliminary Load List ☐Preliminary Standby Power Requirements ☐ETAP – Preliminary Short Circuit Analysis and Load Flow/Voltage Drop Studies 02-11-2022 Project No. 1-23 – Design SOW Page 15 of 52 ☐ETAP – Provide Data. OC SAN will perform ETAP studies. ☐Preliminary Analysis for cable pull calcs, ductbank cable derating, cable tray fill calcs. ☐Hazardous Area Classification Requirements ☐Instrumentation and Control ☐Instrumentation and Control System ☐Specialty Safety Systems ☐Preliminary SAT ☐PLC and RIO Panel Location Map ☐CCTV Coverage Map ☐Landscaping ☐Landscaping Requirements ☐Develop up to [three] alternative concepts for review and acceptance ☐Plant Utility Investigation Findings ☐Vibration Analysis ☒Collections Basis of Design ☒Codes and Standards ☒Hydraulic Analysis ☒Pipeline Basis of Design ☒Manhole Basis of Design ☒Hydraulic Profiles ☒Collections Rehabilitation Alternatives ☒Pipeline Rehabilitation ☒Manhole Rehabilitation ☐Collections Pipeline Design Assume 3 viable alignment options ☐Design Memo Items 1-12 ☐Open cut vs. Trenchless Technologies ☐Trenchless Technologies at Major Closings ☒Collections Utility Investigation Findings ☒Collections Conceptual Traffic Control ☒AHJ and Traffic Control Identification ☒Basis for Traffic Control Strategy ☒Traffic Analysis ☒Traffic Control Plans ☒Design Safety Requirements ☒Design Safety Requirements ☒Identify all potential project specific safety issues ☒Identify all potential Cal OSHA and OC SAN safety issues ☒Identify construction safety hazards ☒Use Sample Full Project Safety Review Plan to verify safety elements ☒Risk Management Check List to verify safety elements ☐HAZOP ☒Public Impacts 02-11-2022 Project No. 1-23 – Design SOW Page 16 of 52 ☐Environmental and Regulatory Requirements (OC SAN will file a Notice of Exemption) ☐CEQA Part of Programmatic EIR ☐CEQA work consists of ☐Determine project environmental and regulatory requirements ☐Matrix of CEQA and Permit Requirements ☐Mitigation, Monitoring and Reporting List ☒Permit Requirements ☒List of Permits Required ☐Oil Well Abandonment ☒Stormwater Requirements ☐Hazardous Material Survey, Mitigation and Control ☐Maintainability ☐Define Maintainability Requirements ☐Maintainability Requirements Plan Drawings ☐Define Maintainability Rules ☐Define Maintainability Information for Project Specific Equipment ☐Facility Operation and Maintenance ☐Facility O&M Requirements ☐Operating Philosophies ☐Preliminary Assessment of O&M Staffing Requirements ☒Implementation Plan ☒Identification of Adjacent Projects ☐Preliminary Commissioning Checklist ☒Preliminary Construction Sequencing Plan ☒Review of Constructability Issues ☒Temporary Handling of Flow ☒Construction Odor Monitoring and Mitigation ☒Preliminary Technical Specification List 2.2.3 PRELIMINARY DESIGN DRAWINGS A. The CONSULTANT shall produce the following Preliminary Design Report drawings in accordance with Exhibit 1 - Preliminary Design Report Requirements. ☒General ☐Demolition ☒Civil ☐Landscape ☐Structural ☐Architectural ☐Mechanical ☐Electrical ☐Instrumentation and Control 2.2.4 PRELIMINARY DESIGN REPORT (PDR) PRODUCTION, CONTENTS AND ORGANIZATION 02-11-2022 Project No. 1-23 – Design SOW Page 17 of 52 A. Preliminary Design Report (PDR) Production involves the preparation of design memos, drawings, calculations, and other supporting material resulting in the PDR. B. The CONSULTANT shall combine the materials described below into a draft PDR. The PDR shall be structured as outlined below, with the contents corresponding to the tasks listed in this Scope of Work. Volume 1 – Preliminary Design Report Technical Memos Executive Summary Design Memos Design Memo 1, 2, 3, etc. List of Proposed Specification Sections Volume 2 – Drawings (see Exhibit 1, Preliminary Design Drawings) Volume 3 – Submittal Documentation Calculations Equipment Data & Catalog Cuts Project Logs Meeting Minutes C. The Executive Summary shall summarize the conclusions of the Memos included in the report, and specifically include a summary construction schedule and construction cost estimate. D. The draft PDR and final PDR shall be submitted in searchable PDF format legible on-screen and as a hard copy. The number of hard copies is indicated in Exhibit 9 - Deliverables Quantities. The labeling and organization of the PDF submittal shall be in accordance with Exhibit 14 - Bluebeam Designer Training for Submission. E. Each design memo shall be a separate file. F. The OC SAN Project Manager may request that the CONSULTANT submit an electronic proof set of the Draft PDR and Final PDR prior to hard copy production in order to initially confirm that the submittal is ready for printing. 2.2.5 PRELIMINARY DESIGN COST ESTIMATE A. The CONSULTANT shall provide a cost estimate for the associated PDR submittal indicated below in accordance with Exhibit 1 - Preliminary Design Report Requirements. PRELIMINARY DESIGN ACTIVITIES The following services shall be provided by the CONSULTANT or an appropriately qualified subconsultant. In any case, the CONSULTANT shall be responsible for managing all subconsultants, including reviewing their work products prior to submission to OC SAN. 2.3.1 EASEMENTS, PROPERTY BOUNDARIES AND WORK AREA LIMITS A. The Consultant shall identify easement and property boundary requirements and prepare easement documents, including performing any field investigations and survey required to identify and prepare easements. B. Unless otherwise directed, the CONSULTANT shall identify, survey, and show all property boundaries, and all existing and proposed easements, within and/or adjacent to the project boundaries. 2.3 02-11-2022 Project No. 1-23 – Design SOW Page 18 of 52 C. Consultant shall show and explicitly identify the limits of work for all portions of the project, including any restrictions to the work allowed in any area, e.g., whether the area can be used for parking or laydown. D. All survey research and survey field work shall be performed by a Professional Land Surveyor licensed by the State of California. 2.3.2 TOPOGRAPHIC SURVEY A. Control Surveys for Collection Systems 1. General: Topographical information used on the construction plans shall be generated from an aerial mapping process. CONSULTANT shall provide for the aerial and field surveys necessary for the mapping process for all applicable Project Elements of the project Scope of Work and shall provide for the aerial mapping. Providing for the process includes paying for, coordinating, and designing the aerial and horizontal/vertical control surveying for the preliminary and final design. CONSULTANT’s responsibilities for the surveys include generating any subconsultant scopes of work, data interpretation and preliminary design. All survey work is to be done under the direction and control of a Professional Land Surveyor, licensed by the State of California. 2. Aerial Survey: The aerial photography shall have sufficient coverage for the digital topographic mapping. The photo scale of the aerial photography shall not be more than 100 feet per inch for pipeline work or 20-feet per inch for pump stations. Stereo pairs of photographs shall be furnished to OC SAN. 3. Field Survey Aerial: A field survey shall be used to establish both horizontal and vertical control for the project. Control shall meet or exceed NGVD 88 requirements and shall be based on California State Plan Coordinates (NAD 83) including the 1995 O.C. surveyor’s adjustments. A sufficient number of points shall be used to accurately complete the digital topographic modeling. No less than five control points per stereo model shall be used. 4. Aerial Field Survey Inclusions: The field survey shall include all survey monuments, topographic features, easements, property lines, culture, and elevations on the plan and profile sheets. All covers, including the existing sewer manholes, storm drain manholes, and utility and valve vaults shall be identified and marked in the field. 5. OC SAN Review Aerial Survey Line: The general location and alignment of the survey line shall be submitted to OC SAN prior to performing the field survey. Survey work shall not commence until authorized or concurred to by OC SAN. CONSULTANT shall be responsible for obtaining and paying for the field survey services. 6. Field Survey Base Line: The field survey shall establish a base line for construction purposes for pipeline work equal to or greater than 500-feet in length. The line will be used to define the proposed design, in terms of station and offset, and to establish the bearings for right-of-way. The survey line shall be set on 100-foot stations and shall be tied to the established aerial control. The field survey shall tie in all controlling monuments within the map limits and all street centerline intersections. The ties shall be express in both State Plane Coordinates and as station and offset. 02-11-2022 Project No. 1-23 – Design SOW Page 19 of 52 7. Manhole Information: The field survey shall also include the measurement of the invert and manhole rim elevations of all existing sewers within the project reach. The size, orientation and invert of any pipe connections shall also be recorded. 8. Base Map: The base map index contours shall be spaced at five feet (5- feet) vertically and the immediate contours shall be spaced at one-foot (1-foot) contour intervals. The mapping shall include digital topographic mapping. The digital format shall be compatible with OC SAN Graphic Information System. All surface features, including those hidden from aerial view shall be incorporated into the digital mapping. 9. Plan and Profile Sheets: CONSULTANT shall prepare plan and profile sheets based upon the aerial mapping. The scale for plan and profile sheets shall be one-inch equals forty feet (1-inch = 40-feet) horizontal and one inch equals four feet (1-inch = 4-feet) vertical. An aerial photographic (photo strip) with the alignment shall be included. The plan view shall be separate from the photo strip. Intersections shall be adequately detailed at a scale of one-inch equals ten feet (1-inch = 10-feet) or one inch equals twenty feet (1-inch = 20-feet). Manholes and other details shall be drawn at a scale that is adequate to provide clarity and sufficient detail for construction. The basis of bearings and benchmarks shall be indicated on the drawings, 10. Survey Note Submittal: CONSULTANT shall submit two bound copies of all survey notes and data used to establish vertical and horizontal control. The information submitted shall be suitable for use to establish construction controls. If additional property and/or right-of-way are required, CONSULTANT shall identify property and/or rights-of-way to be acquired. CONSULTANT shall prepare legal descriptions and plats for easements and property to be acquired during the final design phase of the project. 2.3.3 GEOTECHNICAL INVESTIGATION A. CONSULTANT shall secure the services of a qualified Geotechnical Engineering firm to prepare a Geotechnical Data Report that addresses geotechnical concerns for all applicable Project Elements of the project Scope of Work B. Soil Explorations 1. The geotechnical services shall include exploratory work such as soil borings necessary to observe, test, classify soils, and monitor groundwater levels and potential groundwater pollutants of concern. 2. The number and spacing of borings shall be based on the geotechnical professional’s interpretation of needs and recommendation. a. If unexpected or unique soils are encountered, an adequate number of borings shall be taken to try and define the limits of the anomaly. 3. The depth of the borings shall be adequate to characterize the soils to a depth of at least five feet below the bottom of an excavation or any proposed sewer invert elevation. At least two borings shall extend ten feet below the proposed excavation bottom or sewer invert. 4. The proposal shall include five borings and a unit price allowance per boring in the proposal base price. Based on the actual number of borings performed in 02-11-2022 Project No. 1-23 – Design SOW Page 20 of 52 the project as determined and agreed upon by CONSULTANT and OC SAN, OC SAN will pay the final price in accordance with the per-unit allowance in the CONSULTANT’s proposal. C. Soil Sampling 1. Soil samples for testing shall be collected as needed based upon CONSULTANT’s professional judgment. However, samples intervals shall not exceed two-foot depth intervals alternating SPT and RING samples in each boring. If borings are taken near existing sewers, samples shall be taken and delivered to OC SAN for testing for coliforms to determine if sewers are leaking. D. Ground Water Pump Testing 1. Conduct one ground water pump test to determine dewatering parameters for inclusion of the specifications. 2. Provide a complete specification for the abandonment of wells for areas where aquifers could be compromised. Potential abandonment methods for deep penetrations might consist of over drilling and fill with cement-bentonite grout slurry, or deep pressure grouting to create a concrete seal. E. Groundwater Contamination Testing 1. Perform complete lab analysis for all pollutants regulated under OCSD Local Discharge Limits (see page 33 of OCSD’s Wastewater Discharge Regulations Ordinance No. 53). F. Soil Exploration Locations 1. The location of all soil explorations shall be plotted on a map and attached to the Geotechnical Report. Preferably, the explorations shall include survey coordinates consistent with the project survey. Complete logs of the soil profiles shall be included in the report. 2. Explorations shall be located strategically within the footprint of the proposed excavation or on the centerline of proposed pipeline alignments. A total of two borings shall be cased and converted into water level monitoring wells for use during construction according to local agency requirements. CONSULTANT shall obtain all necessary permits for the installation of monitoring wells. 3. Work conducted within OC SAN’s treatment plants shall comply with the requirements of the OC SAN Stormwater Management Plan. Work conducted outside OC SAN’s treatment plant shall comply with the requirements of the local jurisdiction. 2.3.4 UTILITY INVESTIGATION A. To better manage the risks associated with construction excavation, CONSULTANT shall perform a thorough search of all utilities impacted by the work for all applicable Project Elements of this Scope of Work, regardless of size and all other facilities above or below ground. Utilities include all in-plant, utility company-owned and public agency- owned piping, duct banks, and other interferences. The search shall include utilities within the public right-of-way, and those located on private property and OC SAN property impacted by the proposed project. The search shall include the records and plans of OC SAN and all respective public and private companies and utilities. B. Review of OC SAN Records 02-11-2022 Project No. 1-23 – Design SOW Page 21 of 52 1. OC SAN’s “As-built/Record” plans may be incomplete or inaccurate with respect to the routing of individual utilities, pipelines, etc. in the vicinity of the project. CONSULTANT shall check OC SAN records against those of the other agencies, companies and utilities. These may include, but not be limited to, oil, gas, fuel, water, and sewer pipelines; traffic control facilities, telephone and electrical conduit and duct banks, storm drains, manholes, and other structures. C. Review of Outside Agency Records 1. CONSULTANT shall contact, in writing, all jurisdictional agencies and utility owners to inform them of OC SAN’s project. CONSULTANT shall request plans showing all the agencies or utility’s facilities, pipelines, etc. in the project area. CONSULTANT shall also request plans and schedules for all proposed construction in the project areas. CONSULTANT shall develop a schedule to minimize project conflicts and/or coordinate OC SAN projects with local agencies. 2. CONSULTANT shall personally visit each agency/company and search through all available plans, files, and documents. CONSULTANT shall meet with applicable field staff from each agency to confirm the completeness of their research. Abandoned utilities shall also be considered. 3. CONSULTANT shall document the contacts and information requested and received, including that from Underground Service Alert (USA). OC SAN shall be copied on all correspondence between CONSULTANT and public and private agencies, and utility companies. CONSULTANT shall submit a copy of all documentation to OC SAN with an itemized submittal letter. CONSULTANT’s Project Manager shall sign the transmittal cover letter and the cover letter shall confirm that CONSULTANT has sent a representative to each agency/company/utility, performed on-site inspections for each utility, and has listed the utilities. 4. CONSULTANT shall contact USA and request a Substructure listing for the project area. D. On-Site Inspection 1. An on-site inspection shall be made in the project area. During the on-site inspection, a senior-level CONSULTANT representative shall walk the site accompanied by OC SAN’s Project Engineer and Supervising Inspector. The CONSULTANT representative shall be experienced in the location and identification of utilities in the field. During the on-site inspection the CONSULTANT shall document all visible features that indicate utilities within the project area and compare them with the available utility plans. E. Utilities for Adjacent Properties 1. CONSULTANT shall investigate all utilities serving properties adjacent to the work, and submit a spreadsheet at the end of the utility research accounting for all anticipated utilities for OC SAN review, with the following information: a. List all utilities anticipated or each adjacent property. b. Indicate whether or not each such utility was found on as-built drawings of any agency, with an identification of the agencies identifying such utility. c. Indicate whether or not the utility was field located by utility through USA process, and, if so, by which agency. 02-11-2022 Project No. 1-23 – Design SOW Page 22 of 52 F. CONSULTANT shall provide all required stamped traffic control plans as part of the encroachment application process required by all cities for use during the geophysical investigations, potholing, geotechnical borings, and field investigations. G. Subsurface Utility Investigations 1. Investigation of existing utilities shall be in accordance with the respective ASCE guidelines, except as amended by this Scope of Work. A brief description of the ASCE guidelines defines the Quality Level of detail for researching subsurface utilities as follows: a. Quality Level D: Information derived from existing records or oral recollections. b. Quality Level C: Information obtained by surveying and plotting visible above-ground utility features and by using professional judgment in correlating this information to Quality Level D information. c. Quality Level B: Information obtained through the application of appropriate surface geophysical methods to determine the existence and approximate position of subsurface utilities. Quality Level B data shall be reproducible by surface geophysics, such as ground penetrating radar, at any point of their depiction. This information is surveyed to applicable tolerances and reduced onto plan documents. d. Quality Level A: Precise horizontal and vertical location of utilities obtained by the actual exposure (or verification of previously exposed subsurface and surveyed utilities) and subsequent measurement of subsurface utilities, usually at a specific point. Minimally intrusive excavation equipment is typically used to minimize the potential for utility damage. A precise horizontal and vertical location, as well as other utility attributes, is shown on the plan documents. Accuracy is typically set to 15-mm vertical and to applicable horizontal survey and mapping accuracy. 2. Refer to CI/ASCE 38-02, Standard Guidelines for Collection and Depiction of Existing Subsurface Utility Data for details. 3. CONSULTANT shall determine all utilities impacted by the work for all applicable Project Elements of this Scope of Work. Utilities include utility company-owned, and public agency-owned piping, duct banks, and other interferences. All utilities encountered during the preliminary design shall be shown on the plans. 4. Subsurface investigation for all utilities in and around the work area shall be performed to Quality Level D and Quality Level C. All utilities shall be plotted both in plan and profile on a scaled drawing that can later be incorporated into scaled (1-inch = 40-feet) plan drawings. 5. CONSULTANT shall submit, for acceptance by OC SAN, recommendations on which utilities should be investigated to Quality Level A and where Quality Level B investigations should be performed. As part of the submittal, a Potholing Plan and Geophysical Investigation Plan shall be developed including proposed pothole locations and type of geophysical investigation. 6. Prior to OC SAN’s acceptance of the Potholing Plan/Geophysical Investigation Plan, a project field walk by the CONSULTANT Project Manager, 02-11-2022 Project No. 1-23 – Design SOW Page 23 of 52 OC SAN Project Engineer, Supervising Inspector, and other designated OC SAN personnel shall be performed. H. Potholes and Geophysical Investigation 1. CONSULTANT shall secure the services of a subcontractor to perform the pothole work and geophysical investigation (including ground-penetrating radar). 2. CONSULTANT shall pothole and perform geophysical investigation on all utilities described and shown in the accepted Potholing Plan/Geophysical Investigation Plan. CONSULTANT’s staff shall be available, if required, to be on-site during potholing to provide direction to potholing crew. OC SAN staff shall also be present during potholing. Field investigations include visiting the project work site and each utility to verify the location of all interferences. 3. CONSULTANT shall provide all the related work necessary, including, but not limited to: a. Documentation of information b. Notification of USA’s “Dig Alert” c. Providing field survey d. Obtaining required permits e. Submission of traffic control plans f. Setting up traffic control g. Soft dig potholing h. Ground-penetrating radar i. Excavating j. Backfilling k. Repairing pavement to local jurisdiction requirements. It is assumed that a total of four locations will take place within Alton Ave currently under moratorium between Raitt St. and Bristol St. 4. “Soft” excavation potholing methods such as vacuum extraction is preferred; however, excavation methods shall be chosen to adequately define the utility. Crosscut trenches may be preferred for defining some utility locations. Hydro-jetting soft dig should be avoided in sandy, wet and contaminated soil conditions. 5. Potholing subcontractor shall measure and document the depth of pavement and of base material at each pothole, and every five feet along crosscut trenches. 6. Work conducted within OC SAN’s treatment plants shall comply with the requirements of the OC SAN Stormwater Management Plan. Work conducted outside OC SAN’s treatment plant shall comply with the requirements of the local jurisdiction. 7. CONSULTANT shall provide a licensed land surveyor or hire a licensed survey subcontractor(s) to field-locate the actual horizontal and vertical location of the constructed potholes. Survey controls shall be set and coordinated with the survey controls used on previous construction drawings. City and County control points shall be checked; northing, easting and elevation data for each 02-11-2022 Project No. 1-23 – Design SOW Page 24 of 52 pothole shall be shown on the Contract Drawings; and physical tie-ins provided in order to easily re-establish pothole locations after construction. CONSULTANT shall supply and supervise survey work and subcontractors needed to perform the pothole work. Survey datum differences shall also be reconciled. 8. The results of potholing and geophysical efforts shall be summarized in a field finding report. 9. CONSULTANT shall backfill and repair potholes consistent with the requirements of the local jurisdiction. If CONSULTANT is unable to determine local jurisdiction requirements prior to the proposal, CONSULTANT shall assume the following requirements: a. The materials removed from the excavation may not be used for backfill, unless approved by the local jurisdiction. If approved, excavated material used to fill potholes shall be placed with a maximum lift thickness of four inches and mechanically compacted. b. If not approved, the CONSULTANT shall be responsible for hauling off and disposing of excavated pothole material. In this case, excavation holes shall be filled with a cement slurry mix from the bottom up. The excavated materials shall be tested for hazardous materials and disposed of offsite accordingly. Testing shall be the minimum required for classifying the materials. The potholing samples shall be tested by a California Environmental Laboratory Accreditation Program (ELAP) certified laboratory to identify characteristics of hazardous waste. A substance shall be considered hazardous if it possesses properties of toxicity, ignitability, corrosivity and/or reactivity per California Code of Regulations Title 22, Section 66261. In addition, Minimum the laboratory testing shall include an on-site Organic Vapor Analyzer (OVA) test for potential hydrocarbon contaminants. Should the OVA reading be equal to or greater than 45 ppm, further laboratory Minimum testing shall be performed to include Benzene, Toluene, Ethyl Benzene, and Xylene (BTEX) test per EPA guideline 8020 and Total Hydrocarbons (TPH) tests per EPA guideline. should the OVA reading be equal to or greater than 45 ppm. c. AC pavement shall be replaced to full depth or the structural section (AC & Base) plus two inches with hot mix asphalt unless otherwise required by the City. Cold mix shall only be allowed when the patch will be replaced by the project and were approved by the City. d. Concrete pavement shall be replaced to full depth plus two inches with Portland cement unless otherwise required by the City. I. Quantitative Assumptions 1. CONSULTANT’s fee proposal shall include a cost for potholes and unit cost for additional potholes. The cost shall provide for a minimum of fifty five (55) potholes during preliminary design and twenty (20) potholes during final design. 2. CONSULTANT’s fee proposal shall include a cost for geophysical investigation using ground penetrating radar. The cost shall provide for a maximum of 10,000 square feet during preliminary design and shall follow the alignment of the proposed air jumpers and footprint of the proposed new manhole. J. Depiction of Utilities and Potholes on Plans 02-11-2022 Project No. 1-23 – Design SOW Page 25 of 52 1. All utilities encountered during the preliminary design shall be shown on the Plans. Project work that requires other agencies to relocate existing utilities shall be coordinated during the design by CONSULTANT. Each subsurface utility shown on the drawings shall include the Quality Level to which it was investigated as required by CI/ASCE 38-02. Pothole locations shall be shown on drawings with survey information. K. Relocation of Existing Utilities 1. Project work that requires other agencies to relocate existing utilities shall be coordinated during design by CONSULTANT. 2.3.5 PUBLIC RELATIONS A. The CONSULTANT shall secure the services of a Public Outreach Subconsultant to conduct all public outreach activities required during preliminary and design phases.. The subconsultant’s services are currently anticipated to be required during the construction phase. B. OC SAN’s Public Affairs Office (PAO) will share with the public the general scope of the project during design, construction impacts for design and construction activities and the project’s progress. The subconsultant will possess a full range of professional public outreach skills and an understanding of the issues, audiences and technical process required to support PAO during community outreach activities required for the project. C. The primary goal of the public outreach effort is to inform motorists, merchants, employers, hospitals, local residents, schools, and elected officials about the project need, construction impacts during design phase, and steps that can be taken to minimize those impacts. D. The CONSULTANT shall assist OC SAN by providing public information proactively through written and electronic media sources and providing quick responses and resolutions to community concerns to keep the project/program moving forward. The public outreach program is an effective tool for building partnerships and reaching affected audiences during and in preparation for construction documents. E. The CONSULTANT shall coordinate all public outreach work with cities, agencies and the public with OC SAN’s PAO. F. The team selected will be required to attend and participate in technical team meetings as appropriate. It is estimated 2 general community meetings, 6 HOA/community meetings, and 15 team meetings will be required. CONSULTANT shall also participate in the following: 1. Identify stakeholders including but not limited to cities, agencies, residents, businesses, schools, etc. 2. Develop project announcement and updates (written announcement and map). 3. Development and review of documents and maps for mass mailings of letters and notifications. 4. Coordinate neighborhood meetings, send invitations, attend, facilitate, summarize meetings, and follow up. 02-11-2022 Project No. 1-23 – Design SOW Page 26 of 52 5. Inform the public prior to the start of construction to minimize surprises that may become the sources of complaints. 6. Inform and remind the public of the long-term benefits of the project. 7. Reassure the public that neighborhood impacts, which are a high priority of OC SAN, have been thoroughly assessed and mitigated. 8. Help the impacted public feel involved and part of the process. 9. Demonstrate concern and good faith by responding quickly and earnestly to address issues and provide reasonable solutions to concerns or complaints. 10. Attend workshops to discuss design alternatives to minimize public impacts. 11. Build on the existing OC SAN logo to establish project/program identification. 12. Identify outreach outlets/tools – local newspapers, city newsletters, community newsletters, HOA’s, business groups, social media, etc. 13. Develop a public outreach plan to be implemented during design and construction. Plan shall include a Public Impacts Table to evaluate potential impacts to the public, and recommend mitigation measures to be implemented during design and construction phases, not limited to the following: a. Identify project stakeholders – Provide contact information. b. Identify audience (church, commuters, residence, etc.) and number of people impacted. c. Identify activities to be performed during design phase, estimated duration, and anticipated public impacts. d. Identify activities to be performed during construction phase, estimated duration and anticipated public impacts. e. Review and provide analysis of available mitigation measures to reduce, control or eliminate impacts identified. f. Develop list of anticipated work restrictions imposed by affected cities, agencies, and other stakeholders. g. Identify special events in the area, day, and duration during design and construction. h. Identify schedule and scope of current, ongoing, and future construction projects of other cities and agencies within project area. i. Recommend measures to be implemented during design and construction activities. j. Identify work by other agencies in same area during the same timeframe for design and construction activities. k. Rate public impacts (high, medium, and low) 14. Develop Public Impacts Design Memo. The Public Impacts Table shall be included in the Public Impacts Design Memo. 15. Update and maintain public impact documents through the preliminary design and design phases. 02-11-2022 Project No. 1-23 – Design SOW Page 27 of 52 G. Stakeholders that will require early coordination include: 1. Segerstrom High School 2. Thorpe Elementary School 3. Kaiser Permanente 4. Bristol Place Businesses 5. South Coast Business Park 6. Other affected businesses 7. Local HOAs, including The Aspens, Charleston at South Coast, and Armstrong Ranch 2.3.6 SPECIALTY SERVICE A. Right of Way and Real Estate 1. CONSULTANT shall determine access, easement, and laydown areas on private property. 2. CONSULTANT shall secure the services of a qualified Right of Way and Real Estate firm to identify all property owners and tenants within the work area. Previous experience working with public agencies on similar projects is required. 3. The Right of Way and Real Estate firm shall lead coordination between OC SAN, property owners and tenants and aid in negotiating temporary agreements required for project implementation. Prepare all required exhibits and legal descriptions needed for this work. Up to twelve (12) temporary agreements and one easement legal description is anticipated. 4. The Right of Way and Real Estate firm shall have a real estate appraiser with a Certified General License in the state of California to appraise the value of property within easements that OC SAN may require for temporary construction access and permanent access to manholes. B. Flow Monitoring 1. CONSULTANT shall perform flow monitoring. Assume three locations. The flow measurements (five-minute intervals) shall be made continuously during the wet season from November 1st to March 31st and shall capture at least two weeks during dry weather conditions and at least two weeks during dry weather with modified diversion settings. CONSULTANT shall be responsible for all aspects required for accurate flow monitoring including but not limited to permits, confined space entry, manhole repairs if liner is damaged or penetrated, traffic plans and control (to set and retrieve monitors), materials, labor, and equipment. CONSULTANT may also choose to retain and pay for a flow monitoring company to perform such services. The flow patterns and flows shall be used to verify flows calculated in the hydraulic model based upon land use and to calibrate the model. Assume each flow monitor will need to be removed and re-installed two times to facilitate cleaning. 2. Flows: CONSULTANT shall project future flow (based on measured flow). Flow projections shall be for 2040. Projections shall include minimum, average, and peak flows for dry and wet weather conditions. Flow calculations shall be consistent with methods used in the master plan and hydraulic model (PS15-08). 02-11-2022 Project No. 1-23 – Design SOW Page 28 of 52 Discrepancies in calculated flows and the hydraulic model flows shall be promptly brought to the attention of OC SAN. Concerns Consultant may have regarding the hydraulic model, based upon Consultant’s experience or observations shall be promptly brought to the attention of OC SAN. 3. Air Pressure Monitoring: Consultant shall provide field monitoring of air pressure in the sewer utilizing differential air pressure loggers. Assume six (6) manhole locations along the Santa Ana sewer between the OC SAN Plant No. 1 and the east end of the Project near the Bristol Street intersection. Manhole locations will be identified during preliminary design phase and coordinated with OC SAN prior to initiating any field activities. CONSULTANT shall be responsible for all aspects required for the pressure monitoring including but not limited to permits, confined space entry, manhole repairs if liner is damaged or penetrated, traffic plans and control (to set and retrieve monitors), materials, labor, and equipment. C. Sonar 1. CONSULTANT shall perform a sonar investigation of the 48-inch Greenville-Banning Channel siphon and the triple barrel (15-inch/24-inch/27-inch) Santa Ana Gardens Channel siphon to estimate the required cleaning effort in construction and determine if the pipeline is suitable for lining. 2. CONSULTANT shall provide all required stamped traffic control plans as part of the encroachment application process required by all cities for use during the sonar investigations. 2.3.7 VALUE ENGINEERING ASSISTANCE (NOT USED) 2.3.8 ENVIRONMENTAL DOCUMENTATION A. OC San will process a Notice of Exemption to be applied to this project. CONSTULTANT shall provide support if requested by OC SAN for documentation. B. CONSULTANT services related to Environmental Documentation may span across Phase 2 – Preliminary Design and Phase 3 - Design. When such services are required, they shall be based on the requirements of Section III – Project Schedule and based on the following requirements. The CONSULTANT shall allocate the budgeted hours between the Environmental Documentation services in Phase 2 and Phase 3 based on when these services will be required. – CONSULTANT shall review existing Programmatic Environmental Impact Report and existing Mitigation, Monitoring, and Reporting Program (MMRP) to determine appropriate mitigation measures to be applied to this project. Development of a new MMRP is not included in this scope of work. 2.3.9 PERMITTING ASSISTANCE A. CONSULTANT services related to Permitting Assistance may span across Phase 2 – Preliminary Design and Phase 3 - Design. When such services are required, they will be based on the requirements of Section III – Project Schedule and the schedule constraints associated with each particular permit. The CONSULTANT shall allocate the budgeted hours between the Permitting Assistance services in Phase 2 and Phase 3 based on when these services will be required. B. For all applicable Project Elements of this Scope of Work, CONSULTANT shall provide Bid Documents that ensure that the facility features and the facility 02-11-2022 Project No. 1-23 – Design SOW Page 29 of 52 performance, and construction procedures comply with all conditions of existing permits and permits required to construct this project. Construction drawings, specifications and supplemental drawings shall be prepared, as necessary, in the format required to obtain all permits. C. CONSULTANT shall assist OC SAN in obtaining permits. This assistance shall include completing application forms provided by OC SAN, preparing supporting documentation for the permit applications as required by the issuing agency, furnishing the required number of copies of all construction drawings and exhibits, and attending meetings with permitting agencies at the request of OC SAN. D. With the exception of construction contractor-furnished permits, OC SAN staff will execute all applications. All permit fees will be paid directly by OC SAN and are not part of CONSULTANT’s fee. E. CONSULTANT shall submit all supporting documentation in a timely fashion for all permits required for this project as described below. F. CONSULTANT shall meet with all agencies during Preliminary Design to present conceptual traffic control and design drawings and receive input prior to submitting for permits. G. CONSULTANT shall submit for all permits by DS-2. H. City/County Encroachment Permits 1. City of Santa Ana 2. City of Costa Mesa 3. County of Orange (Flood District) 4. The CONSULTANT shall assume fifteen meetings at two hours each. I. Stormwater Permitting 1. CONSULTANT shall determine the required stormwater permit. 2. If a SWPPP is required, CONSULTANT shall determine and specify the preliminary Risk Level and Project Type using the California State Water Resources Control Board’s Storm Water Multiple Application and Report Tracking System (SMARTS) based on the R-Factor obtained from US EPA’s online Rainfall Erosivity Factor Calculator for Small Construction Sites. 3. CONSULTANT shall prepare the specification for stormwater using OC SAN’s respective master specification as a starting point. If a SWPPP is required, CONSULTANT shall not begin work on editing the specification until OC SAN has approved the Consultant’s preliminary Risk Level and Project Type. 4. If a SWPPP is required, it is OC SAN’s intent to design linear underground/overhead projects (LUP) to LUP Type 2 requirements, whenever possible, which is often the most economical approach. CONSULTANT shall coordinate with the OC SAN Project Manager and OC SAN Environmental Compliance Division and edit Stormwater Pollution Prevention Plan specifications accordingly. J. Railroad Permits 1. Crossing Permit (if required for air jumpers) 02-11-2022 Project No. 1-23 – Design SOW Page 30 of 52 2. Encroachment Permit (if required for air jumpers) 3. Right of Entry/Temporary Use of Railroad Property (if required) 4. Assume five meetings at two hours each 2.3.10 PROJECT MANAGEMENT A. CONSULTANT shall be responsible for managing CONSULTANT’s project execution, schedule, budget, subconsultants, and coordination with other projects. The CONSULTANT shall perform the project management requirements in accordance with Exhibit 3 - Project Management Requirements with the project specific options identified below. B. Project Management Plan (PMP): ☐Not required ☒Required PMP approval prior to beginning technical work on the project. Assume 15 pages, not including attachments. C. Project Logs ☒Major Decision Log ☒Project Decision Log ☒Action Item Log ☒Decision Issues Log ☒Meeting Log ☒Risk Management Log D. Progress Report, Status of Cost Model ☐Not required ☒Required E. Project Invoices 1. Estimating earned value, tasks shall be further broken down to subtasks of no more than $100,000. 2. Costs for invoicing shall be grouped into the following work packages: Work Package Description Tasks 3146 Preliminary Design All Phase 2 tasks, except those listed above. 3158 Environmental Documentation Task 2.3.8 3250 CONSULTANT Services During Design Tasks 3.6 through 3.12 3251 Design Submittal 1 3252 Design Submittal 2 02-11-2022 Project No. 1-23 – Design SOW Page 31 of 52 Work Package Description Tasks 3253 Design Submittal 3 Tasks 3.1 through 3.4, divided into effort by design submittal. FDS is charged against DS3. 3254 Bid Support Services Task 3.4 2.3.11 RISK MANAGEMENT A. When required below, CONSULTANT shall provide risk management in accordance with Exhibit 4 - Risk Management Requirements with the project specific options identified below. B. Risk Management: ☐Not required ☒Required Initial Risk Workshop PDR Risk Management Workshop: three hours (held three weeks prior to draft PDR at OC SAN) and will be held virtually. C. Moderator 1. CONSULTANT shall provide a suitably qualified moderator to conduct the Workshops defined in Exhibit 4 - Risk Management Requirements. The moderator shall have the following attributes: a. Sufficiently technically knowledgeable to understand the nature of the risks involved, but the moderator need not be a subject matter expert. 2. The Preliminary Design Risk Management Workshop shall be planned and scheduled for a duration of four hours and will be held at OC SAN offices. 2.3.12 QUALITY CONTROL A. The CONSULTANT shall provide quality control requirements in accordance with Exhibit 6 - Quality Control Requirements. PDR WORKSHOPS AND MEETINGS 2.4.1 GENERAL A. Workshop and meeting planning, requirements, agendas, and meeting minutes shall be in accordance with Exhibit 5 - Workshop and Meeting Requirements. 2.4.2 PDR PRODUCTION WORKSHOPS A. Predesign Kickoff Workshop 1. A two-hour project kick-off meeting shall be held with OC SAN staff to introduce principal members of OC SAN and CONSULTANT’s teams. The discussion topics shall include: OC SAN responsibilities, CONSULTANT’s responsibilities, invoice procedures, personnel badges, parking, site access, CONSULTANT’s Scope of Work, detailed project schedule with milestones, Work Breakdown Structure requirements, and OC SAN confined space and other safety policy training. B. PDR Production Workshops shall be held during Preliminary Design to review the topics listed below. The list below also indicates the number of workshops to be held to 2.4 02-11-2022 Project No. 1-23 – Design SOW Page 32 of 52 cover the specific topic. Unless otherwise noted, each workshop shall be 4 hours in length. Assume all PDR Workshops are virtual. PDR PRODUCTION WORKSHOPS TOPIC NUMBER OF WORKSHOPS PDR Production Kickoff 1 PDR Production Workshops Rehabilitation Alternatives 1 Hydraulic Analysis 2 Basis of Design 1 Utility Investigations and Geotechnical 1 Public Impacts 1 Traffic Control 1 Permit Requirements 1 Environmental, Stormwater and Regulatory Requirements 1 Implementation Plan and Sequencing Constraints1 2 1Assume a two-hour site visit accompanied by a four-hour workshop. 2.4.3 PDR REVIEW WORKSHOPS A. CONSULTANT shall hold the following workshops to review the draft Preliminary Design Report as required in Exhibit 5 - Workshop and Meeting Requirements: 1. Design Memo Validation Meetings (assume twelve three-hour meetings). CONSUTANT shall review responses to OC SAN comments. 2. Draft PDR Presentation Workshop (assume four hours) 3. Draft PDR Validation Workshop (assume four hours) 4. PDR Validation Workshop (assume four hours) 2.4.4 PDR CONSTRUCTABILITY WORKSHOP A. A constructability workshop shall be held after the draft PDR submittal review to identify any fatal flaws in the design relative to constructability. Some of the subjects that shall be covered in this workshop include the following: conflicts between design disciplines, traffic control, geotechnical considerations, construction sequencing, safety, access for maintenance, size-critical equipment requirements and constraints, air jumper location, permitting, public nuisance issues, other local conditions and constraints. B. This workshop shall be held at OC SAN facilities and shall generally be four hours in length. OC SAN and CONSULTANT staff shall attend this workshop. C. CONSULTANT shall be responsible for completing the following tasks relative to the workshop: 02-11-2022 Project No. 1-23 – Design SOW Page 33 of 52 1. Prepare package for constructability review workshop participants. The package shall consist of detailed plans and specifications and other information selected by CONSULTANT. 2. Prepare presentation on the project. 3. Summarize the constructability review workshop comments and action taken on each comment in a memorandum. 4. All comments and recommendations of the workshop shall be incorporated into Implementation Plan Design Memo and the Bid Documents. 2.4.5 TECHNICAL PROGRESS MEETINGS A. Technical Progress Meetings shall be held every four weeks for two hours to review various issues with OC SAN’s project team. Assume a total of twelve virtual meetings shall be held during Preliminary Design Phase. The CONSULTANT shall coordinate with the OC SAN Project Manager to determine what topics will be covered in what meetings, and what OC SAN and CONSULTANT team members are required for each. 2.4.6 FOCUSED MEETINGS A. Focused meetings shall be held throughout preliminary design to discuss specific issues in detail and generate comments and direction from OC SAN staff. Assume one-hour virtual weekly meetings unless noted otherwise. The following tentative list of topics may be covered in these meetings: 1. Site survey 2. Site meetings (traffic, site walk, public outreach, cleaning, etc.). Assume five four-hour in person meetings. 3. Site utility coordination 4. Geotechnical report 5. Quality control plan 6. Hydraulics and Hydraulic Modeling (several meetings as necessary) 7. Permits 8. OC SAN’s Contractor Safety Standards, confined space and other safety requirements 9. City requirements 10. Survey and geotechnical requirements (including potentially contaminated soil) 11. Potholing 12. Utilities and utility tie-ins 13. Public Outreach 14. Public Outreach field meetings. Assume five two-hour meetings 15. Bypass Pumping (several meetings as necessary) 16. Construction sequencing 17. Safety 02-11-2022 Project No. 1-23 – Design SOW Page 34 of 52 18. Special studies (including sonar, noise and flow monitoring) 19. Coordination with other projects 20. Additional meetings as necessary B. Meeting lengths shall be as required to cover the topic in question. Depending on subject matter and attendees, one meeting may cover multiple subjects. CONSULTANT shall determine how many meetings will be needed to cover these topics. CONSULTANT may suggest additional topics as necessary. Supplementary meetings may be scheduled with OC SAN staff, as necessary to allow coordination between CONSULTANT and OC SAN staff. 2.4.7 COORDINATION WITH OTHER PROJECTS MEETINGS A. The project shall be a complete and fully functional facility that is integrated with existing facilities and coordinated with other construction projects. CONSULTANT shall coordinate potential conflicts with the following adjacent projects and participate in the number of meetings indicated in the following table: PROJECT COORDINATION MEETINGS PROJECT PROJECT DESCRIPTION COORDINATION MEETINGS P1-105 Headworks Rehabilitation at Plant 1 1 meetings @ 1 hour 1-24 Greenville Sub-Trunk Improvements 1 meetings @ 2 hours FE19-04 Sunflower Pump Replacement at Plant 1 1 meeting @ 1 hour One Metro West 15-acre mixed-use community development north of the 405 freeway in Costa Mesa. 2 meetings @ 1 hour 2.4.8 STORMWATER COMPLIANCE MEETING A. A formal meeting shall be held with OC SAN’s stormwater compliance staff to review the project scope and identify all issues during and after construction affecting compliance with stormwater regulatory requirements and OC SAN’s policies and practices. 3. PHASE 3 – DESIGN BID DOCUMENTS 3.0.1 GENERAL A. CONSULTANT shall provide engineering services to prepare biddable plans, technical specifications, and other Bid Documents as required based on the design concepts and criteria developed during Phase 2 - Preliminary Design. In this Scope of Work, construction documents include specifications; drawings, traffic control plans, and bypassing plans. 3.0.2 ENGINEERING DESIGN GUIDELINE UPDATES 3.0 02-11-2022 Project No. 1-23 – Design SOW Page 35 of 52 A. All changes in OC SAN’s Engineering Standards, OC SAN’s Design Guidelines, and/or changes in design concepts and facility layouts as a result of OC SAN comments that may occur up to transmittal of OC SAN comments on Design Submittal 1, shall be incorporated into the Design by CONSULTANT with no increase in CONSULTANT’s Not-to-Exceed upper limit on fees. 3.0.3 GENERAL REQUIREMENTS AND ADDITIONAL GENERAL REQUIREMENTS A. The following are the minimum Additional GRs topics required for this project: ☒Summary of Work ☒Work Sequence ☒Work Restrictions for Collections ☒Permits ☐Environmental Restrictions and Controls ☒Measurement and Payment (includes Mobilization/Demobilization) ☒Contractors Construction Schedule and Reports ☐Seismic Design Criteria (for those restraints, supports, etc. to be design by the Contractor) ☒Shipping, Storage and Handling ☒Traffic Control ☒Contractor and Engineer’s Field Offices ☒Project Control Management System (PMWeb construction management software) ☐Equipment Service Manuals ☐Equipment and Instrument Database (EID) ☐Training of OC SAN Personnel ☒Hazardous Materials Mitigation and Controls ☐Mold Remediation and Controls 3.0.4 DESIGN SUBMITTALS A. The CONSULTANT shall produce the following design submittals as indicated below in accordance with Exhibit 2 - Design Requirements. If a design submittal is eliminated, then the design submittal shall include the requirements associated with the required design submittal along with the requirements associated with the previous unchecked design submittals. ☒Design Submittal 1 ☒Design Submittal 2 ☒Design Submittal 3 ☒Final Design Submittal B. Continuing Work After Design Submittal Submission ☐CONSULTANT is expected to continue design work on the project while OC SAN staff reviews Design Submittal 1 and Design Submittal 2. For Design Submittal 3, CONSULTANT shall stop all design work until receipt of OC SAN comments on that submittal. ☒CONSULTANT is expected to stop design work on the project until OC SAN staff completes the review of each Design Submittal. 02-11-2022 Project No. 1-23 – Design SOW Page 36 of 52 3.0.5 CONSTRUCTION SUBMITTAL ITEMS LIST ☐OC SAN will develop the Construction Submittal Items List in accordance with Exhibit 2 - Design Requirements. ☒CONSULTANT shall develop the Construction Submittal Items List in accordance with Exhibit 2 - Design Requirements. 3.0.6 TEMPORARY FACILITIES DURING CONTRUCTION ☐Temporary facilities and bypass pumping are not required. ☐Temporary facilities and bypassing during construction are required, as described under the “Temporary Facilities During Construction” paragraph under the Project Elements and shall be described in words on the drawings and technical specifications. ☒Detailed plans and work sequence for temporary facilities, traffic control and bypassing during construction, as described under the “Temporary Facilities During Construction” paragraph under the Project Elements. DESIGN SUPPORT DOCUMENTATION 3.1.1 DESIGN SUBMITTAL SUPPORT DOCUMENTATION A. The CONSULTANT shall provide a Design Submittal Support Documentation in accordance Exhibit 2 - Design Requirements. B. Design Information 1. CONSULTANT shall include the following material with each Design Submittal: a. CONSULTANT shall maintain the Project Logs specified under Phase 2 Project Management through Phase 3. Current copies of all logs shall be included with each Design Submittal. b. Written response log to OC SAN comments on the previous submittal. c. CEQA and Regulatory Compliance Matrix. This matrix shall list each applicable CEQA mitigation requirement and all known permit requirements with the corresponding description of how each requirement is to be satisfied. Measures to satisfy requirements might be in the GRs, Additional GRs, particular specification requirements, or actions taken separately from the construction contract. d. Calculations e. Draft or final Geotechnical Reports. f. Proposed list of suppliers to be named in the specifications for major equipment g. Draft or final Field Findings Reports not submitted in the previous submittal and those revised since the previous submittal. h. Equipment catalog cuts and vendor quotations. i. All memos that have been prepared since the previous submittal was delivered. C. Facility Operation and Maintenance 3.1 02-11-2022 Project No. 1-23 – Design SOW Page 37 of 52 ☒Not required. ☐Update operating philosophies ☐Update estimates of Operation and Maintenance staffing requirements D. Electrical Deign Documentation ☒Electrical design documentation not required. ☐Updated Electrical Load Criticality Table ☐Electrical Analysis Report ☐Load list for all equipment ☐Equipment sizing from three manufacturers for motor control centers, switchgear, transformers, and power panels ☐Lighting calculations ☐Standby generator sizing calculations ☐Ductbank cable pulling tension, derating, and cable tray fill calculations E. Power System Studies ☒ETAP not required. ☐Plant ETAP model for the project performed by OC SAN. ☐Plant ETAP model for the project performed by CONSULTANT. ☐Electrical Systems Analysis Report performed by CONSULTANT. 3.1.2 CONSTRUCTION COST ESTIMATE A. The CONSULTANT shall provide a cost estimate for the associated design submittal indicated below in accordance with Exhibit 2 - Design Requirements. ☒Design Submittal 1 ☒Design Submittal 2 ☒Design Submittal 3 ☒Final Design Submittal 3.1.3 CONSTRUCTION SCHEDULE A. The CONSULTANT shall provide a Preliminary Construction Schedule for the associated design submittal indicated below in accordance with Exhibit 2 - Design Requirements. ☐Construction Schedule is not Required ☒Design Submittal 1 ☒Design Submittal 2 ☒Design Submittal 3 ☒Final Design Submittal 3.1.4 PROCUREMENT ALTERNATIVES A. The CONSULTANT shall recommend the appropriate procurement alternatives as described in Exhibit 2 - Design Requirements. ☒Procurement alternatives not required ☐Procurement alternatives required DESIGN ACTIVITIES 3.2 02-11-2022 Project No. 1-23 – Design SOW Page 38 of 52 The following services shall be provided by the CONSULTANT or an appropriately qualified subconsultant. In any case, the CONSULTANT shall be responsible for managing all subconsultants, including reviewing their work products prior to submission to OC SAN. 3.2.1 EASEMENTS, PROPERTY BOUNDARIES AND WORK AREA LIMITS A. CONSULTANT services related to Easements, Property Boundaries and Work Area Limits on the project are specified in Phase 2 – Preliminary Design and those services shall continue during Phase 3 – Design as required. CONSULTANT shall allocate the budgeted hours between Phase 2 and Phase 3 based on when these services will be required. 3.2.2 TOPOGRAPHIC SURVEY A. CONSULTANT services related to Topographic Survey on the project are specified in Phase 2 – Preliminary Design and those services shall continue during Phase 3 – Design as required. CONSULTANT shall allocate the budgeted hours between Phase 2 and Phase 3 based on when these services will be required. 3.2.3 UTILITY INVESTIGATION A. CONSULTANT services related to Utility Investigation on the project are specified in Phase 2 – Preliminary Design and those services shall continue during Phase 3 – Design as required. CONSULTANT shall allocate the budgeted hours between Phase 2 and Phase 3 based on when these services will be required. B. Final Design Submittal Utility Coordination Reviews 1. During DS3 submittal review, the CONSULTANT shall meet with outside agencies to verify any changes made by agency during final design period and compare them with the Contract Drawings. CONSULTANT shall follow through with due diligence on utilities that do not participate in the USA program, unknown owner of a facility and/or abandoned utilities. 2. During DS3 submittal review, an on-site inspection shall be made in the project area. During the on-site inspection, a senior-level CONSULTANT representative shall walk the site accompanied by OC SAN’s Project Engineer and Supervising Inspector. The CONSULTANT’s representative shall be experienced in the location and identification of utilities in the field. During the on-site inspection the CONSULTANT shall document all visible features that indicate utilities within the project area and compare them with the Contract Drawings. 3.2.4 NOISE EVALUATION SERVICES A. CONSULTANT shall determine if advanced noise evaluation services is required and secure the services of a Subconsultant to prepare a field finding Noise Report, if required. This report shall include the following: 1. Visit site and conduct ambient noise measurements to establish baseline. Assume noise measurements are required at five sites. 2. Identify external sources of noise. 3. Identify potential methods for defining noise impacts. 4. Develop noise model consistent with noise impact assessment methods. 5. Determine exterior noise levels and compliance with assessment standards. 02-11-2022 Project No. 1-23 – Design SOW Page 39 of 52 6. If required, develop mitigation measures to meet design standards. 7. Determine compliance with OSHA’s regulations. 8. If needed, determine mitigation measures to meet OSHA’s requirements. 9. Prepare written report on findings and recommendations. 3.2.5 TRAFFIC CONTROL SERVICES A. CONSULTANT shall determine traffic control requirements and prepare plans and specifications for all construction activities performed within or adjacent to the public ROW. The traffic control plans shall be approved by the AHJ by FDS. Additionally, the Traffic Control designer shall attend City and OC SAN Submittal review meetings, workshops, validation meetings and focus meetings, as needed. 3.2.6 PUBLIC RELATIONS A. CONSULTANT services related to Public Relations on the project are specified in Phase 2 – Preliminary Design and those services shall continue during Phase 3 - Design. The CONSULTANT shall allocate the budgeted hours between the Public Relations services in Phase 2 and Phase 3 based on when these services will be required. 3.2.7 SPECIALTY SERVICE A. CONSULTANT services related to Right of Way and Real Estate on the project are specified in Phase 2 – Preliminary Design and those services shall continue during Phase 3 – Design as required. CONSULTANT shall allocate the budgeted hours between Phase 2 and Phase 3 based on when these services will be required. 3.2.8 ENVIRONMENTAL DOCUMENTATION A. CONSULTANT services related to Environmental Documentation on the project are specified in Phase 2 – Preliminary Design and those services shall continue during Phase 3 - Design. The CONSULTANT shall allocate the budgeted hours between the Environmental Documentation services in Phase 2 and Phase 3 based on when these services will be required. 3.2.9 PERMITTING ASSISTANCE A. CONSULTANT services related to Permitting Assistance on the project are specified in Phase 2 – Preliminary Design and those services shall continue during Phase 3 - Design. CONSULTANT shall allocate the budgeted hours between the Permitting Assistance services in Phase 2 and Phase 3 based on when these services will be required. 3.2.10 PROJECT MANAGEMENT A. CONSULTANT shall be responsible for managing CONSULTANT’s project execution, schedule, budget, subconsultants, and coordination with other projects. CONSULTANT services related to Project Management on the project are specified in Phase 2 – Preliminary Design and those services shall continue during Phase 3 – Design as required. CONSULTANT shall allocate the budgeted hours between Phase 2 and Phase 3 based on when these services will be required. 3.2.11 RISK MANAGEMENT 02-11-2022 Project No. 1-23 – Design SOW Page 40 of 52 A. CONSULTANT shall provide risk management in accordance with Exhibit 4 - Risk Management Requirements. Moderator shall be as specified for Phase 2 – Preliminary Design. B. Risk Management: ☐Not required ☒Required ☒DS1 Risk Workshops: 1 hour (held during OC SAN’s review of DS1 at OC SAN) ☒DS2 Risk Workshops: 1 hour (held during OC SAN’s review of DS2 at OC SAN) ☒DS3 Risk Workshop: 2 hours (held during OC SAN’s review of DS3 at OC SAN) 3.2.12 QUALITY CONTROL A. The CONSULTANT shall provide Quality Control requirements in accordance with Exhibit 6 - Quality Control Requirements. ☒Independent Multi-Discipline Design Workshop is not required. ☐Independent Multi-Discipline Design Workshop is required. (minimum duration of 4 days) DESIGN WORKSHOPS AND MEETINGS 3.3.1 GENERAL A. Workshop and meeting planning, requirements, agendas, and meeting minutes shall be in accordance with Exhibit 5 - Workshop and Meeting Requirements. 3.3.2 DESIGN PHASE WORKSHOPS A. The focus of workshops is to review project progress to date and the technical decisions that have been made in focused meetings. CONSULTANT shall conduct the workshops listed below in Phase 3 – Design. The CONSULTANT shall allow the following time for each workshop: DESIGN PHASE WORKSHOPS WORKSHOP TYPE DURATION Design Kickoff Workshop 2 hours Design Review Meetings 2 hours Design Validation Meetings 4 hours B. The following Design Review Meetings shall include the following topics, as applicable to the project: 1. Civil/Yard 2. Construction C. A single workshop shall be provided for the Design Review Meetings D. During final design, Review and Validation Meetings shall be held after each design submittal. 3.3.3 PRE-DS2 CONSTRUCTABILITY WORKSHOP A. A constructability workshop shall be held prior to the DS2 submittal and shall be a three-day workshop. The constructability review is intended to provide OC SAN with an objective third-party review of the Bid Documents for effectiveness in communicating information to prospective bidders. The review shall determine if the Bid Documents 3.3 02-11-2022 Project No. 1-23 – Design SOW Page 41 of 52 have sufficient information needed to bid and construct the project and avoid misunderstandings and misinterpretations that may lead to conflict, confusion or claims during construction. This review is not a comprehensive plan check, a dimensional check or a value engineering assignment. Further, it is recognized that comments may only be given on the level of detail provided at this level of design. B. Constructability review participants shall include highly experienced individuals from construction companies, OC SAN construction management staff and CONSULTANT construction management staff. Specialty Consultants and discipline engineers may also be included. C. Each constructability review participant shall receive a package at least two weeks in advance. The package shall include plans and specifications, general conditions, the CPM schedule, the construction cost estimate, permits, and other pertinent information. D. The constructability review shall be held on-site. E. Day 1 shall start with a site visit, for the reviewers to acquaint themselves with the site conditions. After the site visit, the CONSULTANT shall make a short presentation, followed by a question-and-answer period. This is anticipated to take about 1/2 day. The second half of Day 1, Day 2, and the first half of day three shall be individual workdays for the Constructability Review Team. The CONSULTANT shall not attend, although one designated individual from the CONSULTANT’s Design Team shall remain to answers questions and gather additional information that the constructability review team might need. F. On the afternoon of Day 3, the CONSULTANT shall return and listen to comments from the Constructability Review Team. A designated individual shall record the comments, and take notes from the workshop, to document the process. G. Topics the Constructability Review Team must consider shall include: 1. Project consistency, discrepancies, and constructability issues 2. Contradictions, bid package strategies, and biddability issues 3. Size critical equipment requirements and constraints 4. Utility company requirements 5. Construction methods and mitigating impacts 6. Access for maintenance 7. Access to make proper connections 8. User-friendliness and safety 9. Coordination with other projects 10. Draft Commissioning Plan 11. Public nuisance issues 12. Risk sharing 13. Construction sequencing and schedule, materials storage and work zone accessibility 14. Clarity of the scope of work, and interface activities 15. Impacts on existing operation 02-11-2022 Project No. 1-23 – Design SOW Page 42 of 52 16. Access 17. Cost control 18. Partnering with contractor 19. Other local conditions and constraints H. The Constructability Review Team shall provide a list of comments and the CONSULTANT shall respond to each comment, selecting those comments to be included in the final plans and specifications. I. To facilitate the Constructability Review Workshop, CONSULTANT shall complete the following tasks: 1. Prepare package for constructability review participants, see 3.3.3.C. 2. Prepare presentation on the project for the Constructability Review Team. 3. Meet with Constructability Review Team to receive comments. 4. Provide listing of constructability review comments and action taken on each comment. (The summary report of constructability review comments shall be prepared by the Constructability Review Team.) J. All comments and recommendations of the workshop shall be incorporated into the Bid Documents at no additional cost to OC SAN. 3.3.4 DESIGN PHASE MEETINGS A. Technical Progress Meetings 1. Technical Progress Meetings shall be held every four weeks for two hours to review various issues with OC SAN’s project team. A total of twenty meetings shall be held during Design Phase. The CONSULTANT shall coordinate with the OC SAN Project Manager to determine what topics will be covered in what meetings, and what OC SAN and CONSULTANT team members are required for each. B. Focused Meetings 1. Focused meetings shall be held throughout preliminary design to discuss specific issues in detail and generate comments and direction from OC SAN staff. Assume one-hour virtual weekly meetings unless noted otherwise. The following tentative list of topics may be covered in these meetings: a. Site survey b. Site meetings (traffic, site walk, public outreach, cleaning, etc.). Assume five two-hour in person meetings. c. Site utility coordination d. Geotechnical report e. Quality control plan f. Common names for facilities g. Hydraulics and Hydraulic Modeling h. Process Flow diagram/Operating Philosophy (several meetings as needed) 02-11-2022 Project No. 1-23 – Design SOW Page 43 of 52 i. Permits j. Confined space and other safety requirements k. Survey and geotechnical requirements l. Potholing m. Hazardous Area classification (with OC SAN Authority Having Jurisdiction representative participating) n. Utilities and utility tie-ins o. Technical Definitions/equipment data sheets p. Bypassing (several meetings as necessary) q. Construction sequencing r. Special studies (including sonar, noise and flow monitoring) s. Coordination with other projects t. Additional meetings as necessary 2. Each meeting shall generally be two-four hours in length. CONSULTANT shall determine how many meetings will be needed to cover these topics. CONSULTANT may suggest additional topics as necessary. Supplementary meetings may be scheduled with OC SAN staff, as necessary to allow coordination between the CONSULTANT and OC SAN staff. 3.3.5 CONSULTANT OFFICE TECHNICAL MEETINGS (COTMS) A. OC SAN has found it mutually beneficial to visit the CONSULTANT offices from time to time to observe the detailed design in process, answer detailed technical questions, and establish lines of communications with CONSULTANT staff. During the Design Phase, CONSULTANT shall arrange for OC SAN staff to meet in CONSULTANT’s work center and audit “over the shoulder” design reviews with CONSULTANT’s staff. The reviews will be monitored by a member of CONSULTANT’s Management Team. Signification decisions will be reported to Consultants Project Manager and OC SAN’s Project Manager and logged into the Decision Log. Action items will be identified. B. The CONSULTANT shall schedule, at a minimum, the following CONSULTANT Office Technical Meetings (COTMs): 1. Two four-hour visits to review CONSULTANT Implementation of CAD standards. 2. One two-hour follow up visits for the above. C. The CONSULTANT shall schedule each of the above COTMs and shall coordinate with OC SAN’s Project Manager to be sure the correct personnel participate in the meetings. The CONSULTANT may propose additional, eliminate, or combine COTMs as needed to support the detailed design. D. OC SAN may also request additional “over the shoulder” design review meetings to audit the design in other areas not listed above. 3.3.6 COORDINATION WITH OTHER PROJECTS MEETINGS A. The project shall be a complete and fully functional facility that is integrated with existing facilities and coordinated with other construction projects. CONSULTANT shall 02-11-2022 Project No. 1-23 – Design SOW Page 44 of 52 coordinate potential conflicts with the following adjacent projects and participate in the number of meetings indicated in the following table: PROJECT COORDINATION MEETINGS PROJECT PROJECT DESCRIPTION COORDINATION MEETINGS P1-105 Headworks Rehabilitation at Plant 1 2 meetings @ 1 hour 1-24 Greenville Sub-Trunk Improvements 2 meetings @ 2 hours FE19-04 Sunflower Pump Replacement at Plant 1 1 meeting @ 1 hour One Metro West 15-acre mixed-use community development north of the 405 freeway in Costa Mesa. 2 meetings @ 1 hour 3.3.7 SAFETY AND RISK MEETING A. One two-hour meeting with OC SAN Safety and Risk Management personnel between DS2 and DS3 to review the plans and specifications in accordance with OC SAN safety policies and OC SAN Risk Management goals. 3.3.8 CONSTRUCTION SUBMITTAL ITEMS LIST MEETING A. One two hour meeting with OC SAN between DS2 and DS3 to review the CONSULTANT’s approach to developing the project Construction Submittal Items List using the CONSULTANT-provided specifications and discuss the grouping of submittals in commissioning packages and phases. One two-hour meeting with OC SAN between DS3 and FDS to review the Construction Submittal Items List. 3.3.9 STORMWATER COMPLIANCE MEETING A. A formal one-hour meeting shall be held with OC SAN’s stormwater compliance staff to review the project scope and identify all issues during and after construction affecting compliance with stormwater regulatory requirements and OC SAN’s policies and practices. BID PHASE SUPPORT SERVICES 3.4.1 BID PHASE SUPPORT SERVICES A. CONSULTANT shall provide the following bid period services: 1. Participate in the pre-bid meeting. 2. Prepare project drawing set and project specification addenda to provide clarification and resolve errors and omissions identified prior to bid opening. 3.4.2 BID EVALUATION ASSISTANCE A. Participate in reviewing alternate equipment proposals from the Contractor, if applicable. 3.4 02-11-2022 Project No. 1-23 – Design SOW Page 45 of 52 B. Participate in the evaluation of the submitted bids, furnish consultation and advice to OC SAN staff and assist with all the related equipment, cost, and other analyses as required to finalize the award decision. 02-11-2022 Project No. 1-23 – Design SOW Page 46 of 52 3.4.3 CONFORMED DOCUMENT PREPARATION A. Within four weeks of the bid date, prepare conformed documents set (drawings, databases, specifications, and other required materials) that incorporates the addenda. See Engineering Design Guidelines, Chapter 01, Design Guidelines – General Requirements, Section 01.4 “Preparation of Project Deliverables” for requirements as modified in Section V of this Scope of Work, “Project-Specific Deviations from OC SAN Design Guidelines” and the requirements of the CAD Manual). 4. PHASE 4 – CONSTRUCTION AND INSTALLATION SERVICES Not in this Scope of Work. 5. PHASE 5 – COMMISSIONING SERVICES Not in this Scope of Work. 6. PHASE 6 – CLOSE OUT Not in this Scope of Work. 7. GENERAL REQUIREMENTS GENERAL 7.0.1 OC SAN ENGINEERING DESIGN GUIDELINES AND STRATEGIC PLAN A. CONSULTANT shall refer to and adhere to the requirements of OC SAN Contractor Safety Standards, OC SAN Engineering Design Guidelines, any deviations to the Engineering Design Guidelines listed below, and other OC SAN’s Design Standards referenced therein. Exhibit 16 - Spec Review using Microsoft Word and Teams B. Exhibit 17 - OC SAN Engineering Design Guidelines and Standards – Available online at https://www.ocsd.com/about-us/transparency/document-central/-folder-917 is a complete set of the OC SAN Contractor Safety Standards and OC SAN Design Standards, the latest edition at the time of the design proposal stage. C. The Engineering Guidelines define what plant design concepts/tools/methods and project management requirements shall be adhered to and in what manner they shall be used/provided by Consultants, e.g., requirements regarding design concepts, submittals, documentation details, use of OC SAN Master Specifications, and other related OC SAN Standards, etc. D. Refer also to Section “CONSULTANT’s Responsibilities” in OC SAN Engineering Design Guidelines Chapter 01. Refer to “Master Specifications Instructions for Use” that mandates rules and conventions to be used in all OC SAN project specifications. E. The project Scope of Work defines whether or not each specific deliverable described in the Guidelines shall be part of the project and when each task shall take place. F. The project Scope of Work also includes requirements that supplement and/or modify the Guidelines requirements for this project. G. The project Scope of Work and OC SAN Engineering Design Guidelines impact CONSULTANT’s project cost. 7.0 02-11-2022 Project No. 1-23 – Design SOW Page 47 of 52 H. Except as specified in this Scope of Work, design of all facilities shall conform to the recommendations of the currently approved Master Plan for OC SAN facilities. The project shall also incorporate all applicable mitigation measures included in associated environmental documents and site-specific local requirements. I. In addition, OC SAN will require the CONSULTANT to follow subsequent revisions of OC SAN Contractor Safety Standards, OC SAN Engineering Design Guidelines and other OC SAN Design Standards up to transmittal by OC SAN of comments on Design Submittal 2, shall be incorporated into the Design by CONSULTANT with no increase in CONSULTANT’s Not-to-Exceed upper limit on fees. J. OC SAN may update OC SAN’s Master Specifications and/or add new OC SAN Master Specifications up to transmittal by OC SAN of comments on Design Submittal 2. The CONSULTANT shall utilize the new and/or modified Master Specifications for the DS3 submittal. K. The CONSULTANT shall not begin editing the project specifications until the project team meets with OC SAN’s Design Standards Custodian to discuss and receive comments regarding the CONSULTANT’s proposed list of project specifications (assume two hours). This meeting will be used to determine which specifications are to use OC SAN’s master specifications, and where other sources will be utilized. 7.0.2 PROJECT PHASES AND TASKS A. Project tasks and deliverables shall include the requirements described in this Scope of Work. CONSULTANT shall also refer to Appendix A of OC SAN Engineering Design Guidelines for the level of detail requirements for individual deliverables in each Phase of the project not covered in the Scope of Work. 7.0.3 CONSTRUCTION SEQUENCING AND CONSTRAINTS A. CONSULTANT shall develop with OC SAN staff and include in the Bid Documents detailed requirements for construction sequencing and constraints. These shall ensure safe and reliable operation and maintenance of OC SAN facilities. The facilities must be kept on-line and fully operational with minimal interruptions throughout construction. B. Meetings with OC SAN staff shall be scheduled from Monday through Thursday between the hours of 8:00 AM and 4:00 PM. Any CONSULTANT staff working on-site shall conform to OC SAN work schedules. CONSULTANT shall refer to the Engineering Design Guidelines, Chapter 01, Section 01.3.5 “CONSULTANT Inspection of Treatment Facilities” for further requirements. 7.0.4 STANDARD DRAWINGS AND TYPICAL DETAILS A. All the details used in the project (OC SAN’s Standard Drawings, City or Agency Standard Drawings, and CONSULTANT-developed typical details) shall be shown on the Plans. 7.0.5 SOFTWARE A. The CONSULTANT is expected to develop and provide the deliverables using the standard software currently approved for use by OC SAN. The standard OC SAN software includes, but is not limited to, the following: 1. Windows Professional 2. Esri software (fGDB, pGDB or shapefile formats) 3. Microsoft Internet Explorer -- 02-11-2022 Project No. 1-23 – Design SOW Page 48 of 52 4. Autodesk software (AutoCAD, AutoCAD Map3D or compatible dwg file format) 5. Microsoft Office, including MS Teams 6. Maximo 7. Bluebeam Revu eXtreme 8. Primavera P6 for scheduling 9. Innovyze ICM Hydraulic Model 10. Database software as defined elsewhere in the project Scope of Work B. Any software that the CONSULTANT needs to comply with these standards shall be purchased and maintained by the CONSULTANT at no additional cost to OC SAN. In the event OC SAN provides the CONSULTANT with access to OC SAN software and hardware at an OC SAN facility in order to facilitate performance of their work, all software shall remain the property of OC SAN. Only software licensed to OC SAN shall be installed on OC SAN equipment. In addition, only OC SAN IT Department staff will perform the installation of this software. 7.0.6 SUBMITTAL REVIEW USING BLUEBEAM A. OC SAN has standardized on the use of Bluebeam Revu for reviewing and providing comments to PDF files. PDF files will be hosted in a Bluebeam cloud-based studio session for review. See Exhibit 15 - Bluebeam Designer User Training for a detailed explanation on how Bluebeam will be used to provide, validate, and close submittal review comments. B. Prior to submitting electronic PDF files, format them as indicated in Exhibit 14 - Bluebeam Designer Training for Submission and “OC SAN CAD Standards Manual” prior to submission. C. A one-hour training session on the use of Bluebeam and custom status menu will be provided by OC SAN. All Consultant team members responsible for quality control and reconciliation of submittal comments shall attend. 7.0.7 WORD TRACK CHANGES A. Specifications documents and other MS-Word based deliverables will be hosted in OC SAN Teams environment for review. The guidelines for reviewing and commenting on MS-Word files, including Specifications reviews, can be found in Exhibit 16 - Spec Review using Microsoft Word and Teams. 7.0.8 GIS SUBMITTALS A. Consultant shall provide the following GIS deliverables propagated from approved design submittals after the design submittal is accepted. These GIS submittals will not be reviewed or presented by Consultant. The purpose is to provide project specific GIS layers that could be used to visualize interproject dependencies and conflicts. 1. Electronic Submittal a. Kmz files for use with Google Earth 2. Final PDR a. Single project boundary (Polygon) 02-11-2022 Project No. 1-23 – Design SOW Page 49 of 52 (1) Boundary to encompass all new facilities and existing to be modified including: • Buildings\Structures • Tunnels • Utilities • Pavement • Street boundary (ROW to ROW) of possible alignment b. Structures (Polygon) • New structure outline • Additions to existing structures • Structure label 3. DS1 a. Project boundary - updated from PDR b. Structures - updated from PDR c. Utilities (Polyline) (1) Utility alignment d. Manholes (Point) e. Excavation of pits (Polygon) (1) Pits that will stay open for extended duration (2) CIPP (3) Tunnel - jacking and receiving (4) All pits should be labeled 4. DS2, DS3, and FDS a. Project boundary - updated from previous DS b. Structures - updated from previous DS c. Utilities - updated from previous DS d. Manholes - updated from previous DS e. Excavation of pits - updated from previous DS f. Critical (as defined by Dig Alert) utility crossings (Point) (1) Crossing of Dig Alert critical utilities (2) Critical utility label • Natural gas • Fuel pipeline • 12 kV Electrical g. Asphalt (Polygon) (1) Asphalt to be replaced 02-11-2022 Project No. 1-23 – Design SOW Page 50 of 52 7.0.9 PMWEB PROCEDURES A. This Agreement shall utilize PMWeb as the Project Control Management System (PCMS) for overall management of the Agreement. All PCMS related documents requiring formal signatures shall be digital, and all copies digitally distributed. The PCMS conforms to the requirements set forth in California Government Code section 16.5 regarding digital signatures; therefore, digital signatures are in full force and effect and are legally the same as a hand-written signature. At least one PCMS account shall have the authority to approve Amendments. B. OC SAN shall maintain the PCMS and serve as the administrator for the duration of this Agreement. OC SAN will provide the CONSULTANT with user access for approved personnel as needed for the duration of the Agreement. OC SAN shall control access to the PCMS by assigning user profiles and login credentials. Notify OC San of any changes to personnel. Access modifications shall be coordinated as needed throughout the Agreement. Do not to share PCMS account passwords with anyone inside or outside of the company. C. Routine maintenance of the PCMS system may be required during the Agreement. Access to the PCMS system may be restricted or unavailable at these times and will be scheduled outside of typical working hours whenever possible. D. The PCMS is a web-based environment and is therefore subject to the inherent speed and connectivity problems of the Internet. The CONSULTANT is responsible for its own connectivity to the Internet. PCMS response time is dependent on the CONSULTANT’s equipment, including processor speed, Internet access speed, Internet traffic, etc. E. OC SAN will not be liable for any delays associated with the utilization of the PCMS including, but not limited to: slow response time, down time periods, connectivity problems, or loss of information. F. The OC SAN will provide a one-time free training session of up to two (2) hours to train CONSULTANT’s designated staff on general system requirements, procedures, and methods. G. Automated system notifications generated via PCMS (e.g. in-system notices, system generated email, or email with attachment) shall constitute a formal written notification in compliance with the Professional Design Service Agreement (PDSA). 8. PROJECT-SPECIFIC DEVIATIONS FROM OC SAN DESIGN GUIDELINES (NOT USED) 9. STAFF ASSISTANCE OC SAN staff member or designee assigned to work with CONSULTANT on the design of this project is Victoria Pilko at (714) 454-4192, e-mail to: vpilko@ocsan.gov. 10. EXHIBITS Exhibit 1 - Preliminary Design Report Requirements Exhibit 2 - Design Requirements Exhibit 3 - Project Management Requirements 02-11-2022 Project No. 1-23 – Design SOW Page 51 of 52 Exhibit 4 - Risk Management Requirements Exhibit 5 - Workshop and Meeting Requirements Exhibit 6 - Quality Control Requirements Exhibit 7 - Design Submittal Requirements Matrix Exhibit 8 - Project Schedule Calculation Exhibit 9 - Deliverables Quantities Exhibit 10 - Sample Construction Cost Estimate Format Exhibit 11 - Sample Full Project Safety Review Plan Exhibit 12 - Sample Risk Management Check List Exhibit 13 - MMRP Log Template Exhibit 14 - Bluebeam Designer Training for Submission Exhibit 15 - Bluebeam Designer User Training Exhibit 16 - Spec Review using Microsoft Word and Teams Exhibit 17 - OC SAN Engineering Design Guidelines and Standards – Available online at https://www.ocsd.com/about-us/transparency/document-central/-folder-917 Exhibit 18 – Overall Project Map Exhibit 19 - Project Reference Material 19.A. Project No. 1-1 Record Drawings 19.B. Project No. 1-1-A Record Drawings 19.C. Project No. 1-15R Record Drawings 19.D. Project No. 14-1-1A-2 and 1-16 Record Drawings 19.E. Project No. 1-17 Record Drawings 19.F. Project No. 1-17 TM 1 – Design Parameters 19.G. Project No. 1-17 TM 2 – Record Investigation and Easement Documents 19.H. Project No. 1-17 TM 3 – Hydraulic Modeling 19.I. Project No. 1-17 TM 4 – Odor Monitoring and Mitigation 19.J. Project No. 1-17 TM 5 – Manhole and Pipeline Inspections and Condition Assessment 19.K. Project No. 1-17 TM 6 – Planning Level Rehabilitation Recommendation 19.L. Project No. 1-17 Preliminary Geotechnical Evaluation 19.M. Manhole CCTV Reports (2021) 19.N. Pipeline CCTV Reports (2021) 19.O. Condition Assessment Report for Santa Ana Trunk Line Between Manholes SAN0140 and SAN0190 (2020) 19.P. Corrosion Assessment Summary Report SAN0045 to SAN0110 (2019) 19.Q. Santa Ana Trunk Sewer Inspection Report (2002) 02-11-2022 Project No. 1-23 – Design SOW Page 52 of 52 19.R. Talbert Trunk Line – Rights Analysis 19.S. Connection Permits Exhibit 20 - NOT USED Exhibit 21 - NOT USED Exhibit 22 - NOT USED Exhibit 23 - NOT USED Exhibit 24 - NOT USED Exhibit 25 - NOT USED Exhibit 26 - NOT USED Exhibit 27 - NOT USED Exhibit 28 - NOT USED CF:VP:dm 3/29/2022 1 Presented by: Marianne Kleine Engineering Supervisor Operations Committee April 6, 2022 Santa Ana Trunk Sewer Rehabilitation Project No. 1‐23 Consultant Award 2 Project Location: Cities of Costa Mesa and Santa Ana Costa Mesa Santa Ana Alton Ave Fa i r v i e w St Br i s t o l St Ha r b o r Bl v d MacArthur Blvd Sunflower Ave Project No. 1‐23 Santa Ana Trunk 1 2 3/29/2022 2 •Built in the early 1950s •Severe deterioration: •Exposed aggregate and reinforcement steel •Infiltration •Liner and coating delamination What is the Problem? 42” at SAN0155-0000 2020 3 Liner peeling off at SAN0145‐0000 4 What is the Solution? Water or Steam •Cured‐in‐place Pipe Rehabilitation (CIPP) •Manhole Rehabilitation 3 4 Refrigerated Truck 3/29/2022 3 5 •Four proposals received •Interviews conducted with top two firms •Stantec Consulting Services, Inc. selected •Clear project understanding •Experienced Project Team •Detailed implementation plan to meet project goalsSelection Process 6 Negotiations Original Proposal Negotiated Total Hours 15,425 17,211 Total Fee $3,667,767 $3,880,000 •Clarified scope of work and design assumptions •Added 28 drawings (bypass, pavement restoration, details) •Ensured proper scope and level of effort are appropriate for the work 5 6 3/29/2022 4 7 Recommend to the Board of Directors to: A. Approve a Professional Design Services Agreement with Stantec Consulting Services, Inc. to provide engineering services for Santa Ana Trunk Sewer Rehabilitation, Project No. 1‐23, for an amount not to exceed $3,880,000; and B. Approve a contingency of $388,000 (10%). Recommendation Questions ? 8 7 8 OPERATIONS COMMITTEE Agenda Report Administration Building 10844 Ellis Avenue Fountain Valley, CA 92708 (714) 593-7433 File #:2022-2070 Agenda Date:4/6/2022 Agenda Item No:6. FROM:James D. Herberg, General Manager Originator: Kathy Millea, Director of Engineering SUBJECT: SUPPLEMENTAL ENGINEERING SERVICES, CONTRACT NO. PSA2021-002 GENERAL MANAGER'S RECOMMENDATION RECOMMENDATION: Recommend to the Board of Directors to: Approve Professional Services Agreements to provide Supplemental Engineering Services, Contract No. PSA2021-002, for a three-year period commencing May 1, 2022, through April 30, 2025, with two one-year renewal options, for an amount not to exceed $29,700,000 per individual agreement with the following two firms: ·AECOM Technical Services, Inc. ·Jacobs Project Management Co. BACKGROUND Orange County Sanitation District’s (OC San’s) Engineering Department includes 99 full time staff in a variety of engineering, inspection, administrative, and engineering support roles, plus 13 supervisors, four managers, and the Director of Engineering. The department manages the execution of the Capital Improvement Program (CIP), as well as many of the more complex repair projects. Using its project controls staff and program management tools, the Engineering Department forecasts staffing levels over the next 20 years to deliver the program. To ensure that projects are completed on time and properly controlled, OC San has been utilizing supplemental engineering services agreements. The benefits of this approach, as opposed to hiring full-time staff or limited-term employees, include the ability to adjust staffing levels for a variety of disciplines from month-to-month and year-to-year, access to certain engineering disciplines, specialists, and technical experts needed only intermittently, and rapid mobilization of highly skilled technical resources for third party reviews such as value engineering and constructability reviews. RELEVANT STANDARDS ·Ensure the public’s money is wisely spent ·Sustain 1, 5, 20-year planning horizons ·California Government Code §4526: Select the “best qualified firm” and “negotiate fair and Orange County Sanitation District Printed on 3/29/2022Page 1 of 4 powered by Legistar™ OC6SAN ORANGE COUNTY SANITATION DISTRICT File #:2022-2070 Agenda Date:4/6/2022 Agenda Item No:6. equitable fees” PROBLEM OC San anticipates a $1.5 billion CIP from July 2022 through June 2027. Although staff intends to request additional positions in the proposed Fiscal Year 2022-23 and 2023- 24 budget, the projected workload will still exceed the number of staff. The current supplemental engineering support agreement with Jacobs Project Management Co. started in July 2016 and may be extended no later than June 2023.A similar agreement with Jacobs Project Management was in effect between May 2012 and June 2016. PROPOSED SOLUTION Approve two Professional Services Agreements to provide Supplemental Engineering Services for up to a five-year period ending in April 2027. When OC San identifies the need for supplemental professional resources,whether to complete a specific task or fill a project or program role,the two firms will be requested to propose appropriately qualified staff.OC San will then determine the most appropriate team for the assignment,and either authorize the person or persons to fill the project role or negotiate the budget and schedule for the task. Staff will provide quarterly reports to the Board of Directors on the utilization of the Supplemental Engineering Services contracts. TIMING CONCERNS Although the existing Supplemental Engineering Services agreement with Jacobs could be terminated in June 2022,an overlapping period between the existing contract and the new contracts will allow existing assignments to either be completed in the coming year or migrated through a phased approach before the existing contract expires. RAMIFICATIONS OF NOT TAKING ACTION Without the necessary engineering resources,projects will have to be delayed,and certain specialty services will need to be separately procured as needed,resulting in delays and additional administrative costs. PRIOR COMMITTEE/BOARD ACTIONS N/A Orange County Sanitation District Printed on 3/29/2022Page 2 of 4 powered by Legistar™ File #:2022-2070 Agenda Date:4/6/2022 Agenda Item No:6. ADDITIONAL INFORMATION Consultant Selection: OC San requested and advertised for proposals for Supplemental Engineering Services,Contract No.PSA2021-002,on September 21,2021.The following evaluation criteria were described in the Request for Proposals and used to determine the most qualified Consultant. CRITERION WEIGHT Project Understanding and Approach 25% Related Project Experience 40% Project Team and Staff Qualifications 35% Three proposals were received on November 17,2021 and evaluated in accordance with the evaluation process set forth in OC San’s Purchasing Ordinance by a pre-selected Evaluation Team consisting of OC San staff:three Engineering Managers,one Engineering Supervisor,and one Construction Inspection Supervisor.The Evaluation Team also included one non-voting representative from the Contracts Administration Division. The Evaluation Team scored the proposal on the established criteria as summarized in the table below: Firm Approach (Max 25)Related Experience (Max 40) Team (Max 35) Total Score (Max 100) 1 Jacobs Project Management Co. 24 38 32 94 2 AECOM Technical Services 19 29 25 73 3 WSP USA, Inc.16 26 20 62 Based on this scoring,all three Consultants were shortlisted for interviews on December 16,2021. Following the interviews,each member of the Evaluation Team scored the Consultants based on both the proposals and interviews using the evaluation criteria and weighting described above. Based on the scoring shown below,Jacobs Project Management Co.and AECOM Technical Services were selected as the most qualified Consultants. Firm Approach (Max 25)Related Experience (Max 40) Team (Max 35) Total Score (Max 100) 1 Jacobs Project Management Co. 25 38 32 95 2 AECOM Technical Services 19 30 27 76 3 WSP USA, Inc.14 21 19 54 Orange County Sanitation District Printed on 3/29/2022Page 3 of 4 powered by Legistar™ File #:2022-2070 Agenda Date:4/6/2022 Agenda Item No:6. Jacobs Project Management Co.demonstrated a very impressive pool of professionals experienced in the type of work required and presented an approach for managing resource requests and supervising resources which has proven highly effective in the existing Supplemental Engineering Services agreement.AECOM Technical Services documented a deep bench of professionals with relevant experience,demonstrated experience with similar agreements with other agencies,and provided a good approach to supervising on-site staff. Review of Fee Proposal and Negotiations: Proposals were accompanied by sealed fee proposals.In accordance with OC San’s Purchasing Ordinance,the fee proposals of only the two highest-ranked firms were opened after approval by the Director of Engineering of the Evaluation Committee’s recommendation. Staff conducted negotiations with Jacobs Project Management Co.and AECOM Technical Services to confirm fringe and overhead rates and resolve payment terms, insurance, and indemnification. The Consultant’s fringe and overhead costs,which factor into the billing rate,have been substantiated.The contract profit is 5.0%,which is based on an established formula based on OC San’s standard design agreements.Based on this,staff has determined that the final negotiated payment terms are fair and reasonable and recommends award of the Professional Services Agreements to Jacobs Project Management Co. and AECOM Technical Services. Contract Value: Staff has estimated that,on average,the equivalent of 32 full time staff will be required over the maximum 5-year period of these contracts.Assignments will be made on a case-by-case basis,so fees earned by one firm could be more than the other firm.For this reason,staff is proposing the contract limit for each firm be approximately 60 percent of the total expected fees associated with the 32 full-time equivalents. CEQA N/A FINANCIAL CONSIDERATIONS This request complies with authority levels of OC San’s Purchasing Ordinance.The budgeted cost for the proposed Professional Service Agreements is contained within the approved CIP project budgets and no additional funding is necessary. ATTACHMENT The following attachment(s)may be viewed on-line at the OC San website (www.ocsan.gov)with the complete agenda package: ·Professional Services Agreement ·Presentation JM:DF:jw Orange County Sanitation District Printed on 3/29/2022Page 4 of 4 powered by Legistar™ PSA PSA2021-002-1 Revised 110221 SUPPLEMENTAL ENGINEERING SERVICES Page 1 of 19 PROFESSIONAL SERVICES AGREEMENT THIS AGREEMENT, is made and entered into to be effective the 1st day of May, 2022, by and between the ORANGE COUNTY SANITATION DISTRICT, hereinafter referred to as "OC SAN", and AECOM TECHNICAL SERVICES, INC., for purposes of this AGREEMENT hereinafter referred to as "CONSULTANT". OC SAN and CONSULTANT are referred to herein collectively as the "Parties" or individually as a "Party." WITNESSETH: WHEREAS, OC SAN desires to engage a consultant for Supplemental Engineering Services, PSA2021-002-1, to provide qualified staff as described in Attachment “A”, Scope of Work; and Attachment “A1”, Rules of Engagement, and, WHEREAS, CONSULTANT is qualified to provide the necessary services in connection with these requirements and has agreed to provide the requisite personnel and experience, and is capable of performing such services; and, WHEREAS, OC SAN has adopted procedures for the selection of professional services and has proceeded in accordance with said procedures to select a CONSULTANT to perform this work; and, WHEREAS, OC SAN shall manage selection of a Consultant for Task Order(s) when requested after award of this AGREEMENT based on the most appropriate qualifications and fit; and, WHEREAS, at its regular meeting on April 27, 2022 the Board of Directors, by Minute Order, accepted the recommendation of the Operations Committee to approve this AGREEMENT between OC SAN and CONSULTANT. NOW, THEREFORE, in consideration of the promises and mutual benefits, which will result to the parties in carrying out the terms of this AGREEMENT, it is mutually agreed as follows: 1. SCOPE OF WORK CONSULTANT agrees to furnish necessary professional services to accomplish the Scope of Work attached hereto as "Attachment A". Attachment “A” is hereby incorporated into this AGREEMENT. In the event of a conflict between the Scope of Work and this AGREEMENT, the terms of this AGREEMENT shall prevail. 2. COMPENSATION Total compensation shall be paid to CONSULTANT for services in accordance with the following provisions: PSA PSA2021-002-1 Revised 110221 SUPPLEMENTAL ENGINEERING SERVICES Page 2 of 19 A. Time and Material: Not to Exceed Aggregate Amount OC SAN shall compensate CONSULTANT for services performed under this AGREEMENT on a time and materials basis, not to exceed a maximum aggregate amount of Twenty-Nine Million Seven Hundred Thousand Dollars ($29,700,000) (“Total Compensation”) during the term of the AGREEMENT. B. Hourly Rates As a portion of the total compensation to be paid to CONSULTANT, OC SAN shall pay to CONSULTANT a sum equal to the burdened salaries (salaries plus benefits, overhead, and profit) actually paid by CONSULTANT charged on an hourly-rate basis to this project and paid to the personnel of CONSULTANT per Attachment “E”. OC SAN shall also pay to CONSULTANT a sum equal to the premium costs for overtime, charged on an hourly-rate basis, actually paid by CONSULTANT to the non-exempt personnel of CONSULTANT plus profit. Premium costs for overtime will not include fringe and overhead. Attachment “E” is hereby incorporated by reference. Upon request of OC SAN, CONSULTANT shall provide OC SAN with certified payroll records of all employees’ work that is charged to this AGREEMENT. C. Overhead i. “Field Staff” are defined as project-assigned staff by CONSULTANT, working at OC SAN’s facilities for a project-assigned period exceeding ninety (90) continuous calendar days. The overhead rates for Field Office Staff are included in Attachment “E”. ii. “Home Office Staff” are defined as staff assigned by CONSULTANT, supporting the project-assigned work, either by working at CONSULTANT’s or Subconsultant’s offices or at OC SAN’s site for periods less than ninety (90) continuous calendar days. The overhead rates for Home Office Staff are included in Attachment “E”. D. Profit Profit for CONSULTANT and Subconsultants shall be five percent (5%). Addenda shall be governed by the same maximum Profit percentage. As a portion of the total compensation to be paid to CONSULTANT and Subconsultants, OC SAN shall pay profit for all services rendered by CONSULTANT and Subconsultants for this AGREEMENT. E. Subconsultants For all Subconsultants, CONSULTANT may pay to Subconsultants total compensation on an hourly-rate basis per Attachment “E” – Fee Proposal and as specified in the Scope of Work. The SANITATION DISTRICT shall pay to CONSULTANT the actual costs of Subconsultants, without markup. PSA PSA2021-002-1 Revised 110221 SUPPLEMENTAL ENGINEERING SERVICES Page 3 of 19 F. Escalation For purposes of calculating hourly billing rates of CONSULTANT employees and any Subconsultant employees performing services under this AGREEMENT, the Maximum Hourly Rate as defined in Attachment “E” shall be adjusted annually based on the Employment Cost Index (ECI) of Los Angeles-Long Beach- Anaheim, California as of July 1 of each year. This rate is from the United States Department of Labor Bureau of Labor Statistics. The annual adjustments shall not exceed three percent (3%). The first hourly rate escalation will occur July 1, 2023. G. Reimbursable Direct Costs OC SAN will reimburse the CONSULTANT for reasonable travel and business expenses as described in this section and further described in Attachment “D” - Allowable Direct Costs to this AGREEMENT. The reimbursement of the above mentioned expenses will be based on an “accountable plan” as considered by Internal Revenue Service (IRS). The plan includes a combination of reimbursements based upon receipts and a “per diem” component approved by IRS. The most recent schedule of the per diem rates utilized by OC SAN can be found on the U.S. General Service Administration website at http://www.gsa.gov/portal/category/104711#. The CONSULTANT shall be responsible for the most economical and practical means or management of reimbursable costs inclusive but not limited to travel, lodging and meals arrangements. OC SAN shall apply the most economic and practical method of reimbursement which may include reimbursements based upon receipts and/or “per diem” as deemed the most practical. CONSULTANT shall be responsible for returning to OC SAN any excess reimbursements after the reimbursement has been paid by OC SAN. Travel and travel arrangements – Any travel involving airfare, overnight stays or multiple day attendance must be approved by OC SAN in advance. Local Travel is considered travel by the CONSULTANT within OC SAN geographical area which includes Orange, Los Angeles, Ventura, San Bernardino, Riverside, San Diego, Imperial and Kern Counties. Automobile mileage is reimbursable if CONSULTANT is required to utilize personal vehicle for local travel. Lodging – Overnight stays will not be approved by OC SAN for local travel. However, under certain circumstances overnight stay may be allowed at the discretion of OC SAN based on reasonableness of meeting schedules and the amount of time required for travel by the CONSULTANT. Such determination will be made on a case-by-case basis and at the discretion of OC SAN. Travel Meals – Per-diem rates as approved by IRS shall be utilized for travel meals reimbursements. Per diem rates shall be applied to meals that are appropriate for travel times. Receipts are not required for the approved meals. PSA PSA2021-002-1 Revised 110221 SUPPLEMENTAL ENGINEERING SERVICES Page 4 of 19 Additional details related to the reimbursement of the allowable direct costs are provided in the Attachment “D” - Allowable Direct Costs of this AGREEMENT. OC SAN shall also pay to CONSULTANT actual costs for equipment rentals, leases or purchases with prior approval of OC SAN. OC SAN will not pay per diem for Field Office Staff nor will it pay for any relocation of staff to be assigned under this AGREEMENT. H. Limitation of Costs If, at any time, CONSULTANT estimates the cost of performing the services described in any of CONSULTANT’s Task Authorizations will exceed seventy-five percent (75%) of the not-to-exceed amount of the Task Authorization, CONSULTANT shall notify OC SAN immediately, and in writing. This written notice shall indicate the additional amount necessary to complete the services. Any cost incurred in excess of the approved not-to-exceed amount, without the express written consent of OC SAN’s authorized representative shall be at CONSULTANT’s own risk. This written notice shall be provided separately from, and in addition to any notification requirements contained in the CONSULTANT’s invoice and monthly progress report. Failure to notify OC SAN that the services cannot be completed within the authorized not-to-exceed amount is a material breach of this AGREEMENT. 3. REALLOCATION OF TOTAL COMPENSATION OC SAN, by its Director of Engineering, shall have the right to approve a reallocation of the incremental amounts constituting the Total Compensation, provided that the Total Compensation is not increased. 4. KEY POSITIONS CONSULTANT shall notify OC SAN in advance changes to any key CONSULTANT employees performing services under this AGREEMENT. Positions considered to be Key Positions are Point of Contact, and any field office staff working under the AGREEMENT. Should a CONSULTANT employee within one of these categories become no longer available to OC SAN, CONSULTANT shall submit the resume and qualifications of the proposed replacement to OC SAN for approval as soon as possible, but in no event later than seven (7) calendar days prior to the departure of the incumbent Key Position unless CONSULTANT is not provided with such notice by the departing staff. 5. PAYMENT A. Monthly Invoice: CONSULTANT shall include in its monthly invoice, a detailed breakdown of costs associated with the performance of any corrections or revisions of the work for that invoicing period, in a format acceptable to OC SAN. CONSULTANT shall warrant and certify the accuracy of these costs and provide all support documentation required by OC SAN. CONSULTANT understands that submitted costs are subject to Section 16 Audit Provisions. PSA PSA2021-002-1 Revised 110221 SUPPLEMENTAL ENGINEERING SERVICES Page 5 of 19 B. Upon receipt of a properly prepared invoice, as described above, payment shall be made by OC SAN to CONSULTANT within sixty (60) calendar days. C. Upon satisfactory completion of the work performed hereunder and prior to final payment under this AGREEMENT for such work, or prior settlement upon termination of this AGREEMENT, and as a condition precedent thereto, CONSULTANT shall execute and deliver to OC SAN a release of all claims against OC SAN arising under or by virtue of this AGREEMENT other than such claims, if any, as may be specifically exempted by CONSULTANT from the operation of the release in stated amounts to be set forth therein. D. Pursuant to the California False Claims Act (Government Code sections 12650-12655), any CONSULTANT that knowingly submits a false claim to OC SAN for compensation under the terms of this AGREEMENT may be held liable for treble damages and up to a $10,000 civil penalty for each false claim submitted. This section shall also be binding on all Subconsultants. A CONSULTANT or Subconsultant shall be deemed to have submitted a false claim when the CONSULTANT or Subconsultant: (a) knowingly presents or causes to be presented to an officer or employee of OC SAN a false claim or request for payment or approval; (b) knowingly makes, uses, or causes to be made or used a false record or statement to get a false claim paid or approved by OC SAN; (c) conspires to defraud OC SAN by getting a false claim allowed or paid by OC SAN; (d) knowingly makes, uses, or causes to be made or used a false record or statement to conceal, avoid, or decrease an obligation to OC SAN; or (e) is a beneficiary of an inadvertent submission of a false claim to OC SAN, and fails to disclose the false claim to OC SAN within a reasonable time after discovery of the false claim. 6. TERM This AGREEMENT shall commence upon the effective date first written above, and shall continue in full force and effect through April 30, 2025, (“Initial Term”) unless earlier terminated or extended as provided in the AGREEMENT. OC SAN, at its sole discretion, may elect to extend the term of this AGREEMENT up to an additional twelve (12) months, commencing May 1, 2025, and continuing through April 30, 2026, (“Option Term 1”), and thereupon require CONSULTANT to continue to provide services, and otherwise perform, in accordance with Attachment “A”, entitled “Scope of Work” and Attachment “A1”, entitled “Rules of Engagement”. OC SAN, at its sole discretion, may elect to extend the term of this AGREEMENT up to an additional twelve (12) months, commencing May 1, 2026, and continuing through April 30, 2027, (“Option Term 2”), and thereupon require CONSULTANT to continue to provide services, and otherwise perform, in accordance with Attachment “A”, entitled “Scope of Work”, and Attachment “A1”, entitled “Rules of Engagement”. OC SAN’s election to extend the AGREEMENT beyond the Initial Term shall not diminish its right to terminate the AGREEMENT for OC SAN’s convenience or CONSULTANT’s default as provided elsewhere in this AGREEMENT. The “maximum term” of this AGREEMENT shall be from the effective date first written above through April 30, 2027, which period encompasses the Initial Term and two (2) Option Terms. PSA PSA2021-002-1 Revised 110221 SUPPLEMENTAL ENGINEERING SERVICES Page 6 of 19 7. PREVAILING WAGES To the extent CONSULTANT intends to utilize employees who will perform work during the AGREEMENT, as more specifically defined under Labor Code Section 1720, CONSULTANT shall be subject to prevailing wage requirements with respect to such employees. 8. CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS (DIR) REGISTRATION AND RECORD OF WAGES A. To the extent CONSULTANT’s employees and/or Subconsultants who will perform Work during the design and preconstruction phases of a construction contract for which Prevailing Wage Determinations have been issued by the DIR and as more specifically defined under Labor Code Section 1720 et seq, CONSULTANT and Subconsultants shall comply with the registration requirements of Labor Code Section 1725.5. Pursuant to Labor Code Section 1771.4, the Work is subject to compliance monitoring and enforcement by the DIR. B. The CONSULTANT and Subconsultants shall maintain accurate payroll records and shall comply with all the provisions of Labor Code Section 1776, and shall submit payroll records to the Labor Commissioner pursuant to Labor Code Section 1771.4(a)(3). Penalties for non-compliance with the requirements of Section 1776 may be deducted from progress payments per Section 1776. C. Pursuant to Labor Code Section 1776, the CONSULTANT and Subconsultants shall furnish a copy of all certified payroll records to OC SAN and/or general public upon request, provided the public request is made through OC SAN, the Division of Apprenticeship Standards or the Division of Labor Enforcement of the Department of Industrial Relations. D. The CONSULTANT and Subconsultants shall comply with the job site notices posting requirements established by the Labor Commissioner per Title 8, California Code of Regulations Section 16461(e). 9. CONFLICT OF INTEREST CODE OC SAN may designate some or all of the individuals performing services under the AGREEMENT as “designated positions” subject to OC SAN’s Conflict of Interest Code. Consultant employees acting in these designated positions must comply with certain requirements under the Political Reform Act. Consultant employees acting in these designated positions must file an annual report identifying some or all of their financial interests such as sources of income, sources of gifts received from special sources of income and sources of gifts. Currently the limit is $520 per year from any one source. CONSULTANT and all its employees, staff, or personnel assigned to an OC SAN designated position shall comply with the Political Reform Act and related reporting requirements and gift limitation. PSA PSA2021-002-1 Revised 110221 SUPPLEMENTAL ENGINEERING SERVICES Page 7 of 19 10. INDEPENDENT CONTRACTOR The CONSULTANT and Subconsultants shall be independent contractors and not agents of OC SAN. Any provisions of this AGREEMENT that may appear to give OC SAN the right to direct the CONSULTANT concerning the details of performing the professional services, or to exercise any control over such performance, shall mean only that the CONSULTANT shall follow the direction of OC SAN concerning the end results of the performance. 11. DOCUMENT OWNERSHIP – CONSULTANT PERFORMANCE A. Ownership of Documents for the Professional Services performed. All documents in all forms (electronic, paper, etc.), including, but not limited to, studies, sketches, drawings, computer printouts, disk files, and electronic copies prepared in connection with or related to the Scope of Work or Professional Services, shall be the property of OC SAN. OC SAN’s ownership of these documents includes use of, reproduction or reuse of and all incidental rights, whether or not the work for which they were prepared has been performed. OC SAN ownership entitlement arises upon payment or any partial payment for work performed and includes ownership of any and all work product completed prior to that payment. This Section shall apply whether the CONSULTANT’s Professional Services are terminated: a) by the completion of the AGREEMENT, or b) in accordance with other provisions of this AGREEMENT. Notwithstanding any other provision of this paragraph or AGREEMENT, the CONSULTANT shall have the right to make copies of all such plans, studies, sketches, drawings, computer printouts and disk files, and specifications. OC SAN acknowledges that documents prepared through Professional Services must be revised and sealed by a professional engineer prior to their reuse on another project. OC SAN acknowledges that it assumes all risk associated with reuse of such documents, which are not undertaken by CONSULTANT. B. CONSULTANT shall not be responsible for damage caused by subsequent changes to or uses of the study or deliverable where the subsequent changes or uses are not authorized or approved by CONSULTANT, provided that the service rendered by CONSULTANT was not a proximate cause of the damage. 12. INSURANCE A. General i. Insurance shall be issued and underwritten by insurance companies acceptable to OC SAN. ii. Insurers must have an “A-” Policyholder’s Rating, or better, and Financial Rating of at least Class VIII, or better, in accordance with the most current A.M. Best’s Guide Rating. However, OC SAN will accept State Compensation Insurance Fund, for the required policy of Worker’s PSA PSA2021-002-1 Revised 110221 SUPPLEMENTAL ENGINEERING SERVICES Page 8 of 19 Compensation Insurance subject to OC SAN’s option to require a change in insurer in the event the State Fund financial rating is decreased below “B”. Further, OC SAN will require CONSULTANT to substitute any insurer whose rating drops below the levels herein specified. Said substitution shall occur within twenty (20) days of written notice to CONSULTANT, by OC SAN or its agent. iii. Coverage shall be in effect prior to the commencement of any work under this AGREEMENT. B. General Liability The CONSULTANT shall maintain during the life of this AGREEMENT, including the period of warranty, Commercial General Liability Insurance written on an occurrence basis providing the following minimum limits of liability coverage: Two Million Dollars ($2,000,000) per occurrence with Four Million Dollars ($4,000,000) aggregate. If aggregate limits apply separately to this contract (as evidenced by submission of ISO form CG 25 03 or 25 04), then the aggregate limit may be equivalent to the per occurrence limit. Said insurance shall include coverage for the following hazards: Premises-Operations, blanket contractual liability (for this AGREEMENT), products liability/completed operations (including any product manufactured or assembled), broad form property damage, blanket contractual liability, independent contractors liability, personal and advertising injury, mobile equipment, owners and contractors protective liability, and cross liability and severability of interest clauses. A statement on an insurance certificate will not be accepted in lieu of the actual additional insured endorsement(s). If requested by OC SAN and applicable, XCU coverage (Explosion, Collapse and Underground) and Riggers/On Hook Liability must be included in the General Liability policy and coverage must be reflected on the submitted Certificate of Insurance. Where permitted by law, CONSULTANT hereby waives all rights of recovery by subrogation because of deductible clauses, inadequacy of limits of any insurance policy, limitations or exclusions of coverage, or any other reason against OC SAN, its or their officers, agents, or employees, and any other consultant, contractor or subcontractor performing work or rendering services on behalf of OC SAN in connection with the planning, development and construction of the project. In all its insurance coverages related to the work, CONSULTANT shall include clauses providing that each insurer shall waive all of its rights of recovery by subrogation against OC SAN, its or their officers, agents, or employees, or any other consultant, contractor or subcontractor performing work or rendering services at the project. Where permitted by law, CONSULTANT shall require similar written express waivers and insurance clauses from each of its Subconsultants of every tier. A waiver of subrogation shall be effective as to any individual or entity, even if such individual or entity (a) would otherwise have a duty of indemnification, contractual or otherwise, (b) did not pay the insurance premium, directly or indirectly, and (c) whether or not such individual or entity has an insurable interest in the property damaged. PSA PSA2021-002-1 Revised 110221 SUPPLEMENTAL ENGINEERING SERVICES Page 9 of 19 C. Umbrella Excess Liability The minimum limits of general liability and Automotive Liability Insurance required, as set forth herein, shall be provided for through either a single policy of primary insurance or a combination of policies of primary and umbrella excess coverage. Umbrella excess liability coverage shall be issued with limits of liability which, when combined with the primary insurance, will equal the minimum limits for general liability and automotive liability. D. Automotive/Vehicle liability Insurance The CONSULTANT shall maintain a policy of Automotive Liability Insurance on a comprehensive form covering all owned, non-owned, and hired automobiles, trucks, and other vehicles providing the following minimum limit of liability coverage: Combined single limit of Five Hundred Thousand Dollars ($500,000). A statement on an insurance certificate will not be accepted in lieu of the actual additional insured endorsement. E. Drone Liability Insurance If a drone will be used, drone liability insurance must be maintained by CONSULTANT in the amount of One Million Dollars ($1,000,000) in a form acceptable by OC SAN. F. Worker’s Compensation Insurance The CONSULTANT shall provide such Workers’ Compensation Insurance as required by the Labor Code of the State of California in the amount of the statutory limit, including Employer’s Liability Insurance with a minimum limit of One Million Dollars ($1,000,000) per occurrence. Such Worker’s Compensation Insurance shall be endorsed to provide for a waiver of subrogation in favor of OC SAN. A statement on an insurance certificate will not be accepted in lieu of the actual endorsements unless the insurance carrier is State of California Insurance Fund and the identifier “SCIF” and endorsement numbers 2570 and 2065 are referenced on the certificate of insurance. If an exposure to Jones Act liability may exist, the insurance required herein shall include coverage for Jones Act claims. G. Errors and Omissions/Professional Liability CONSULTANT shall maintain in full force and effect, throughout the term of this AGREEMENT, standard industry form professional negligence errors and omissions insurance coverage in an amount of not less than Five Million Dollars ($5,000,000) with limits in accordance with the provisions of this Paragraph. If the policy of insurance is written on a “claims made” basis, said policy shall be continued in full force and effect at all times during the term of this AGREEMENT, and for a period of five (5) years from the date of the completion of the services hereunder. PSA PSA2021-002-1 Revised 110221 SUPPLEMENTAL ENGINEERING SERVICES Page 10 of 19 In the event of termination of said policy during this period, CONSULTANT shall obtain continuing insurance coverage for the prior acts or omissions of CONSULTANT during the course of performing services under the term of this AGREEMENT. Said coverage shall be evidenced by either a new policy evidencing no gap in coverage or by separate extended “tail” coverage with the present or new carrier. In the event the present policy of insurance is written on an “occurrence” basis, said policy shall be continued in full force and effect during the term of this AGREEMENT or until completion of the services provided for in this AGREEMENT, whichever is later. In the event of termination of said policy during this period, new coverage shall be obtained for the required period to insure for the prior acts of CONSULTANT during the course of performing services under the term of this AGREEMENT. CONSULTANT shall provide to OC SAN a certificate of insurance in a form acceptable to OC SAN indicating the deductible or self-retention amounts and the expiration date of said policy, and shall provide renewal certificates not less than ten (10) days prior to the expiration of each policy term. H. Proof of Coverage The CONSULTANT shall furnish OC SAN with original certificates and amendatory endorsements effecting coverage. Said policies and endorsements shall conform to the requirements herein stated. All certificates and endorsements are to be received and approved by OC SAN before work commences. OC SAN reserves the right to require complete, certified copies of all required insurance policies, including endorsements, effecting the coverage required, at any time. The following are approved forms that must be submitted as proof of coverage: • Certificate of Insurance ACORD Form 25 or other equivalent Certificate of Insurance form. • Additional Insurance (General Liability) The combination of (ISO Forms) CG 2010 and CG 2037 All other Additional Insured endorsements must be submitted for approval by OC SAN, and OC SAN may reject alternatives that provide different or less coverage to OC SAN. • Additional Insured (Auto Liability) Submit endorsement provided by carrier for OC SAN approval. • Waiver of Subrogation Submit workers’ compensation waiver of subrogation endorsement provided by carrier for OC SAN approval. PSA PSA2021-002-1 Revised 110221 SUPPLEMENTAL ENGINEERING SERVICES Page 11 of 19 • Cancellation Notice No endorsement is required. However, CONSULTANT is responsible for notifying OC SAN of any pending or actual insurance policy cancellation, as described in Article I. Cancellation and Policy Change Notice, below. I. Cancellation and Policy Change Notice The CONSULTANT is required to notify OC SAN in writing of any insurance cancellation notice it receives or other knowledge of pending or actual insurance policy cancellation, within two (2) working days of receipt of such notice or acquisition of such knowledge. Additionally, the CONSULTANT is required to notify OC SAN in writing of any change in the terms of insurance, including reduction in coverage or increase in deductible/SIR, within two (2) working days of receipt of such notice or knowledge of same. Said notices shall be mailed to OC SAN at: ORANGE COUNTY SANITATION DISTRICT 10844 Ellis Avenue, Fountain Valley, CA 92708 Attention: Contracts, Purchasing & Materials Management Division J. Primary Insurance The General and Automobile liability policies shall contain a Primary and Non-Contributory Clause. Any other insurance maintained by OC SAN shall be excess and not contributing with the insurance provided by CONSULTANT. K. Separation of Insured The General and Automobile liability policies shall contain a “Separation of Insureds” clause. L. Non-Limiting (if applicable) Nothing in this document shall be construed as limiting in any way, nor shall it limit the indemnification provision contained in this AGREEMENT, or the extent to which CONSULTANT may be held responsible for payment of damages to persons or property. M. Deductibles and Self-Insured Retentions Any deductible and/or self-insured retention must be declared to OC SAN on the Certificate of Insurance. All deductibles and/or self-insured retentions require approval by OC SAN. At the option of OC SAN, either: the insurer shall reduce or eliminate such deductible or self-insured retention as respects OC SAN; or the CONSULTANT shall provide a financial guarantee satisfactory to OC SAN guaranteeing payment of losses and related investigations, claim administration and defense expenses. PSA PSA2021-002-1 Revised 110221 SUPPLEMENTAL ENGINEERING SERVICES Page 12 of 19 N. Defense Costs The General and Automobile Liability policies shall have a provision that defense costs for all insureds and additional insureds are paid in addition to and do not deplete any policy limits. O. Subconsultants The CONSULTANT shall be responsible to establish insurance requirements for any Subconsultant hired by the CONSULTANT. The insurance shall be in amounts and types reasonably sufficient to deal with the risk of loss involving the Subconsultant’s operations and work. P. Limits Are Minimums If the CONSULTANT maintains higher limits than any minimums shown above, then OC SAN requires and shall be entitled to coverage for the higher limits maintained by CONSULTANT. 13. SCOPE CHANGES In the event of a change in the Scope of Work or a change in Key Personnel, or change in hourly rates, as requested by OC SAN, the Parties hereto shall execute an Amendment to this AGREEMENT setting forth with particularity all terms of the new AGREEMENT. CONSULTANT’s compensation for additional services authorized and performed in accordance with this AGREEMENT shall be agreed to by OC SAN and CONSULTANT in writing prior to the time that the additional services are authorized. An Amendment shall be executed to document the change. CONSULTANT hereby agrees to use any and all procedures, programs, and systems required by OC SAN to process and execute such Amendment(s), including, but not limited to, computer programs and systems. 14. PROJECT TEAM AND SUBCONSULTANTS Neither this AGREEMENT nor any interest herein nor claim hereunder may be assigned by CONSULTANT either voluntarily or by operation of law, nor may all or any part of the AGREEMENT be subcontracted by CONSULTANT, without the prior written consent of OC SAN. Consent by OC SAN shall not be deemed to relieve CONSULTANT of its obligation to comply fully with all terms and conditions of this AGREEMENT. CONSULTANT shall provide to OC SAN, prior to execution of this AGREEMENT, the names and full description of all Subconsultants and CONSULTANT’s project team members anticipated to be used under this AGREEMENT by CONSULTANT. CONSULTANT shall include a description of the work and services to be done by each Subconsultant and each of CONSULTANT’s team member. CONSULTANT shall include the respective compensation amounts for CONSULTANT and each Subconsultant, broken down as indicated in Section 2- COMPENSATION. PSA PSA2021-002-1 Revised 110221 SUPPLEMENTAL ENGINEERING SERVICES Page 13 of 19 There shall be no substitution of the listed Subconsultants and CONSULTANT’s team members without prior written approval by OC SAN. 15. ENGINEERING REGISTRATION The CONSULTANT's personnel and Subconsultants are comprised of registered engineers and a staff of specialists and draftsmen in each department. The firm itself is not a registered engineer but represents and agrees that wherever, in the performance of this AGREEMENT, the services of a registered engineer is required, such services hereunder will be performed under the direct supervision of registered engineers who are registered in California. 16. AUDIT PROVISIONS A. OC SAN retains the reasonable right to access, review, examine, and audit, any and all books, records, documents and any other evidence of procedures and practices that OC SAN determines are necessary to discover and verify that the CONSULTANT is in compliance with all requirements under this AGREEMENT. The CONSULTANT shall include OC SAN’s right as described above, in any and all of their subcontracts, and shall ensure that these rights are binding upon all Subconsultants. B. OC SAN retains the right to examine CONSULTANT’s books, records, documents and any other evidence of procedures and practices that OC SAN determines are necessary to discover and verify all direct and indirect costs, of whatever nature, which are claimed to have been incurred, or anticipated to be incurred or to ensure CONSULTANT’s compliance with all requirements under this AGREEMENT during the term of this AGREEMENT and for a period of three (3) years after its termination. C. CONSULTANT shall maintain complete and accurate records in accordance with generally accepted industry standard practices and OC SAN’s policy. The CONSULTANT shall make available to OC SAN for review and audit, all project related accounting records and documents, and any other financial data within 15 days after receipt of notice from OC SAN. Upon OC SAN’s request, the CONSULTANT shall submit exact duplicates of originals of all requested records to OC SAN. If an audit is performed, CONSULTANT shall ensure that a qualified employee of the CONSULTANT will be available to assist OC SAN’s auditor in obtaining all accounting records and documents, and any other financial data related to this AGREEMENT. 17. LEGAL RELATIONSHIP BETWEEN PARTIES The legal relationship between the parties hereto is that of an independent contractor and nothing herein shall be deemed to transform CONSULTANT, its staff, independent contractors, or Subconsultants into employees of OC SAN. CONSULTANT’S staff performing services under the AGREEMENT shall at all times be employees and/or independent contractors of CONSULTANT. CONSULTANT shall monitor and control its staff and pay wages, salaries, and other amounts due directly to its staff in connection with the AGREEMENT. CONSULTANT shall be responsible for hiring, review, and PSA PSA2021-002-1 Revised 110221 SUPPLEMENTAL ENGINEERING SERVICES Page 14 of 19 termination of its staff and shall be accountable for all reports and obligations respecting them, such as social security, income tax withholding, unemployment compensation, workers’ compensation and similar matters. To the fullest extent permitted by law, CONSULTANT shall defend and indemnify OC SAN from and against any and all claims by CONSULTANT, its principals, officers, agents, employees, former employees, suppliers, Subconsultants, subcontractors, and/or anyone employed directly or indirectly by any of them for benefits provided to employees of OC SAN, including, but not limited to: worker’s compensation, unemployment compensation, participation in the Orange County Employees Retirement System, paid time off, medical insurance, dental insurance, vision insurance, life/accidental death and dismemberment insurance, disability insurance, etc. In addition, CONSULTANT shall be required to indemnify the Indemnified Parties for any costs related to such claims. 18. NOTICES All notices hereunder and communications regarding the interpretation of the terms of this AGREEMENT, or changes thereto, shall be effected by delivery of said notices in person or by depositing said notices in the U.S. mail, registered or certified mail, return receipt requested, postage prepaid and addressed as follows: ORANGE COUNTY SANITATION DISTRICT 10844 Ellis Avenue, Fountain Valley, CA 92708-7018 Attention: Diane Marzano, Senior Contracts Administrator Copy: Jeffrey Mohr, Engineering Manager CONSULTANT: AECOM TECHNICAL SERVICES, INC. 999 Town & Country Road, Orange, CA 92868 Attention: Chris Bessa, Point of Contact All communication regarding the Scope of Work, will be addressed to the Engineering Manager. Direction from other OC SAN staff must be approved in writing by OC SAN’s Engineering Manager prior to any action by the CONSULTANT. 19. TERMINATION OC SAN may terminate this AGREEMENT at any time, without cause, upon giving thirty (30) days written notice to CONSULTANT. In the event of such termination, CONSULTANT shall be entitled to compensation for work performed on a prorated basis through and including the effective date of termination. CONSULTANT shall be permitted to terminate this AGREEMENT upon thirty (30) days written notice only if CONSULTANT is not compensated for billed amounts in accordance with the provisions of this AGREEMENT, when the same are due. Notice of termination shall be mailed to OC SAN at the address listed in Section 18 - NOTICES. PSA PSA2021-002-1 Revised 110221 SUPPLEMENTAL ENGINEERING SERVICES Page 15 of 19 20. DOCUMENTS AND STUDY MATERIALS The documents and study materials for this AGREEMENT shall become the property of OC SAN upon the termination or completion of the work. CONSULTANT agrees to furnish to OC SAN copies of all memoranda, correspondence, electronic materials, computation and study materials in its files pertaining to the work described in this AGREEMENT, which is requested in writing by OC SAN. 21. COMPLIANCE A. Labor CONSULTANT certifies by the execution of this AGREEMENT that it pays employees not less than the minimum wage as defined by law, and that it does not discriminate in its employment with regard to race, color, religion, sex or national origin; that it is in compliance with all federal, state and local directives and executive orders regarding non-discrimination in employment; and that it agrees to demonstrate positively and aggressively the principle of equal opportunity in employment. B. Air Pollution CONSULTANT and its subconsultants and subcontractors shall comply with all applicable federal, state and local air pollution control laws and regulations. C. Iran Contracting Act CONSULTANT and its subconsultants and subcontractors shall comply with the Iran Contracting Act of e and local air pollution control laws and regulations. (Public Contract Code sections 2200-2208). 22. AGREEMENT EXECUTION AUTHORIZATION Both OC SAN and CONSULTANT do covenant that each individual executing this document by and on behalf of each Party). is a person duly authorized to execute this AGREEMENT for that Party. 23. DISPUTE RESOLUTION In the event of a dispute arising between the parties regarding performance or interpretation of this AGREEMENT, the dispute shall be resolved by binding arbitration under the auspices of the Judicial Arbitration and Mediation Service (“JAMS”), or similar organization or entity conducting alternate dispute resolution services. 24. ATTORNEY'S FEES, COSTS AND NECESSARY DISBURSEMENTS If any action at law or in equity or if any proceeding in the form of an Alternative Dispute Resolution (ADR) is necessary to enforce or interpret the terms of this AGREEMENT, the prevailing party shall be entitled to reasonable attorney's fees, costs and necessary disbursements in addition to any other relief to which he may be entitled. PSA PSA2021-002-1 Revised 110221 SUPPLEMENTAL ENGINEERING SERVICES Page 16 of 19 25. INDEMNIFICATION To the fullest extent permitted by law, CONSULTANT shall indemnify, defend (at CONSULTANT’s sole cost and expense and with legal counsel approved by OC SAN, which approval shall not be unreasonably withheld), protect and hold harmless OC SAN and all of OC SAN’s officers, directors, employees, CONSULTANT’s, and agents (collectively the “Indemnified Parties”), from and against any and all claims, damages, liabilities, causes of action, suits, arbitration awards, losses, judgments, fines, penalties, costs and expenses (including, without limitation, attorneys’ fees, disbursements and court costs, and all other professional, expert or CONSULTANT’s fees and costs and OC SAN’s general and administrative expenses; individually, a “Claim”; collectively, “Claims”) which may arise from or are in any manner related, directly or indirectly, to any work performed, or any operations, activities, or services provided by CONSULTANT in carrying out its obligations under this AGREEMENT to the extent of the negligent, recklessness and/or willful misconduct of CONSULTANT, its principals, officers, agents, employees, CONSULTANT’s suppliers, CONSULTANT, Subconsultants, subcontractors, and/or anyone employed directly or indirectly by any of them, regardless of any contributing negligence or strict liability of an Indemnified Party. Notwithstanding the foregoing, nothing herein shall be construed to require CONSULTANT to indemnify the Indemnified Parties from any Claim arising solely from: (A) the active negligence or willful misconduct of the Indemnified Parties; or (B) a natural disaster or other act of God, such as an earthquake; or (C) the independent action of a third party who is neither one of the Indemnified Parties nor the CONSULTANT, nor its principal, officer, agent, employee, nor CONSULTANT’s supplier, CONSULTANT, Subconsultant, subcontractor, nor anyone employed directly or indirectly by any of them. Exceptions (A) through (B) above shall not apply, and CONSULTANT shall, to the fullest extent permitted by law, indemnify the Indemnified Parties, from Claims arising from more than one cause if any such cause taken alone would otherwise result in the obligation to indemnify hereunder. CONSULTANT’s liability for indemnification hereunder is in addition to any liability CONSULTANT may have to OC SAN for a breach by CONSULTANT of any of the provisions of this AGREEMENT. Under no circumstances shall the insurance requirements and limits set forth in this AGREEMENT be construed to limit CONSULTANT’s indemnification obligation or other liability hereunder. The terms of this AGREEMENT are contractual and the result of negotiation between the parties hereto. Accordingly, any rule of construction of contracts (including, without limitation, California Civil Code Section 1654) that ambiguities are to be construed against the drafting party, shall not be employed in the interpretation of this AGREEMENT. CONSULTANT is indemnified in OC SAN’s standard construction contracts. This indemnification is in the General Conditions which are attached to OC SAN’s standard construction contracts when these contracts are issued. PSA PSA2021-002-1 Revised 110221 SUPPLEMENTAL ENGINEERING SERVICES Page 17 of 19 26. DUTY TO DEFEND The duty to defend hereunder is wholly independent of and separate from the duty to indemnify and such duty to defend shall exist regardless of any ultimate liability of CONSULTANT and shall be consistent with Civil Code section 2782.8. Such defense obligation shall arise immediately upon presentation of a Claim by any person if, without regard to the merit of the Claim, such Claim could potentially result in an obligation to indemnify one or more Indemnified Parties, and upon written notice of such Claim being provided to CONSULTANT. Payment to CONSULTANT by any Indemnified Party or the payment or advance of defense costs by any Indemnified Party shall not be a condition precedent to enforcing such Indemnified Party’s rights to indemnification hereunder. In the event a final judgment, arbitration, award, order, settlement, or other final resolution expressly determines that the claim did not arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the CONSULTANT, to any extent, then OC SAN will reimburse CONSULTANT for the reasonable costs of defending the Indemnified Parties against such claims. CONSULTANT’s indemnification obligation hereunder shall survive the expiration or earlier termination of this AGREEMENT until such time as action against the Indemnified Parties for such matter indemnified hereunder is fully and finally barred by the applicable statute of limitations. 27. COMPLIANCE WITH OC SAN POLICIES AND PROCEDURES CONSULTANT shall comply with all OC SAN policies and procedures including the Contractor Safety Standards, as applicable, all of which may be amended from time to time. 28. CLOSEOUT When OC SAN determines that all Work authorized under the AGREEMENT is fully complete and that OC SAN requires no further work from CONSULTANT, or the AGREEMENT is otherwise terminated or expires in accordance with the terms of the AGREEMENT, OC SAN shall give the Consultant written notice that the AGREEMENT will be closed out. CONSULTANT shall submit all outstanding billings, work submittals, deliverables, reports or similarly related documents as required under the AGREEMENT within thirty (30) days of receipt of notice of AGREEMENT closeout. Upon receipt of CONSULTANT’s submittals, OC SAN shall commence a closeout audit of the AGREEMENT and will either: i. Give the CONSULTANT a final AGREEMENT Acceptance: or ii. Advise the CONSULTANT in writing of any outstanding item or items which must be furnished, completed, or corrected at the CONSULTANT’s cost. CONSULTANT shall be required to provide adequate resources to fully support any administrative closeout efforts identified in the AGREEMENT Such support must be provided within the timeframe requested by OC SAN. PSA PSA2021-002-1 Revised 110221 SUPPLEMENTAL ENGINEERING SERVICES Page 18 of 19 Notwithstanding the final AGREEMENT acceptance, the CONSULTANT will not be relieved of its obligations hereunder, nor will the CONSULTANT be relieved of its obligations to complete any portions of the work, the non-completion of which were not disclosed to OC SAN (regardless of whether such nondisclosures were fraudulent, negligent, or otherwise), and the CONSULTANT shall remain obligated under all those provisions of the AGREEMENT which expressly or by their nature extend beyond and survive final AGREEMENT Acceptance. Any failure by OC SAN to reject the work or to reject the CONSULTANT’s request for final AGREEMENT Acceptance as set forth above shall not be deemed to be acceptance of the work by OC SAN for any purpose nor imply acceptance of, or AGREEMENT with, the CONSULTANT’s request for final AGREEMENT Acceptance. 29. PROHIBITION During the term of this AGREEMENT, CONSULTANT and its Subconsultants may not propose on any engineering or construction-related projects advertised by or on behalf of OC SAN, if such work presents actual or perceived conflict of interest with CONSULTANT’s assignments with OC SAN. CONSULTANT and its Subconsultants shall promptly disclose to OC SAN when such conflict exists prior to participating in any work as advertised by OC SAN or on its behalf. CONSULTANT and its Subconsultants acknowledge and agree that OC SAN’s determination regarding such conflicts, that may impact CONSULTANT’s and its Subconsultants’ ability to propose on the work as described herein, shall be final and cannot be appealed. 30. ENTIRE AGREEMENT This AGREEMENT constitutes the entire understanding and AGREEMENT between the Parties and supersedes all previous negotiations between them pertaining to the subject matter thereof. [THIS SECTION INTENTIONALLY LEFT BLANK] PSA PSA2021-002-1 Revised 110221 SUPPLEMENTAL ENGINEERING SERVICES Page 19 of 19 IN WITNESS WHEREOF, this AGREEMENT has been executed in the name of OC SAN, by its officers thereunto duly authorized, and CONSULTANT as of the day and year first above written. CONSULTANT: AECOM TECHNICAL SERVICES, INC. By __________________________________________________ Date __________________________________________________ Printed Name & Title ORANGE COUNTY SANITATION DISTRICT By __________________________________________________ John B. Withers Date Board Chairman By __________________________________________________ Kelly A. Lore Date Clerk of the Board By __________________________________________________ Ruth Zintzun Date Purchasing & Contracts Manager Attachments: Attachment “A” – Scope of Work Attachment “A1” – Rules of Engagement Attachment “B” – Not Used Attachment “C” – Not Used Attachment “D” – Allowable Direct Costs Attachment “E” – Fee Proposal Attachment “F” – Not Used Attachment “G” – Not Used Attachment “H” – Not Used Attachment “I” – Not Used Attachment “J” – Not Used Attachment “K” – Contractor Safety Standards Attachment “L” – Not Used DM:ms SCOPE OF WORK PSA2021-002 1505425.1 Page 1 of 10 ATTACHMENT A SCOPE OF WORK I. SUMMARY Orange County Sanitation District (OC San) is a special district responsible for wastewater conveyance and treatment for metropolitan Orange County, California. It has been in existence since 1954 and is the third largest wastewater treatment agency west of the Mississippi River. OC San is soliciting Proposals to provide its engineering projects, which includes large and small capital projects and operationally funded repair projects. II. BACKGROUND OC San has budgeted for a 10-year $3.0 billion capital improvement program, the vast majority of which is managed by the Engineering Department. OC San also has an active asset management program which includes many repair projects that, due to their complexity, are managed by its Engineering Department. III. PROFESSIONAL SERVICES REQUIRED The following descriptions cover the types of professional services OC San will require under this agreement. OC San will determine that when specific services are required. The mechanisms for requesting, reviewing, authorizing, and terminating services under this agreement are documented in Attachment “A1” – Rules of Engagement. As described in that attachment, work assignments will fall into one of the following types:  Task Authorizations. Task Authorizations have formal scopes of work and firm upper limits.  Task Directives. Task Directives are typically smaller than Task Authorizations, but do not have a firm upper limit.  Project Role Assignments. In Project Role Assignments, the Consultant will provide a suitability qualified professional to fulfill the particular role on a particular project.  Program Role Assignments. In Program Role Assignments, the Consultant will provide a suitability qualified professional to fulfill the project role on a portfolio of projects. Architecture Design and oversee design by consultants of new building projects and tenant improvement projects. Work with City Building/Planning Departments, Fire Departments and other regulatory agencies as a liaison on behalf of OC San to ensure projects comply with permitting and code requirements. SCOPE OF WORK PSA2021-002 1505425.1 Page 2 of 10 Prepare more complex plan clarifications and changes in response to Contractor’s Request for Information during construction and verify that facilities constructed meet design specifications and regulatory requirements. Engineering – Construction Management Construction management activities include the following:  Perform a variety of work functions supporting the design and construction of wastewater treatment and collection systems.  Review construction documents including plans and specifications; interpret plans and specifications for construction work performed by OC San’s contractors; ensure contractual compliance with plans, specifications, codes and safety requirements; verify that materials being incorporated into project are per specification and with approved construction practices; coordinate equipment isolations, equipment and process tie-ins.  Prepare progress payments to the contractor; review submittals for material and equipment conformance to design specifications and plans.  Perform analysis of change orders; negotiate fair and reasonable costs for change orders; prepare change order reports and documents for consideration by the Board of Directors.  Oversee the start-up of facilities; participate in staff training.  Provide technical assistance and support to engineers and project managers; provide technical training as appropriate.  Prepare a variety of administrative, technical, and budget reports, memos, letters, and correspondence.  Perform constructability reviews.  Maintain comprehensive contractual records and periodically monitor progress of all goods and service agreements, from inception through completion, to enforce milestones, deliverables and post-contract warranties. Engineering – Civil / Mechanical Prepare detailed drawings, technical specifications, and scopes of work; review proposals; assist OC San in the consultants’ selection process and perform construction support services. Design or oversee design by consultants of sanitary sewers, sewer rehabilitation, mechanical piping systems, wastewater treatment systems, reclaimed water systems, lift stations, etc. including calculations. Lead design reviews to perform a comprehensive multi-discipline design review on assigned projects. Respond to engineering bid questions and addenda, respond to contractor’s request for information during construction of facility, verify that equipment meets design specifications, and prepare design changes. SCOPE OF WORK PSA2021-002 1505425.1 Page 3 of 10 Engineering - Electrical Provide electrical engineering services including design, design review, interdisciplinary review of design documents, construction support service for wastewater treatment plant electrical generating and distribution systems. Design and oversee design by consultants for medium voltage and low voltage electrical distribution systems and motor control systems including switchgear, single line diagrams, elementary diagrams, motor control schematics, short circuit calculations, protective device coordination studies, raceway/wire design, and hazardous area classification. Respond to contractor’s request for information during construction of facility, verify that equipment meets design specifications, and prepare design changes, review NETA test results, and perform electrical system startup and commissioning for low and medium-voltage systems. Perform short circuit calculations and protective device coordination studies utilizing ETAP software. Engineering - I&C Provide instrumentation and control engineering services including design, design review, interdisciplinary review of design documents, construction support service, and commissioning support for wastewater treatment plant control systems. Design and oversee design by consultants for process and instrumentation diagrams, control strategies, control system network diagrams, control system input/output list, control panel drawings, and commissioning procedures. Respond to contractor’s request for information during construction of facility, verify that equipment meets design specifications, prepare design changes, and support startup and commissioning. Engineering – Commissioning Coordinator Provide technical leadership and management of the development of commissioning procedures during design; review the proposed construction sequencing and commissioning packages established during design; review finalized commissioning procedures during construction; work closely and coordinate with the contractor’s commissioning coordinator; provide oversight of the contractor’s commissioning and start-up process and coordinate startups with operations and maintenance; coordinate OC San’s inspection, control system programming and engineering resources to support the contractor’s commissioning process; track outstanding commissioning items and support their resolution; and work closely with the resident engineer to provide commissioning status and notification of any issues or concerns. The commissioning coordinator shall have knowledge in electrical, instrumentation, control systems and process control. Engineering - Structural Prepare detailed drawings, technical specifications, and scopes of work; review proposals and technical memoranda prepared by others; prepare engineering analysis. SCOPE OF WORK PSA2021-002 1505425.1 Page 4 of 10 Provide structural analysis as needed to recommend structural improvements to existing facilities, analyze structural failures and recommend repairs. Design and oversee design by consultants of structural systems for water/wastewater facilities. Respond to structural Requests for Information and/or prepare more complex structural engineering design changes during construction of facility and verify that equipment meets design specifications and regulatory requirements. Inspection Inspection activities include the following:  Provide construction inspection for plant and collection facilities construction work performed by contractors to ensure contractual compliance with plans, specifications, codes, regulations, and OC San’s safety standards.  Prepare a variety of reports and documentation.  Review construction documents including plans and specifications.  Inspect plant and collection facilities construction work performed by contractors.  Verify that materials being incorporated into project are per specification and with approved construction practices.  Coordinate equipment and process isolations, shutdowns, and tie-ins.  Assist safety representatives with job hazard analysis.  Observe contractors work safety environment and compliance with traffic control plans and devices; work with contractor to establish and maintain a safe construction project for employees, customers, and the public.  Document and follow-up on actions regarding safety, traffic control plans, and working practices.  Assist in the maintenance of accurate as-built contract drawings  Verify contractor as-built drawings are maintained and correct.  Assist Resident Engineers on field change orders, plan clarifications, and plan changes.  Review and approve final drawings for the preparation of record drawings.  Prepare and maintain necessary construction inspection records and reports as a means of formal documentation including daily inspection reports, photo-logs, field test results, force account reports, extra work requests, project submittal files, and individual project logs.  Assist Resident Engineer in preparing monthly progress reports.  Attend construction meetings. SCOPE OF WORK PSA2021-002 1505425.1 Page 5 of 10  Work with contractors, regulatory agencies, utilities, city officials and the general public throughout construction project to coordinate work to be accomplished and ensure satisfactory project completion with minimum impact on the public or OC San facilities. Various disciplines may need continuous construction inspection including Civil, Structural, Pipeline, Mechanical, Electrical and Instrumentation disciplines of large complex water treatment facilities and rehabilitation. Project Management Project management functions for major capital projects include developing schedules, cost estimates and staffing requirements; assembling and leading project teams; planning, directing, and coordinating activities of projects to ensure that goals and objectives of projects are accomplished on schedule and within prescribed budget; inspecting quality and quantity of work; managing the selection of outside consultants; and preparing and presenting reports and other necessary correspondence on assigned projects. Manage a project or group of projects through all six phases of the Engineering Project Life Cycle, including project development, preliminary design, construction and installation, commissioning, and closeout. Manage, direct, and coordinate activities of the project team to ensure project progresses on schedule within prescribed budget, and with acceptable quality; confers with project team to provide technical advice and resolve problems; conducts project team meetings to ensure adequate communication of project status. Perform periodic review of work assignments to ensure that the work is satisfactory and is completed according to plan. Interface with senior management, the Board of Directors, peers, project staff, consultants, customers, and users as necessary to coordinate project execution; informs stakeholders of project status and possible outcomes. Prepare project reports for the Board of Directors, management, and others; makes presentations as necessary. Provides project management oversight of the selection process of outside consultants; oversees the bid, proposal, and selection/purchase recommendation process for major capital projects; solicits proposals; reviews proposals; assists OC San’s evaluation teams with selection of consultants establishes schedules and performance criteria. Work with consultants on project planning, preparation, scheduling, and execution of contracts; ensures work is completed on time and in conformance with plans and specifications. Apply project management tools as required to address the financial aspects and impacts of project variables such as delays to the project schedule. Serve as a liaison for the Engineering Department with other OC San departments, divisions, and outside agencies; provide project representation to commissions, committees, and task forces. SCOPE OF WORK PSA2021-002 1505425.1 Page 6 of 10 Support – Administrative Administrative support activities include the following:  Perform a variety of secretarial, advanced clerical, and routine administrative and programmatic work in support of assigned projects or programs, division, or department.  Participate in the administration of approved policies and procedures.  Prepare financial analysis and a variety of reports as required.  Provide information and assistance to other assigned project or program staff regarding assigned programs, policies and procedures. Support – Cost Estimating Cost estimating activities include the following:  Prepare cost estimates to provide detailed information regarding quantity and cost of materials and labor.  Develop processes and/or techniques that provide clear and standard estimating methods across projects.  Provide data for analytical comparisons between projects.  With estimating process, identify project cost changes as projects advance through the design process.  Review engineering plans and specifications to determine materials and quantities required by project specifications.  Recommend cost saving changes.  Review cost estimates and change orders submitted by construction contractors and provide recommendations.  Provide data for analytical comparisons between projects.  Prepare general budget estimates for new projects. Estimating shall include all disciplines including architectural, civil, structural, mechanical, plumbing, heating and air conditioning, fire protection, electrical and control systems. Support – Construction Scheduling Perform a variety of scheduling review and analyses involving wastewater treatment and collection systems, including the following activities:  Review design submittals prior to bid to ensure scope is achievable in the time stipulated.  Establish clear specifications and enforcement provisions with the contractors by placing schedule performance and proof of impact on the contractors. SCOPE OF WORK PSA2021-002 1505425.1 Page 7 of 10  Review construction contractor’s schedules for effective contractor performance.  Review baseline schedule submittals.  Support the Resident Engineer (RE) and Project Manager (PM) during scheduling meetings so they are effective and productive.  Maintain careful documentation of all schedule submittals so that any requests for time adjustments can be measured against the approved schedule in place at the time of impact is claimed.  Monitor actual progress versus planned progress. Provide exception reporting and recommend actions.  Perform analysis of change orders such as time impact analysis (TIA) and productivity claims. Support – Construction Claims / Mitigation Prepare detailed analysis of contractor-submitted requests for change, delay claims, time impact analyses (TIA) and/or government code claims including productivity loss claims, claims for differing site conditions, and/or total cost claims. Work may include analysis of liability, review of contract language and supporting documents, validating extended overhead costs, and review and analysis of any other supporting documentation. Work may also include a proactive strategy to reduce exposure, review of reporting requirements and practices, and conferring with project teams and/or managers to effectively implement practices to reduce liability and/or risk. Support – CAD Drafting and Design CAD drafting and design support include the following activities:  Use Computer Aided Design (CAD) equipment to provide support to Engineers by preparing layouts, detail drawings, sketches and diagrams. Drawings are to include all views and dimensions necessary for construction of wastewater treatment and collection systems. Work shall be compliant with OC San CAD Manual.  Draft engineering drawings of proposed wastewater treatment facility construction projects from engineer’s design drawings, including structures and notations; review maps and existing drawings to determine utility locations, elevations and other related information.  Consolidate changes made on drawings by consultants, engineers and inspectors with contractor’s as-built drawings to draft final record drawings on a wide variety of wastewater treatment facility construction projects.  Conduct field visits to confirm existing conditions and finished construction configuration.  Make appropriate notes of sizes, diameters, locations and other significant information and return to project engineer.  Provide technical assistance and support to engineers and engineering aides. SCOPE OF WORK PSA2021-002 1505425.1 Page 8 of 10 IV. TASK ASSIGNMENTS OC San will authorize specific tasks to be completed by CONSULTANT. These tasks will vary widely in size, cost, and complexity. Tasks will be authorized as either a Task Authorization or a Task Directive, as described in Attachment “A1” – Rules of Engagement. V. PERSONNEL ASSIGNMENTS OC San will require CONSULTANT to provide staff to fill specific roles on specific projects, and, in some cases, for its Engineering Program, as described in Attachment “A1” – Rules of Engagement. Project Role Assignments Project Role assignments involve CONSULTANT assigning a qualified individual or individuals to fill a particular role on a particular project. A project role may cover the entire role for the project, or a specifically designated portion of that role. CONSULTANT shall identify a Technical Lead to support assigned staff in their designated role. Project direction, however, will generally come from the Project Team and Supervision in Engineering. Program Role Assignments Program Role assignments direct CONSULTANT to assign a qualified individual or individuals to fill a particular role on an entire portfolio of projects. Personnel Authorizations Personnel Authorizations authorize a particular individual to work on Task Directives, Project Roles, and Program Roles. VI. LOGISTICS AND CONTRACT MANAGEMENT Work Location CONSULTANT’s on-site staff shall be located at OC San’s facilities in Fountain Valley or Huntington Beach, California. At times, work may be required at other OC San facilities or at job site locations away from OC San facilities. At the CONSULTANT’s discretion and concurrence with the OC San representative, the assigned CONSULTANT staff may be located at CONSULTANT’s home office. Advanced coordination with OC San may be required for CONSULTANT staff working at OC San facilities on OC San holidays. Point of Contact/Supervision CONSULTANT shall designate an individual as the single point of contact to direct efforts in fulfilling contracted obligations under this Agreement. The selected designee shall be responsible for the direct supervision of assigned staff, including such activities as work SCOPE OF WORK PSA2021-002 1505425.1 Page 9 of 10 schedules, quality of work performed, technical oversight, vacation requests, discipline, etc. The selected designee shall not be changed without prior written notification to the OC San representative. CONSULTANT is responsible for supervision of its entire staff, including the requirements defined in Attachment “A1” – Rules of Engagement: OC San Project Document Management CONSULTANT’s staff assigned to work on OC San projects shall save project related deliverables, documents and/or records in OC San accessible locations i.e., OC San SharePoint servers and/or OC San licensed cloud-based applications such as Bluebeam, PMWeb or One Drive, as applicable to the project assignment, to comply with Public Records Act requirements. Accessibility to these locations shall be provided by OC San. Provided Facilities & Equipment OC San will provide the following for CONSULTANT’s on-site staff:  Furnished office space at OC San  Computers, software, network, and printing capabilities  Office telephone Personal Protective Equipment CONSULTANT staff assigned to OC San facilities may be exposed to known plant process and work hazards and therefore will be required to have appropriate Personal Protective Equipment (PPE) such as: eye and face protection (safety glasses), head protection (hard hat), hand protection (gloves), foot protection (safety toed shoes), high visibility clothing (Class 3 vests), hearing protection, personal gas monitor (4 gas), fall protection (harness and lanyard) and other forms of PPE. CONSULTANT shall provide all equipment and training necessary to comply with OC San safety polices. Refer to Contractor Safety Standards – Attachment “K”. Time Tracking & Invoicing CONSULTANT shall submit invoices, including cost and hours, on a monthly basis. Invoice shall be submitted no later than the 15th of each month. OC San maintains a project controls system containing detailed cost and hours information for all Engineering Projects. The format for reporting hours shall be in an importable format, such as Microsoft Excel, and contain, at a minimum, the following items: Column Description Project Number OC San will provide a list of project numbers. These numbers are subject to change as new projects are added and existing projects are completed. SCOPE OF WORK PSA2021-002 1505425.1 Page 10 of 10 Work Package Number OC San will provide a list of work package numbers. The work package numbers are subject to change as a project transitions from one phase to the next. Employee ID Each employee included in the hours report must contain a unique identification number. Employee Name Employee name. Work Date The week ending date when work was performed. Hours by Week The total number of hours worked for the week. In addition, it may be necessary to report overtime hours which will require a separate report. Total Burdened Cost The total burdened cost shall include actual salary, fringe costs, overhead, and profit by person. Work Quality CONSULTANT shall be responsible for the professional quality and technical competence of assigned staff supplied to OC San. Additionally, the firm shall be responsible for the coordination of all efforts and other services furnished under the agreement. Management of Resource Assignments OC San will maintain a cloud-based workflow tool to request, review, authorize, and close resource assignments. That workflow tool is currently PMWeb. CONSULTANT’s Point of Contact will be required to utilize this tool to track all requests through their life cycles. OC San will use this workflow tool to verify that any invoiced costs have been duly approved through the workflow tool. Rules of Engagement PSA2021-002 Page 1 of 4 ATTACHMENT A1 RULES OF ENGAGEMENT This document describes options for OC San to utilize a Supplemental Engineering Services (SES) agreement to maintain the Engineering Project program while complying with Independent Contractor expectations. There are four mechanisms by which professional services can be supplied through the SES agreement:  Task Authorizations  Task Directives  Project Role Assignments  Program Role Assignments Task Directives, Project Role Assignments, and Program Role assignments require that anyone working under the mechanism also have an approved Personnel Authorization. These Terms of Engagement are intended to document how services are to be requested, authorized, and managed. Task Authorizations Task Authorizations have a formal scope of work, and a fixed upper limit. Distinguishing aspects of Task Authorizations include the following:  Requests for Task Authorization Proposals (RFTAPs) require a scope of work prepared by OC San staff.  RFTAPs and Task Authorizations must be approved by the Director of Engineering (DOE).  The scope of work should have the same level of detail as used for a Design Task Order or Planning Study Task Order, including schedule requirements, task, deliverables, and assumptions.  Task Authorization must specify a firm negotiated upper limit which may not be exceeded. If changes require a revision to that upper limit, it must be processed as a formal Task Authorization Amendment prior to the work being authorized and performed.  The SES Consultant shall report costs incurred for the Task Authorization in their monthly invoices, with the total costs incurred to date, and the unused budget remaining.  The SES Consultant may use any of their staff, whether they have an approved Personnel Authorization or not.  The time that SES Consultant staff charge to Task Authorizations does not count against their approved number of hours for Personnel Authorizations. Rules of Engagement PSA2021-002 Page 2 of 4 Task Directives Task Directives also have an explicit scope of work, but the level of detail may be lower. Task Directives need a negotiated budgetary estimate, but it is not a firm upper limit.  The scope of work for Task Directives may be less detailed than what is required for a Task Authorization.  A schedule to complete the work should generally be specified but is not always required.  Costs are tracked separately on invoices.  Personnel Authorizations are required for any staff working on a Task Directive. Project Role Project Role assignments direct the SES Consultant to assign a qualified individual or individuals to fill a particular role on a particular project. Standard project roles are listed below:  Admin Support  Construction Support  Electrical Engineer  Estimator  I&C Engineer  Inspection Civil - Mech  Inspection Elec - I&C  Project Engineer  Project Manager  Resident Engineer  Submittals Group A project role may cover the entire role for the project, or a specifically designated portion of that role. When a role is limited, the description of the specific designation shall be included in the Resource Assignment Request.  The timing of delivery is based on the project schedule, or the specific designation.  SES Staff designated on an approved Project Role assignment shall work directly with other project team members (OC San or SES).  The Resource Assignment request shall indicate the anticipated fraction of a full- time equivalent the role is anticipated to take.  Personnel Authorizations are required for any Project Role assignments.  Time spent in a Project Role counts against Personnel Authorizations.  The SES Consultant shall identify a Technical Lead to support assigned SES Staff member in their designated role. Project direction, however, will generally come from the Project Team and Supervision in Engineering. Rules of Engagement PSA2021-002 Page 3 of 4 Program Role Program Role assignments direct the SES Consultant to assign a qualified individual or individuals to fill a particular role on an entire portfolio of projects. Program role assignments are intended to be used in two circumstances:  When OC San has no staff with the required qualification. An example of this is structural engineering.  When a pool of qualified individuals is required, with assignments and timing varying from day to day. This case applies specifically to inspection. In the case of inspection, the SES Consultant shall designate a dispatcher, with whom OC San’s Inspection Supervisor can coordinate assignments and schedules. The dispatcher may be one of the assigned inspectors, the SES Point of Contact, or another appropriate representative of the SES Consultant. The following apply to Program Roles:  Program Role assignments will generally be made before the specific need arises.  Only supervisors or managers may initiate a Program Role request.  Project Role assignments must be approved by the Engineering Manager responsible for the function.  Personnel Authorizations are required for any Program Role assignments.  Time spent in a Program Role counts against Personnel Authorizations. Personnel Authorizations Personnel authorizations (PA’s) provide the DOE’s approval for a particular individual to work on Task Directives, Project Roles, and Program Roles. They also designate the following:  The Project Role.  Their location as either Home Office or Site. This impacts the overhead rate to be used for billing.  The number of hours per week, or just a set number of hours as needed.  The total bill rate, including actual salary, overhead, and profit.  Any reimbursable expenses. This is typically used when travel is required or when a staff member needs a vehicle assigned to them due to the nature of their assignments. The following apply to Personnel Authorization:  They require approval by the DOE.  They are specific to one person.  They need not be project specific.  For on-site PA’s, the PA authorizes office space, key cards, an OC San phone extension, and network access. Rules of Engagement PSA2021-002 Page 4 of 4 Staff Supervision The SES Consultant is responsible for supervision of its entire staff, including the following:  Administrative Supervision (SES Consultant staff only) o Performance Reviews o Timecard Approvals o Work Hours  Supervision of Assigned Scope Deliverables o Work Prioritization o Technical input, guidance, and direction  Quality Control for o Task Authorizations. o Task Directives, when Quality Control is specified in the scope of work. OC San will not be responsible for supervision of SES Consultant staff. OC San will however provide direction as an Owner. Examples include the following:  Project decisions and priorities  Design standards  OC San’s preferences  Financial considerations  Risk considerations  Review for compliance with OC San Policies and Procedures  Coordination with other OC San projects and activities PSA PSA2021-002-2 Revised 110221 SUPPLEMENTAL ENGINEERING SERVICES Page 1 of 19 PROFESSIONAL SERVICES AGREEMENT THIS AGREEMENT, is made and entered into to be effective the 1st day of May, 2022, by and between the ORANGE COUNTY SANITATION DISTRICT, hereinafter referred to as "OC SAN", and JACOBS PROJECT MANAGEMENT CO., for purposes of this AGREEMENT hereinafter referred to as "CONSULTANT". OC SAN and CONSULTANT are referred to herein collectively as the "Parties" or individually as a "Party." WITNESSETH: WHEREAS, OC SAN desires to engage a consultant for Supplemental Engineering Services, PSA2021-002-2, to provide qualified staff as described in Attachment “A”, Scope of Work; and Attachment “A1”, Rules of Engagement, and, WHEREAS, CONSULTANT is qualified to provide the necessary services in connection with these requirements and has agreed to provide the requisite personnel and experience, and is capable of performing such services; and, WHEREAS, OC SAN has adopted procedures for the selection of professional services and has proceeded in accordance with said procedures to select a CONSULTANT to perform this work; and, WHEREAS, OC SAN shall manage selection of a Consultant for Task Order(s) when requested after award of this AGREEMENT based on the most appropriate qualifications and fit; and, WHEREAS, at its regular meeting on April 27, 2022 the Board of Directors, by Minute Order, accepted the recommendation of the Operations Committee to approve this AGREEMENT between OC SAN and CONSULTANT. NOW, THEREFORE, in consideration of the promises and mutual benefits, which will result to the parties in carrying out the terms of this AGREEMENT, it is mutually agreed as follows: 1. SCOPE OF WORK CONSULTANT agrees to furnish necessary professional services to accomplish the Scope of Work attached hereto as "Attachment A". Attachment “A” is hereby incorporated into this AGREEMENT. In the event of a conflict between the Scope of Work and this AGREEMENT, the terms of this AGREEMENT shall prevail. The standard of care applicable to CONSULTANT’s services will be the degree of skill and diligence normally employed by professional engineers or consultants performing the same or similar services at the time CONSULTANT’s services are performed. 2. COMPENSATION Total compensation shall be paid to CONSULTANT for services in accordance with the following provisions: PSA PSA2021-002-2 Revised 110221 SUPPLEMENTAL ENGINEERING SERVICES Page 2 of 19 A. Time and Material: Not to Exceed Aggregate Amount OC SAN shall compensate CONSULTANT for services performed under this AGREEMENT on a time and materials basis, not to exceed a maximum aggregate amount of Twenty-Nine Million Seven Hundred Thousand Dollars ($29,700,000) (“Total Compensation”) during the term of the AGREEMENT. B. Hourly Rates As a portion of the total compensation to be paid to CONSULTANT, OC SAN shall pay to CONSULTANT a sum equal to the burdened salaries (salaries plus benefits, overhead, and profit) actually paid by CONSULTANT charged on an hourly-rate basis to this project and paid to the personnel of CONSULTANT per Attachment “E”. OC SAN shall also pay to CONSULTANT a sum equal to the premium costs for overtime, charged on an hourly-rate basis, actually paid by CONSULTANT to the non-exempt personnel of CONSULTANT plus profit. Premium costs for overtime will not include fringe and overhead. Attachment “E” is hereby incorporated by reference. Upon request of OC SAN, CONSULTANT shall provide OC SAN with certified payroll records of all employees’ work that is charged to this AGREEMENT. C. Overhead i. “Field Staff” are defined as project-assigned staff by CONSULTANT, working at OC SAN’s facilities for a project-assigned period exceeding ninety (90) continuous calendar days. The overhead rates for Field Office Staff are included in Attachment “E”. ii. “Home Office Staff” are defined as staff assigned by CONSULTANT, supporting the project-assigned work, either by working at CONSULTANT’s or Subconsultant’s offices or at OC SAN’s site for periods less than ninety (90) continuous calendar days. The overhead rates for Home Office Staff are included in Attachment “E”. D. Profit Profit for CONSULTANT and Subconsultants shall be five percent (5%). Addenda shall be governed by the same maximum Profit percentage. As a portion of the total compensation to be paid to CONSULTANT and Subconsultants, OC SAN shall pay profit for all services rendered by CONSULTANT and Subconsultants for this AGREEMENT. E. Subconsultants For all Subconsultants, CONSULTANT may pay to Subconsultants total compensation on an hourly-rate basis per Attachment “E” – Fee Proposal and as specified in the Scope of Work. The SANITATION DISTRICT shall pay to CONSULTANT the actual costs of Subconsultants, without markup. PSA PSA2021-002-2 Revised 110221 SUPPLEMENTAL ENGINEERING SERVICES Page 3 of 19 F. Escalation For purposes of calculating hourly billing rates of CONSULTANT employees and any Subconsultant employees performing services under this AGREEMENT, the Maximum Hourly Rate as defined in Attachment “E” shall be adjusted annually based on the Employment Cost Index (ECI) of Los Angeles-Long Beach- Anaheim, California as of July 1 of each year. This rate is from the United States Department of Labor Bureau of Labor Statistics. The annual adjustments shall not exceed three percent (3%). The first hourly rate escalation will occur July 1, 2023. G. Reimbursable Direct Costs OC SAN will reimburse the CONSULTANT for reasonable travel and business expenses as described in this section and further described in Attachment “D” - Allowable Direct Costs to this AGREEMENT. The reimbursement of the above-mentioned expenses will be based on an “accountable plan” as considered by Internal Revenue Service (IRS). The plan includes a combination of reimbursements based upon receipts and a “per diem” component approved by IRS. The most recent schedule of the per diem rates utilized by OC SAN can be found on the U.S. General Service Administration website at http://www.gsa.gov/portal/category/104711#. The CONSULTANT shall be responsible for the most economical and practical means or management of reimbursable costs inclusive but not limited to travel, lodging and meals arrangements. OC SAN shall apply the most economic and practical method of reimbursement which may include reimbursements based upon receipts and/or “per diem” as deemed the most practical. CONSULTANT shall be responsible for returning to OC SAN any excess reimbursements after the reimbursement has been paid by OC SAN. Travel and travel arrangements – Any travel involving airfare, overnight stays or multiple day attendance must be approved by OC SAN in advance. Local Travel is considered travel by the CONSULTANT within OC SAN geographical area which includes Orange, Los Angeles, Ventura, San Bernardino, Riverside, San Diego, Imperial and Kern Counties. Automobile mileage is reimbursable if CONSULTANT is required to utilize personal vehicle for local travel. Lodging – Overnight stays will not be approved by OC SAN for local travel. However, under certain circumstances overnight stay may be allowed at the discretion of OC SAN based on reasonableness of meeting schedules and the amount of time required for travel by the CONSULTANT. Such determination will be made on a case-by-case basis and at the discretion of OC SAN. Travel Meals – Per-diem rates as approved by IRS shall be utilized for travel meals reimbursements. Per diem rates shall be applied to meals that are appropriate for travel times. Receipts are not required for the approved meals. PSA PSA2021-002-2 Revised 110221 SUPPLEMENTAL ENGINEERING SERVICES Page 4 of 19 Additional details related to the reimbursement of the allowable direct costs are provided in the Attachment “D” - Allowable Direct Costs of this AGREEMENT. OC SAN shall also pay to CONSULTANT actual costs for equipment rentals, leases or purchases with prior approval of OC SAN. OC SAN will not pay per diem for Field Office Staff, nor will it pay for any relocation of staff to be assigned under this AGREEMENT. H. Limitation of Costs If, at any time, CONSULTANT estimates the cost of performing the services described in any of CONSULTANT’s Task Authorizations will exceed seventy-five percent (75%) of the not-to-exceed amount of the Task Authorization, CONSULTANT shall notify OC SAN immediately, and in writing. This written notice shall indicate the additional amount necessary to complete the services. Any cost incurred in excess of the approved not-to-exceed amount, without the express written consent of OC SAN’s authorized representative shall be at CONSULTANT’s own risk. This written notice shall be provided separately from, and in addition to any notification requirements contained in the CONSULTANT’s invoice and monthly progress report. Failure to notify OC SAN that the services cannot be completed within the authorized not-to-exceed amount is a material breach of this AGREEMENT. 3. REALLOCATION OF TOTAL COMPENSATION OC SAN, by its Director of Engineering, shall have the right to approve a reallocation of the incremental amounts constituting the Total Compensation, provided that the Total Compensation is not increased. 4. KEY POSITIONS CONSULTANT shall notify OC SAN in advance changes to any key CONSULTANT employees performing services under this AGREEMENT. Positions considered to be Key Positions are Point of Contact, and any field office staff working under the AGREEMENT. Should a CONSULTANT employee within one of these categories become no longer available to OC SAN, CONSULTANT shall submit the resume and qualifications of the proposed replacement to OC SAN for approval as soon as possible, but in no event later than seven (7) calendar days prior to the departure of the incumbent Key Position unless CONSULTANT is not provided with such notice by the departing staff. 5. PAYMENT A. Monthly Invoice: CONSULTANT shall include in its monthly invoice, a detailed breakdown of costs associated with the performance of any corrections or revisions of the work for that invoicing period, in a format acceptable to OC SAN. CONSULTANT shall warrant and certify the accuracy of these costs and provide all support documentation required by OC SAN. CONSULTANT understands that submitted costs are subject to Section 16 Audit Provisions. PSA PSA2021-002-2 Revised 110221 SUPPLEMENTAL ENGINEERING SERVICES Page 5 of 19 B. Upon receipt of a properly prepared invoice, as described above, payment shall be made by OC SAN to CONSULTANT within sixty (60) calendar days. C. Upon satisfactory completion of the work performed hereunder and prior to final payment under this AGREEMENT for such work, or prior settlement upon termination of this AGREEMENT, and as a condition precedent thereto, CONSULTANT shall execute and deliver to OC SAN a release of all claims against OC SAN arising under or by virtue of this AGREEMENT other than such claims, if any, as may be specifically exempted by CONSULTANT from the operation of the release in stated amounts to be set forth therein. D. Pursuant to the California False Claims Act (Government Code sections 12650-12655), any CONSULTANT that knowingly submits a false claim to OC SAN for compensation under the terms of this AGREEMENT may be held liable for treble damages and up to a $10,000 civil penalty for each false claim submitted. This section shall also be binding on all Subconsultants. A CONSULTANT or Subconsultant shall be deemed to have submitted a false claim when the CONSULTANT or Subconsultant: (a) knowingly presents or causes to be presented to an officer or employee of OC SAN a false claim or request for payment or approval; (b) knowingly makes, uses, or causes to be made or used a false record or statement to get a false claim paid or approved by OC SAN; (c) conspires to defraud OC SAN by getting a false claim allowed or paid by OC SAN; (d) knowingly makes, uses, or causes to be made or used a false record or statement to conceal, avoid, or decrease an obligation to OC SAN; or (e) is a beneficiary of an inadvertent submission of a false claim to OC SAN, and fails to disclose the false claim to OC SAN within a reasonable time after discovery of the false claim. 6. TERM This AGREEMENT shall commence upon the effective date first written above, and shall continue in full force and effect through April 30, 2025, (“Initial Term”) unless earlier terminated or extended as provided in the AGREEMENT. OC SAN, at its sole discretion, may elect to extend the term of this AGREEMENT up to an additional twelve (12) months, commencing May 1, 2025, and continuing through April 30, 2026, (“Option Term 1”), and thereupon require CONSULTANT to continue to provide services, and otherwise perform, in accordance with Attachment “A”, entitled “Scope of Work” and Attachment “A1”, entitled “Rules of Engagement”. OC SAN, at its sole discretion, may elect to extend the term of this AGREEMENT up to an additional twelve (12) months, commencing May 1, 2026, and continuing through April 30, 2027, (“Option Term 2”), and thereupon require CONSULTANT to continue to provide services, and otherwise perform, in accordance with Attachment “A”, entitled “Scope of Work”, and Attachment “A1”, entitled “Rules of Engagement”. OC SAN’s election to extend the AGREEMENT beyond the Initial Term shall not diminish its right to terminate the AGREEMENT for OC SAN’s convenience or CONSULTANT’s default as provided elsewhere in this AGREEMENT. The “maximum term” of this AGREEMENT shall be from the effective date first written above through April 30, 2027, which period encompasses the Initial Term and two (2) Option Terms. PSA PSA2021-002-2 Revised 110221 SUPPLEMENTAL ENGINEERING SERVICES Page 6 of 19 7. PREVAILING WAGES To the extent CONSULTANT intends to utilize employees who will perform work during the AGREEMENT, as more specifically defined under Labor Code Section 1720, CONSULTANT shall be subject to prevailing wage requirements with respect to such employees. 8. CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS (DIR) REGISTRATION AND RECORD OF WAGES A. To the extent CONSULTANT’s employees and/or Subconsultants who will perform Work during the design and preconstruction phases of a construction contract for which Prevailing Wage Determinations have been issued by the DIR and as more specifically defined under Labor Code Section 1720 et seq, CONSULTANT and Subconsultants shall comply with the registration requirements of Labor Code Section 1725.5. Pursuant to Labor Code Section 1771.4, the Work is subject to compliance monitoring and enforcement by the DIR. B. The CONSULTANT and Subconsultants shall maintain accurate payroll records and shall comply with all the provisions of Labor Code Section 1776, and shall submit payroll records to the Labor Commissioner pursuant to Labor Code Section 1771.4(a)(3). Penalties for non-compliance with the requirements of Section 1776 may be deducted from progress payments per Section 1776. C. Pursuant to Labor Code Section 1776, the CONSULTANT and Subconsultants shall furnish a copy of all certified payroll records to OC SAN and/or general public upon request, provided the public request is made through OC SAN, the Division of Apprenticeship Standards or the Division of Labor Enforcement of the Department of Industrial Relations. D. The CONSULTANT and Subconsultants shall comply with the job site notices posting requirements established by the Labor Commissioner per Title 8, California Code of Regulations Section 16461(e). 9. CONFLICT OF INTEREST CODE OC SAN may designate some or all of the individuals performing services under the AGREEMENT as “designated positions” subject to OC SAN’s Conflict of Interest Code. Consultant employees acting in these designated positions must comply with certain requirements under the Political Reform Act. Consultant employees acting in these designated positions must file an annual report identifying some or all of their financial interests such as sources of income, sources of gifts received from special sources of income and sources of gifts. Currently the limit is $520 per year from any one source. CONSULTANT and all its employees, staff, or personnel assigned to an OC SAN designated position shall comply with the Political Reform Act and related reporting requirements and gift limitation. PSA PSA2021-002-2 Revised 110221 SUPPLEMENTAL ENGINEERING SERVICES Page 7 of 19 10. INDEPENDENT CONTRACTOR The CONSULTANT and Subconsultants shall be independent contractors and not agents of OC SAN. Any provisions of this AGREEMENT that may appear to give OC SAN the right to direct the CONSULTANT concerning the details of performing the professional services, or to exercise any control over such performance, shall mean only that the CONSULTANT shall follow the direction of OC SAN concerning the end results of the performance. 11. DOCUMENT OWNERSHIP – CONSULTANT PERFORMANCE A. Ownership of Documents for the Professional Services performed. All documents in all forms (electronic, paper, etc.), including, but not limited to, studies, sketches, drawings, computer printouts, disk files, and electronic copies prepared in connection with or related to the Scope of Work or Professional Services, shall be the property of OC SAN. OC SAN’s ownership of these documents includes use of, reproduction or reuse of and all incidental rights, whether or not the work for which they were prepared has been performed. OC SAN ownership entitlement arises upon payment or any partial payment for work performed and includes ownership of any and all work product completed prior to that payment. This Section shall apply whether the CONSULTANT’s Professional Services are terminated: a) by the completion of the AGREEMENT, or b) in accordance with other provisions of this AGREEMENT. Notwithstanding any other provision of this paragraph or AGREEMENT, the CONSULTANT shall have the right to make copies of all such plans, studies, sketches, drawings, computer printouts and disk files, and specifications. OC SAN acknowledges that documents prepared through Professional Services must be revised and sealed by a professional engineer prior to their reuse on another project. OC SAN acknowledges that it assumes all risk associated with reuse of such documents, which are not undertaken by CONSULTANT. B. CONSULTANT shall not be responsible for damage caused by subsequent changes to or uses of the study or deliverable where the subsequent changes or uses are not authorized or approved by CONSULTANT, provided that the service rendered by CONSULTANT was not a proximate cause of the damage. 12. INSURANCE A. General i. Insurance shall be issued and underwritten by insurance companies acceptable to OC SAN. ii. Insurers must have an “A-” Policyholder’s Rating, or better, and Financial Rating of at least Class VIII, or better, in accordance with the most current A.M. Best’s Guide Rating. However, OC SAN will accept State Compensation Insurance Fund, for the required policy of Worker’s Compensation Insurance subject to OC SAN’s option to require a change PSA PSA2021-002-2 Revised 110221 SUPPLEMENTAL ENGINEERING SERVICES Page 8 of 19 in insurer in the event the State Fund financial rating is decreased below “B”. Further, OC SAN will require CONSULTANT to substitute any insurer whose rating drops below the levels herein specified. Said substitution shall occur within twenty (20) days of written notice to CONSULTANT, by OC SAN or its agent. iii. Coverage shall be in effect prior to the commencement of any work under this AGREEMENT. B. General Liability The CONSULTANT shall maintain during the life of this AGREEMENT, including the period of warranty, Commercial General Liability Insurance written on an occurrence basis providing the following minimum limits of liability coverage: Two Million Dollars ($2,000,000) per occurrence with Four Million Dollars ($4,000,000) aggregate. If aggregate limits apply separately to this contract (as evidenced by submission of ISO form CG 25 03 or 25 04), then the aggregate limit may be equivalent to the per occurrence limit. Said insurance shall include coverage for the following hazards: Premises- Operations, blanket contractual liability (for this AGREEMENT), products liability/completed operations (including any product manufactured or assembled), broad form property damage, blanket contractual liability, independent contractors liability, personal and advertising injury, mobile equipment, owners and contractors protective liability, and cross liability and severability of interest clauses. A statement on an insurance certificate will not be accepted in lieu of the actual additional insured endorsement(s). If requested by OC SAN and applicable, XCU coverage (Explosion, Collapse and Underground) and Riggers/On Hook Liability must be included in the General Liability policy and coverage must be reflected on the submitted Certificate of Insurance. Where permitted by law, CONSULTANT hereby waives all rights of recovery by subrogation because of deductible clauses, inadequacy of limits of any insurance policy, limitations or exclusions of coverage, or any other reason against OC SAN, its or their officers, agents, or employees, and any other consultant, contractor or subcontractor performing work or rendering services on behalf of OC SAN in connection with the planning, development and construction of the project. In all its insurance coverages related to the work, CONSULTANT shall include clauses providing that each insurer shall waive all of its rights of recovery by subrogation against OC SAN, its or their officers, agents, or employees, or any other consultant, contractor or subcontractor performing work or rendering services at the project. Where permitted by law, CONSULTANT shall require similar written express waivers and insurance clauses from each of its Subconsultants of every tier. A waiver of subrogation shall be effective as to any individual or entity, even if such individual or entity (a) would otherwise have a duty of indemnification, contractual or otherwise, (b) did not pay the insurance premium, directly or indirectly, and (c) whether or not such individual or entity has an insurable interest in the property damaged. PSA PSA2021-002-2 Revised 110221 SUPPLEMENTAL ENGINEERING SERVICES Page 9 of 19 C. Umbrella Excess Liability The minimum limits of general liability and Automotive Liability Insurance required, as set forth herein, shall be provided for through either a single policy of primary insurance or a combination of policies of primary and umbrella excess coverage. Umbrella excess liability coverage shall be issued with limits of liability which, when combined with the primary insurance, will equal the minimum limits for general liability and automotive liability. D. Automotive/Vehicle liability Insurance The CONSULTANT shall maintain a policy of Automotive Liability Insurance on a comprehensive form covering all owned, non-owned, and hired automobiles, trucks, and other vehicles providing the following minimum limit of liability coverage: Combined single limit of Five Hundred Thousand Dollars ($500,000). A statement on an insurance certificate will not be accepted in lieu of the actual additional insured endorsement. E. Drone Liability Insurance If a drone will be used, drone liability insurance must be maintained by CONSULTANT in the amount of One Million Dollars ($1,000,000) in a form acceptable by OC SAN. F. Worker’s Compensation Insurance The CONSULTANT shall provide such Workers’ Compensation Insurance as required by the Labor Code of the State of California in the amount of the statutory limit, including Employer’s Liability Insurance with a minimum limit of One Million Dollars ($1,000,000) per occurrence. Such Worker’s Compensation Insurance shall be endorsed to provide for a waiver of subrogation in favor of OC SAN. A statement on an insurance certificate will not be accepted in lieu of the actual endorsements unless the insurance carrier is State of California Insurance Fund and the identifier “SCIF” and endorsement numbers 2570 and 2065 are referenced on the certificate of insurance. If an exposure to Jones Act liability may exist, the insurance required herein shall include coverage for Jones Act claims. G. Errors and Omissions/Professional Liability CONSULTANT shall maintain in full force and effect, throughout the term of this AGREEMENT, standard industry form professional negligence errors and omissions insurance coverage in an amount of not less than Five Million Dollars ($5,000,000) with limits in accordance with the provisions of this Paragraph. If the policy of insurance is written on a “claims made” basis, said policy shall be continued in full force and effect at all times during the term of this AGREEMENT, and for a period of five (5) years from the date of the completion of the services hereunder. In the event of termination of said policy during this period, CONSULTANT shall obtain continuing insurance coverage for the prior acts or omissions of CONSULTANT during the course of performing services under the term of this PSA PSA2021-002-2 Revised 110221 SUPPLEMENTAL ENGINEERING SERVICES Page 10 of 19 AGREEMENT. Said coverage shall be evidenced by either a new policy evidencing no gap in coverage or by separate extended “tail” coverage with the present or new carrier. In the event the present policy of insurance is written on an “occurrence” basis, said policy shall be continued in full force and effect during the term of this AGREEMENT or until completion of the services provided for in this AGREEMENT, whichever is later. In the event of termination of said policy during this period, new coverage shall be obtained for the required period to insure for the prior acts of CONSULTANT during the course of performing services under the term of this AGREEMENT. CONSULTANT shall provide to OC SAN a certificate of insurance in a form acceptable to OC SAN indicating the deductible or self-retention amounts and the expiration date of said policy, and shall provide renewal certificates not less than ten (10) days prior to the expiration of each policy term. H. Proof of Coverage The CONSULTANT shall furnish OC SAN with original certificates and amendatory endorsements effecting coverage. Said policies and endorsements shall conform to the requirements herein stated. All certificates and endorsements are to be received and approved by OC SAN before work commences. OC SAN reserves the right to review redacted copies of all required insurance policies, provided that neither the policy limits nor carrier names are redacted, including endorsements, effecting the coverage required, at any time. The following are approved forms that must be submitted as proof of coverage: • Certificate of Insurance ACORD Form 25 or other equivalent Certificate of Insurance form. • Additional Insurance (General Liability) The combination of (ISO Forms) CG 2010 and CG 2037 All other Additional Insured endorsements must be submitted for approval by OC SAN, and OC SAN may reject alternatives that provide different or less coverage to OC SAN. • Additional Insured (Auto Liability) Submit endorsement provided by carrier for OC SAN approval. • Waiver of Subrogation Submit workers’ compensation waiver of subrogation endorsement provided by carrier for OC SAN approval. • Cancellation Notice No endorsement is required. However, CONSULTANT is responsible for notifying OC SAN of any pending or actual insurance policy cancellation, as described in Article I. Cancellation and Policy Change Notice, below. PSA PSA2021-002-2 Revised 110221 SUPPLEMENTAL ENGINEERING SERVICES Page 11 of 19 I. Cancellation and Policy Change Notice The CONSULTANT is required to notify OC SAN in writing of any insurance cancellation notice it receives or other knowledge of pending or actual insurance policy cancellation, within two (2) working days of receipt of such notice or acquisition of such knowledge. Additionally, the CONSULTANT is required to notify OC SAN in writing of any change in the terms of insurance, including reduction in coverage or increase in deductible/SIR, within two (2) working days of receipt of such notice or knowledge of same. Said notices shall be mailed to OC SAN at: ORANGE COUNTY SANITATION DISTRICT 10844 Ellis Avenue, Fountain Valley, CA 92708 Attention: Contracts, Purchasing & Materials Management Division J. Primary Insurance The General and Automobile liability policies shall contain a Primary and Non- Contributory Clause. Any other insurance maintained by OC SAN shall be excess and not contributing with the insurance provided by CONSULTANT. K. Separation of Insured The General and Automobile liability policies shall contain a “Separation of Insureds” clause. L. Non-Limiting (if applicable) Nothing in this document shall be construed as limiting in any way, nor shall it limit the indemnification provision contained in this AGREEMENT, or the extent to which CONSULTANT may be held responsible for payment of damages to persons or property. M. Deductibles and Self-Insured Retentions Any deductible and/or self-insured retention must be declared to OC SAN on the Certificate of Insurance. All deductibles and/or self-insured retentions require approval by OC SAN. At the option of OC SAN, either: the insurer shall reduce or eliminate such deductible or self-insured retention as respects OC SAN; or the CONSULTANT shall provide a financial guarantee satisfactory to OC SAN guaranteeing payment of losses and related investigations, claim administration and defense expenses. N. Defense Costs The General and Automobile Liability policies shall have a provision that defense costs for all insureds and additional insureds are paid in addition to and do not deplete any policy limits. PSA PSA2021-002-2 Revised 110221 SUPPLEMENTAL ENGINEERING SERVICES Page 12 of 19 O. Subconsultants The CONSULTANT shall be responsible to establish insurance requirements for any Subconsultant hired by the CONSULTANT. The insurance shall be in amounts and types reasonably sufficient to deal with the risk of loss involving the Subconsultant’s operations and work. 13. SCOPE CHANGES In the event of a change in the Scope of Work or a change in Key Personnel, or change in hourly rates, as requested by OC SAN, the Parties hereto shall execute an Amendment to this AGREEMENT setting forth with particularity all terms of the new AGREEMENT. CONSULTANT’s compensation for additional services authorized and performed in accordance with this AGREEMENT shall be agreed to by OC SAN and CONSULTANT in writing prior to the time that the additional services are authorized. An Amendment shall be executed to document the change. CONSULTANT hereby agrees to use any and all procedures, programs, and systems required by OC SAN to process and execute such Amendment(s), including, but not limited to, computer programs and systems. 14. PROJECT TEAM AND SUBCONSULTANTS Neither this AGREEMENT nor any interest herein nor claim hereunder may be assigned by CONSULTANT either voluntarily or by operation of law, nor may all or any part of the AGREEMENT be subcontracted by CONSULTANT, without the prior written consent of OC SAN. Consent by OC SAN shall not be deemed to relieve CONSULTANT of its obligation to comply fully with all terms and conditions of this AGREEMENT. CONSULTANT shall provide to OC SAN, prior to execution of this AGREEMENT, the names and full description of all Subconsultants and CONSULTANT’s project team members anticipated to be used under this AGREEMENT by CONSULTANT. CONSULTANT shall include a description of the work and services to be done by each Subconsultant and each of CONSULTANT’s team member. CONSULTANT shall include the respective compensation amounts for CONSULTANT and each Subconsultant, broken down as indicated in Section 2- COMPENSATION. There shall be no substitution of the listed Subconsultants and CONSULTANT’s team members without prior written approval by OC SAN. 15. ENGINEERING REGISTRATION The CONSULTANT's personnel and Subconsultants are comprised of registered engineers and a staff of specialists and draftsmen in each department. The firm itself is not a registered engineer but represents and agrees that wherever, in the performance of this AGREEMENT, the services of a registered engineer is required, such services hereunder will be performed under the direct supervision of registered engineers who are registered in California. PSA PSA2021-002-2 Revised 110221 SUPPLEMENTAL ENGINEERING SERVICES Page 13 of 19 16. AUDIT PROVISIONS A. OC SAN retains the reasonable right to access, review, examine, and audit, any and all books, records, documents and any other evidence of procedures and practices that OC SAN determines are necessary to discover and verify that the CONSULTANT is in compliance with all requirements under this AGREEMENT. The CONSULTANT shall include OC SAN’s right as described above, in any and all of their subcontracts, and shall ensure that these rights are binding upon all Subconsultants. B. OC SAN retains the right to examine CONSULTANT’s books, records, documents and any other evidence of procedures and practices that OC SAN determines are necessary to discover and verify all direct and indirect costs, of whatever nature, which are claimed to have been incurred, or anticipated to be incurred or to ensure CONSULTANT’s compliance with all requirements under this AGREEMENT during the term of this AGREEMENT and for a period of three (3) years after its termination. C. CONSULTANT shall maintain complete and accurate records in accordance with generally accepted industry standard practices and OC SAN’s policy. The CONSULTANT shall make available to OC SAN for review and audit, all project related accounting records and documents, and any other financial data within 15 days after receipt of notice from OC SAN. Upon OC SAN’s request, the CONSULTANT shall submit exact duplicates of originals of all requested records to OC SAN. If an audit is performed, CONSULTANT shall ensure that a qualified employee of the CONSULTANT will be available to assist OC SAN’s auditor in obtaining all accounting records and documents, and any other financial data related to this AGREEMENT. 17. LEGAL RELATIONSHIP BETWEEN PARTIES The legal relationship between the parties hereto is that of an independent contractor and nothing herein shall be deemed to transform CONSULTANT, its staff, independent contractors, or Subconsultants into employees of OC SAN. CONSULTANT’S staff performing services under the AGREEMENT shall at all times be employees and/or independent contractors of CONSULTANT. CONSULTANT shall monitor and control its staff and pay wages, salaries, and other amounts due directly to its staff in connection with the AGREEMENT. CONSULTANT shall be responsible for hiring, review, and termination of its staff and shall be accountable for all reports and obligations respecting them, such as social security, income tax withholding, unemployment compensation, workers’ compensation and similar matters. To the fullest extent permitted by law, CONSULTANT shall defend and indemnify OC SAN from and against any and all claims by CONSULTANT, its principals, officers, agents, employees, former employees, suppliers, Subconsultants, subcontractors, and/or anyone employed directly or indirectly by any of them for benefits provided to employees of OC SAN, including, but not limited to: worker’s compensation, unemployment compensation, participation in the Orange County Employees Retirement System, paid time off, medical insurance, dental insurance, vision insurance, PSA PSA2021-002-2 Revised 110221 SUPPLEMENTAL ENGINEERING SERVICES Page 14 of 19 life/accidental death and dismemberment insurance, disability insurance, etc. In addition, CONSULTANT shall be required to indemnify the Indemnified Parties for any costs related to such claims. 18. NOTICES All notices hereunder and communications regarding the interpretation of the terms of this AGREEMENT, or changes thereto, shall be effected by delivery of said notices in person or by depositing said notices in the U.S. mail, registered or certified mail, return receipt requested, postage prepaid and addressed as follows: ORANGE COUNTY SANITATION DISTRICT 10844 Ellis Avenue Fountain Valley, CA 92708-7018 Attention: Diane Marzano, Senior Contracts Administrator Copy: Jeffrey Mohr, Engineering Manager CONSULTANT: JACOBS PROJECT MANAGEMENT CO. 2600 Michelson Drive, Suite 500 Irvine, CA 92612 Attention: Anni Larkins, Point-of-Contact All communication regarding the Scope of Work, will be addressed to the Engineering Manager. Direction from other OC SAN staff must be approved in writing by OC SAN’s Engineering Manager prior to any action by the CONSULTANT. 19. TERMINATION OC SAN may terminate this AGREEMENT at any time, without cause, upon giving thirty (30) days written notice to CONSULTANT. In the event of such termination, CONSULTANT shall be entitled to compensation for work performed on a prorated basis through and including the effective date of termination. CONSULTANT shall be permitted to terminate this AGREEMENT upon thirty (30) days written notice only if CONSULTANT is not compensated for billed amounts in accordance with the provisions of this AGREEMENT, when the same are due. Notice of termination shall be mailed to OC SAN at the address listed in Section 18 - NOTICES. 20. DOCUMENTS AND STUDY MATERIALS The documents and study materials for this AGREEMENT shall become the property of OC SAN upon the termination or completion of the work. CONSULTANT agrees to furnish to OC SAN copies of all memoranda, correspondence, electronic materials, computation and study materials in its files pertaining to the work described in this AGREEMENT, which is requested in writing by OC SAN. PSA PSA2021-002-2 Revised 110221 SUPPLEMENTAL ENGINEERING SERVICES Page 15 of 19 21. COMPLIANCE A. Labor CONSULTANT certifies by the execution of this AGREEMENT that it pays employees not less than the minimum wage as defined by law, and that it does not discriminate in its employment with regard to race, color, religion, sex or national origin; that it is in compliance with all federal, state and local directives and executive orders regarding non-discrimination in employment; and that it agrees to demonstrate positively and aggressively the principle of equal opportunity in employment. B. Air Pollution CONSULTANT and its subconsultants and subcontractors shall comply with all applicable federal, state and local air pollution control laws and regulations. C. Iran Contracting Act CONSULTANT and its subconsultants and subcontractors shall comply with the Iran Contracting Act of e and local air pollution control laws and regulations. (Public Contract Code sections 2200-2208). 22. AGREEMENT EXECUTION AUTHORIZATION Both OC SAN and CONSULTANT do covenant that each individual executing this document by and on behalf of each Party) is a person duly authorized to execute this AGREEMENT for that Party. 23. DISPUTE RESOLUTION In the event of a dispute arising between the parties regarding performance or interpretation of this AGREEMENT, the dispute shall be resolved by binding arbitration under the auspices of the Judicial Arbitration and Mediation Service (“JAMS”), or similar organization or entity conducting alternate dispute resolution services. 24. ATTORNEY'S FEES, COSTS AND NECESSARY DISBURSEMENTS If any action at law or in equity or if any proceeding in the form of an Alternative Dispute Resolution (ADR) is necessary to enforce or interpret the terms of this AGREEMENT, the prevailing party shall be entitled to reasonable attorney's fees, costs and necessary disbursements in addition to any other relief to which he may be entitled. 25. INDEMNIFICATION To the fullest extent permitted by law, CONSULTANT shall indemnify, defend (at CONSULTANT’s sole cost and expense and with legal counsel approved by OC SAN, which approval shall not be unreasonably withheld), protect and hold harmless OC SAN and all of OC SAN’s officers, directors, employees, CONSULTANT’s, and agents (collectively the “Indemnified Parties”), from and against any and all claims, damages, liabilities, causes of action, suits, arbitration awards, losses, judgments, fines, penalties, PSA PSA2021-002-2 Revised 110221 SUPPLEMENTAL ENGINEERING SERVICES Page 16 of 19 costs and expenses (including, without limitation, attorneys’ fees, disbursements and court costs, and all other professional, expert or CONSULTANT’s fees and costs and OC SAN’s general and administrative expenses; individually, a “Claim”; collectively, “Claims”) which may arise from or are in any manner related, directly or indirectly, to any work performed, or any operations, activities, or services provided by CONSULTANT in carrying out its obligations under this AGREEMENT to the extent of the negligent, recklessness and/or willful misconduct of CONSULTANT, its principals, officers, agents, employees, CONSULTANT’s suppliers, CONSULTANT, Subconsultants, subcontractors, and/or anyone employed directly or indirectly by any of them, regardless of any contributing negligence or strict liability of an Indemnified Party. Notwithstanding the foregoing, nothing herein shall be construed to require CONSULTANT to indemnify the Indemnified Parties from any Claim arising solely from: (A) the active negligence or willful misconduct of the Indemnified Parties; or (B) a natural disaster or other act of God, such as an earthquake; or (C) the independent action of a third party who is neither one of the Indemnified Parties nor the CONSULTANT, nor its principal, officer, agent, employee, nor CONSULTANT’s supplier, CONSULTANT, Subconsultant, subcontractor, nor anyone employed directly or indirectly by any of them. Exceptions (A) through (B) above shall not apply, and CONSULTANT shall, to the fullest extent permitted by law, indemnify the Indemnified Parties, from Claims arising from more than one cause if any such cause taken alone would otherwise result in the obligation to indemnify hereunder. CONSULTANT’s liability for indemnification hereunder is in addition to any liability CONSULTANT may have to OC SAN for a breach by CONSULTANT of any of the provisions of this AGREEMENT. Under no circumstances shall the insurance requirements and limits set forth in this AGREEMENT be construed to limit CONSULTANT’s indemnification obligation or other liability hereunder. The terms of this AGREEMENT are contractual and the result of negotiation between the parties hereto. Accordingly, any rule of construction of contracts (including, without limitation, California Civil Code Section 1654) that ambiguities are to be construed against the drafting party, shall not be employed in the interpretation of this AGREEMENT. CONSULTANT is indemnified in OC SAN’s standard construction contracts. This indemnification is in the General Conditions which are attached to OC SAN’s standard construction contracts when these contracts are issued. 26. DUTY TO DEFEND The duty to defend hereunder is wholly independent of and separate from the duty to indemnify and such duty to defend shall exist regardless of any ultimate liability of CONSULTANT and shall be consistent with Civil Code section 2782.8. Such defense obligation shall arise immediately upon presentation of a Claim by any person if, without regard to the merit of the Claim, such Claim could potentially result in an obligation to indemnify one or more Indemnified Parties, and upon written notice of such Claim being provided to CONSULTANT. Payment to CONSULTANT by any Indemnified Party or the payment or advance of defense costs by any Indemnified Party shall not be a condition PSA PSA2021-002-2 Revised 110221 SUPPLEMENTAL ENGINEERING SERVICES Page 17 of 19 precedent to enforcing such Indemnified Party’s rights to indemnification hereunder. In the event a final judgment, arbitration, award, order, settlement, or other final resolution expressly determines that the claim did not arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the CONSULTANT, to any extent, then OC SAN will reimburse CONSULTANT for the reasonable costs of defending the Indemnified Parties against such claims. CONSULTANT’s indemnification obligation hereunder shall survive the expiration or earlier termination of this AGREEMENT until such time as action against the Indemnified Parties for such matter indemnified hereunder is fully and finally barred by the applicable statute of limitations. 27. COMPLIANCE WITH OC SAN POLICIES AND PROCEDURES CONSULTANT shall comply with all OC SAN policies and procedures including the Contractor Safety Standards, as applicable, all of which may be amended from time to time. 28. CLOSEOUT When OC SAN determines that all Work authorized under the AGREEMENT is fully complete and that OC SAN requires no further work from CONSULTANT, or the AGREEMENT is otherwise terminated or expires in accordance with the terms of the AGREEMENT, OC SAN shall give the Consultant written notice that the AGREEMENT will be closed out. CONSULTANT shall submit all outstanding billings, work submittals, deliverables, reports or similarly related documents as required under the AGREEMENT within thirty (30) days of receipt of notice of AGREEMENT closeout. Upon receipt of CONSULTANT’s submittals, OC SAN shall commence a closeout audit of the AGREEMENT and will either: i. Give the CONSULTANT a final AGREEMENT Acceptance: or ii. Advise the CONSULTANT in writing of any outstanding item or items which must be furnished, completed, or corrected at the CONSULTANT’s cost. CONSULTANT shall be required to provide adequate resources to fully support any administrative closeout efforts identified in the AGREEMENT Such support must be provided within the timeframe requested by OC SAN. Notwithstanding the final AGREEMENT acceptance, the CONSULTANT will not be relieved of its obligations hereunder, nor will the CONSULTANT be relieved of its obligations to complete any portions of the work, the non-completion of which were not disclosed to OC SAN (regardless of whether such nondisclosures were fraudulent, negligent, or otherwise), and the CONSULTANT shall remain obligated under all those provisions of the AGREEMENT which expressly or by their nature extend beyond and survive final AGREEMENT Acceptance. PSA PSA2021-002-2 Revised 110221 SUPPLEMENTAL ENGINEERING SERVICES Page 18 of 19 Any failure by OC SAN to reject the work or to reject the CONSULTANT’s request for final AGREEMENT Acceptance as set forth above shall not be deemed to be acceptance of the work by OC SAN for any purpose nor imply acceptance of, or AGREEMENT with, the CONSULTANT’s request for final AGREEMENT Acceptance. 29. PROHIBITION During the term of this AGREEMENT, CONSULTANT and its Subconsultants may not propose on any engineering or construction-related projects advertised by or on behalf of OC SAN, if such work presents actual or perceived conflict of interest with CONSULTANT’s assignments with OC SAN. CONSULTANT and its Subconsultants shall promptly disclose to OC SAN when such conflict exists prior to participating in any work as advertised by OC SAN or on its behalf. CONSULTANT and its Subconsultants acknowledge and agree that OC SAN’s determination regarding such conflicts, that may impact CONSULTANT’s and its Subconsultants’ ability to propose on the work as described herein, shall be final and cannot be appealed. 30. ENTIRE AGREEMENT This AGREEMENT constitutes the entire understanding and AGREEMENT between the Parties and supersedes all previous negotiations between them pertaining to the subject matter thereof. [THIS SECTION INTENTIONALLY LEFT BLANK] PSA PSA2021-002-2 Revised 110221 SUPPLEMENTAL ENGINEERING SERVICES Page 19 of 19 IN WITNESS WHEREOF, this AGREEMENT has been executed in the name of OC SAN, by its officers thereunto duly authorized, and CONSULTANT as of the day and year first above written. CONSULTANT: JACOBS PROJECT MANAGEMENT CO. By __________________________________________________ Date __________________________________________________ Printed Name & Title ORANGE COUNTY SANITATION DISTRICT By __________________________________________________ John B. Withers Date Board Chairman By __________________________________________________ Kelly A. Lore Date Clerk of the Board By __________________________________________________ Ruth Zintzun Date Purchasing & Contracts Manager Attachments: Attachment “A” – Scope of Work Attachment “A1” – Rules of Engagement Attachment “B” – Not Used Attachment “C” – Not Used Attachment “D” – Allowable Direct Costs Attachment “E” – Fee Proposal Attachment “F” – Not Used Attachment “G” – Not Used Attachment “H” – Not Used Attachment “I” – Not Used Attachment “J” – Not Used Attachment “K” – Contractor Safety Standards Attachment “L” – Not Used DM:ms SCOPE OF WORK PSA2021-002 1505425.1 Page 1 of 10 ATTACHMENT A SCOPE OF WORK I. SUMMARY Orange County Sanitation District (OC San) is a special district responsible for wastewater conveyance and treatment for metropolitan Orange County, California. It has been in existence since 1954 and is the third largest wastewater treatment agency west of the Mississippi River. OC San is soliciting Proposals to provide its engineering projects, which includes large and small capital projects and operationally funded repair projects. II. BACKGROUND OC San has budgeted for a 10-year $3.0 billion capital improvement program, the vast majority of which is managed by the Engineering Department. OC San also has an active asset management program which includes many repair projects that, due to their complexity, are managed by its Engineering Department. III. PROFESSIONAL SERVICES REQUIRED The following descriptions cover the types of professional services OC San will require under this agreement. OC San will determine that when specific services are required. The mechanisms for requesting, reviewing, authorizing, and terminating services under this agreement are documented in Attachment “A1” – Rules of Engagement. As described in that attachment, work assignments will fall into one of the following types:  Task Authorizations. Task Authorizations have formal scopes of work and firm upper limits.  Task Directives. Task Directives are typically smaller than Task Authorizations, but do not have a firm upper limit.  Project Role Assignments. In Project Role Assignments, the Consultant will provide a suitability qualified professional to fulfill the particular role on a particular project.  Program Role Assignments. In Program Role Assignments, the Consultant will provide a suitability qualified professional to fulfill the project role on a portfolio of projects. Architecture Design and oversee design by consultants of new building projects and tenant improvement projects. Work with City Building/Planning Departments, Fire Departments and other regulatory agencies as a liaison on behalf of OC San to ensure projects comply with permitting and code requirements. SCOPE OF WORK PSA2021-002 1505425.1 Page 2 of 10 Prepare more complex plan clarifications and changes in response to Contractor’s Request for Information during construction and verify that facilities constructed meet design specifications and regulatory requirements. Engineering – Construction Management Construction management activities include the following:  Perform a variety of work functions supporting the design and construction of wastewater treatment and collection systems.  Review construction documents including plans and specifications; interpret plans and specifications for construction work performed by OC San’s contractors; ensure contractual compliance with plans, specifications, codes and safety requirements; verify that materials being incorporated into project are per specification and with approved construction practices; coordinate equipment isolations, equipment and process tie-ins.  Prepare progress payments to the contractor; review submittals for material and equipment conformance to design specifications and plans.  Perform analysis of change orders; negotiate fair and reasonable costs for change orders; prepare change order reports and documents for consideration by the Board of Directors.  Oversee the start-up of facilities; participate in staff training.  Provide technical assistance and support to engineers and project managers; provide technical training as appropriate.  Prepare a variety of administrative, technical, and budget reports, memos, letters, and correspondence.  Perform constructability reviews.  Maintain comprehensive contractual records and periodically monitor progress of all goods and service agreements, from inception through completion, to enforce milestones, deliverables and post-contract warranties. Engineering – Civil / Mechanical Prepare detailed drawings, technical specifications, and scopes of work; review proposals; assist OC San in the consultants’ selection process and perform construction support services. Design or oversee design by consultants of sanitary sewers, sewer rehabilitation, mechanical piping systems, wastewater treatment systems, reclaimed water systems, lift stations, etc. including calculations. Lead design reviews to perform a comprehensive multi-discipline design review on assigned projects. Respond to engineering bid questions and addenda, respond to contractor’s request for information during construction of facility, verify that equipment meets design specifications, and prepare design changes. SCOPE OF WORK PSA2021-002 1505425.1 Page 3 of 10 Engineering - Electrical Provide electrical engineering services including design, design review, interdisciplinary review of design documents, construction support service for wastewater treatment plant electrical generating and distribution systems. Design and oversee design by consultants for medium voltage and low voltage electrical distribution systems and motor control systems including switchgear, single line diagrams, elementary diagrams, motor control schematics, short circuit calculations, protective device coordination studies, raceway/wire design, and hazardous area classification. Respond to contractor’s request for information during construction of facility, verify that equipment meets design specifications, and prepare design changes, review NETA test results, and perform electrical system startup and commissioning for low and medium-voltage systems. Perform short circuit calculations and protective device coordination studies utilizing ETAP software. Engineering - I&C Provide instrumentation and control engineering services including design, design review, interdisciplinary review of design documents, construction support service, and commissioning support for wastewater treatment plant control systems. Design and oversee design by consultants for process and instrumentation diagrams, control strategies, control system network diagrams, control system input/output list, control panel drawings, and commissioning procedures. Respond to contractor’s request for information during construction of facility, verify that equipment meets design specifications, prepare design changes, and support startup and commissioning. Engineering – Commissioning Coordinator Provide technical leadership and management of the development of commissioning procedures during design; review the proposed construction sequencing and commissioning packages established during design; review finalized commissioning procedures during construction; work closely and coordinate with the contractor’s commissioning coordinator; provide oversight of the contractor’s commissioning and start-up process and coordinate startups with operations and maintenance; coordinate OC San’s inspection, control system programming and engineering resources to support the contractor’s commissioning process; track outstanding commissioning items and support their resolution; and work closely with the resident engineer to provide commissioning status and notification of any issues or concerns. The commissioning coordinator shall have knowledge in electrical, instrumentation, control systems and process control. Engineering - Structural Prepare detailed drawings, technical specifications, and scopes of work; review proposals and technical memoranda prepared by others; prepare engineering analysis. SCOPE OF WORK PSA2021-002 1505425.1 Page 4 of 10 Provide structural analysis as needed to recommend structural improvements to existing facilities, analyze structural failures and recommend repairs. Design and oversee design by consultants of structural systems for water/wastewater facilities. Respond to structural Requests for Information and/or prepare more complex structural engineering design changes during construction of facility and verify that equipment meets design specifications and regulatory requirements. Inspection Inspection activities include the following:  Provide construction inspection for plant and collection facilities construction work performed by contractors to ensure contractual compliance with plans, specifications, codes, regulations, and OC San’s safety standards.  Prepare a variety of reports and documentation.  Review construction documents including plans and specifications.  Inspect plant and collection facilities construction work performed by contractors.  Verify that materials being incorporated into project are per specification and with approved construction practices.  Coordinate equipment and process isolations, shutdowns, and tie-ins.  Assist safety representatives with job hazard analysis.  Observe contractors work safety environment and compliance with traffic control plans and devices; work with contractor to establish and maintain a safe construction project for employees, customers, and the public.  Document and follow-up on actions regarding safety, traffic control plans, and working practices.  Assist in the maintenance of accurate as-built contract drawings  Verify contractor as-built drawings are maintained and correct.  Assist Resident Engineers on field change orders, plan clarifications, and plan changes.  Review and approve final drawings for the preparation of record drawings.  Prepare and maintain necessary construction inspection records and reports as a means of formal documentation including daily inspection reports, photo-logs, field test results, force account reports, extra work requests, project submittal files, and individual project logs.  Assist Resident Engineer in preparing monthly progress reports.  Attend construction meetings. SCOPE OF WORK PSA2021-002 1505425.1 Page 5 of 10  Work with contractors, regulatory agencies, utilities, city officials and the general public throughout construction project to coordinate work to be accomplished and ensure satisfactory project completion with minimum impact on the public or OC San facilities. Various disciplines may need continuous construction inspection including Civil, Structural, Pipeline, Mechanical, Electrical and Instrumentation disciplines of large complex water treatment facilities and rehabilitation. Project Management Project management functions for major capital projects include developing schedules, cost estimates and staffing requirements; assembling and leading project teams; planning, directing, and coordinating activities of projects to ensure that goals and objectives of projects are accomplished on schedule and within prescribed budget; inspecting quality and quantity of work; managing the selection of outside consultants; and preparing and presenting reports and other necessary correspondence on assigned projects. Manage a project or group of projects through all six phases of the Engineering Project Life Cycle, including project development, preliminary design, construction and installation, commissioning, and closeout. Manage, direct, and coordinate activities of the project team to ensure project progresses on schedule within prescribed budget, and with acceptable quality; confers with project team to provide technical advice and resolve problems; conducts project team meetings to ensure adequate communication of project status. Perform periodic review of work assignments to ensure that the work is satisfactory and is completed according to plan. Interface with senior management, the Board of Directors, peers, project staff, consultants, customers, and users as necessary to coordinate project execution; informs stakeholders of project status and possible outcomes. Prepare project reports for the Board of Directors, management, and others; makes presentations as necessary. Provides project management oversight of the selection process of outside consultants; oversees the bid, proposal, and selection/purchase recommendation process for major capital projects; solicits proposals; reviews proposals; assists OC San’s evaluation teams with selection of consultants establishes schedules and performance criteria. Work with consultants on project planning, preparation, scheduling, and execution of contracts; ensures work is completed on time and in conformance with plans and specifications. Apply project management tools as required to address the financial aspects and impacts of project variables such as delays to the project schedule. Serve as a liaison for the Engineering Department with other OC San departments, divisions, and outside agencies; provide project representation to commissions, committees, and task forces. SCOPE OF WORK PSA2021-002 1505425.1 Page 6 of 10 Support – Administrative Administrative support activities include the following:  Perform a variety of secretarial, advanced clerical, and routine administrative and programmatic work in support of assigned projects or programs, division, or department.  Participate in the administration of approved policies and procedures.  Prepare financial analysis and a variety of reports as required.  Provide information and assistance to other assigned project or program staff regarding assigned programs, policies and procedures. Support – Cost Estimating Cost estimating activities include the following:  Prepare cost estimates to provide detailed information regarding quantity and cost of materials and labor.  Develop processes and/or techniques that provide clear and standard estimating methods across projects.  Provide data for analytical comparisons between projects.  With estimating process, identify project cost changes as projects advance through the design process.  Review engineering plans and specifications to determine materials and quantities required by project specifications.  Recommend cost saving changes.  Review cost estimates and change orders submitted by construction contractors and provide recommendations.  Provide data for analytical comparisons between projects.  Prepare general budget estimates for new projects. Estimating shall include all disciplines including architectural, civil, structural, mechanical, plumbing, heating and air conditioning, fire protection, electrical and control systems. Support – Construction Scheduling Perform a variety of scheduling review and analyses involving wastewater treatment and collection systems, including the following activities:  Review design submittals prior to bid to ensure scope is achievable in the time stipulated.  Establish clear specifications and enforcement provisions with the contractors by placing schedule performance and proof of impact on the contractors. SCOPE OF WORK PSA2021-002 1505425.1 Page 7 of 10  Review construction contractor’s schedules for effective contractor performance.  Review baseline schedule submittals.  Support the Resident Engineer (RE) and Project Manager (PM) during scheduling meetings so they are effective and productive.  Maintain careful documentation of all schedule submittals so that any requests for time adjustments can be measured against the approved schedule in place at the time of impact is claimed.  Monitor actual progress versus planned progress. Provide exception reporting and recommend actions.  Perform analysis of change orders such as time impact analysis (TIA) and productivity claims. Support – Construction Claims / Mitigation Prepare detailed analysis of contractor-submitted requests for change, delay claims, time impact analyses (TIA) and/or government code claims including productivity loss claims, claims for differing site conditions, and/or total cost claims. Work may include analysis of liability, review of contract language and supporting documents, validating extended overhead costs, and review and analysis of any other supporting documentation. Work may also include a proactive strategy to reduce exposure, review of reporting requirements and practices, and conferring with project teams and/or managers to effectively implement practices to reduce liability and/or risk. Support – CAD Drafting and Design CAD drafting and design support include the following activities:  Use Computer Aided Design (CAD) equipment to provide support to Engineers by preparing layouts, detail drawings, sketches and diagrams. Drawings are to include all views and dimensions necessary for construction of wastewater treatment and collection systems. Work shall be compliant with OC San CAD Manual.  Draft engineering drawings of proposed wastewater treatment facility construction projects from engineer’s design drawings, including structures and notations; review maps and existing drawings to determine utility locations, elevations and other related information.  Consolidate changes made on drawings by consultants, engineers and inspectors with contractor’s as-built drawings to draft final record drawings on a wide variety of wastewater treatment facility construction projects.  Conduct field visits to confirm existing conditions and finished construction configuration.  Make appropriate notes of sizes, diameters, locations and other significant information and return to project engineer.  Provide technical assistance and support to engineers and engineering aides. SCOPE OF WORK PSA2021-002 1505425.1 Page 8 of 10 IV. TASK ASSIGNMENTS OC San will authorize specific tasks to be completed by CONSULTANT. These tasks will vary widely in size, cost, and complexity. Tasks will be authorized as either a Task Authorization or a Task Directive, as described in Attachment “A1” – Rules of Engagement. V. PERSONNEL ASSIGNMENTS OC San will require CONSULTANT to provide staff to fill specific roles on specific projects, and, in some cases, for its Engineering Program, as described in Attachment “A1” – Rules of Engagement. Project Role Assignments Project Role assignments involve CONSULTANT assigning a qualified individual or individuals to fill a particular role on a particular project. A project role may cover the entire role for the project, or a specifically designated portion of that role. CONSULTANT shall identify a Technical Lead to support assigned staff in their designated role. Project direction, however, will generally come from the Project Team and Supervision in Engineering. Program Role Assignments Program Role assignments direct CONSULTANT to assign a qualified individual or individuals to fill a particular role on an entire portfolio of projects. Personnel Authorizations Personnel Authorizations authorize a particular individual to work on Task Directives, Project Roles, and Program Roles. VI. LOGISTICS AND CONTRACT MANAGEMENT Work Location CONSULTANT’s on-site staff shall be located at OC San’s facilities in Fountain Valley or Huntington Beach, California. At times, work may be required at other OC San facilities or at job site locations away from OC San facilities. At the CONSULTANT’s discretion and concurrence with the OC San representative, the assigned CONSULTANT staff may be located at CONSULTANT’s home office. Advanced coordination with OC San may be required for CONSULTANT staff working at OC San facilities on OC San holidays. Point of Contact/Supervision CONSULTANT shall designate an individual as the single point of contact to direct efforts in fulfilling contracted obligations under this Agreement. The selected designee shall be responsible for the direct supervision of assigned staff, including such activities as work SCOPE OF WORK PSA2021-002 1505425.1 Page 9 of 10 schedules, quality of work performed, technical oversight, vacation requests, discipline, etc. The selected designee shall not be changed without prior written notification to the OC San representative. CONSULTANT is responsible for supervision of its entire staff, including the requirements defined in Attachment “A1” – Rules of Engagement: OC San Project Document Management CONSULTANT’s staff assigned to work on OC San projects shall save project related deliverables, documents and/or records in OC San accessible locations i.e., OC San SharePoint servers and/or OC San licensed cloud-based applications such as Bluebeam, PMWeb or One Drive, as applicable to the project assignment, to comply with Public Records Act requirements. Accessibility to these locations shall be provided by OC San. Provided Facilities & Equipment OC San will provide the following for CONSULTANT’s on-site staff:  Furnished office space at OC San  Computers, software, network, and printing capabilities  Office telephone Personal Protective Equipment CONSULTANT staff assigned to OC San facilities may be exposed to known plant process and work hazards and therefore will be required to have appropriate Personal Protective Equipment (PPE) such as: eye and face protection (safety glasses), head protection (hard hat), hand protection (gloves), foot protection (safety toed shoes), high visibility clothing (Class 3 vests), hearing protection, personal gas monitor (4 gas), fall protection (harness and lanyard) and other forms of PPE. CONSULTANT shall provide all equipment and training necessary to comply with OC San safety polices. Refer to Contractor Safety Standards – Attachment “K”. Time Tracking & Invoicing CONSULTANT shall submit invoices, including cost and hours, on a monthly basis. Invoice shall be submitted no later than the 15th of each month. OC San maintains a project controls system containing detailed cost and hours information for all Engineering Projects. The format for reporting hours shall be in an importable format, such as Microsoft Excel, and contain, at a minimum, the following items: Column Description Project Number OC San will provide a list of project numbers. These numbers are subject to change as new projects are added and existing projects are completed. SCOPE OF WORK PSA2021-002 1505425.1 Page 10 of 10 Work Package Number OC San will provide a list of work package numbers. The work package numbers are subject to change as a project transitions from one phase to the next. Employee ID Each employee included in the hours report must contain a unique identification number. Employee Name Employee name. Work Date The week ending date when work was performed. Hours by Week The total number of hours worked for the week. In addition, it may be necessary to report overtime hours which will require a separate report. Total Burdened Cost The total burdened cost shall include actual salary, fringe costs, overhead, and profit by person. Work Quality CONSULTANT shall be responsible for the professional quality and technical competence of assigned staff supplied to OC San. Additionally, the firm shall be responsible for the coordination of all efforts and other services furnished under the agreement. Management of Resource Assignments OC San will maintain a cloud-based workflow tool to request, review, authorize, and close resource assignments. That workflow tool is currently PMWeb. CONSULTANT’s Point of Contact will be required to utilize this tool to track all requests through their life cycles. OC San will use this workflow tool to verify that any invoiced costs have been duly approved through the workflow tool. Rules of Engagement PSA2021-002 Page 1 of 4 ATTACHMENT A1 RULES OF ENGAGEMENT This document describes options for OC San to utilize a Supplemental Engineering Services (SES) agreement to maintain the Engineering Project program while complying with Independent Contractor expectations. There are four mechanisms by which professional services can be supplied through the SES agreement:  Task Authorizations  Task Directives  Project Role Assignments  Program Role Assignments Task Directives, Project Role Assignments, and Program Role assignments require that anyone working under the mechanism also have an approved Personnel Authorization. These Terms of Engagement are intended to document how services are to be requested, authorized, and managed. Task Authorizations Task Authorizations have a formal scope of work, and a fixed upper limit. Distinguishing aspects of Task Authorizations include the following:  Requests for Task Authorization Proposals (RFTAPs) require a scope of work prepared by OC San staff.  RFTAPs and Task Authorizations must be approved by the Director of Engineering (DOE).  The scope of work should have the same level of detail as used for a Design Task Order or Planning Study Task Order, including schedule requirements, task, deliverables, and assumptions.  Task Authorization must specify a firm negotiated upper limit which may not be exceeded. If changes require a revision to that upper limit, it must be processed as a formal Task Authorization Amendment prior to the work being authorized and performed.  The SES Consultant shall report costs incurred for the Task Authorization in their monthly invoices, with the total costs incurred to date, and the unused budget remaining.  The SES Consultant may use any of their staff, whether they have an approved Personnel Authorization or not.  The time that SES Consultant staff charge to Task Authorizations does not count against their approved number of hours for Personnel Authorizations. Rules of Engagement PSA2021-002 Page 2 of 4 Task Directives Task Directives also have an explicit scope of work, but the level of detail may be lower. Task Directives need a negotiated budgetary estimate, but it is not a firm upper limit.  The scope of work for Task Directives may be less detailed than what is required for a Task Authorization.  A schedule to complete the work should generally be specified but is not always required.  Costs are tracked separately on invoices.  Personnel Authorizations are required for any staff working on a Task Directive. Project Role Project Role assignments direct the SES Consultant to assign a qualified individual or individuals to fill a particular role on a particular project. Standard project roles are listed below:  Admin Support  Construction Support  Electrical Engineer  Estimator  I&C Engineer  Inspection Civil - Mech  Inspection Elec - I&C  Project Engineer  Project Manager  Resident Engineer  Submittals Group A project role may cover the entire role for the project, or a specifically designated portion of that role. When a role is limited, the description of the specific designation shall be included in the Resource Assignment Request.  The timing of delivery is based on the project schedule, or the specific designation.  SES Staff designated on an approved Project Role assignment shall work directly with other project team members (OC San or SES).  The Resource Assignment request shall indicate the anticipated fraction of a full- time equivalent the role is anticipated to take.  Personnel Authorizations are required for any Project Role assignments.  Time spent in a Project Role counts against Personnel Authorizations.  The SES Consultant shall identify a Technical Lead to support assigned SES Staff member in their designated role. Project direction, however, will generally come from the Project Team and Supervision in Engineering. Rules of Engagement PSA2021-002 Page 3 of 4 Program Role Program Role assignments direct the SES Consultant to assign a qualified individual or individuals to fill a particular role on an entire portfolio of projects. Program role assignments are intended to be used in two circumstances:  When OC San has no staff with the required qualification. An example of this is structural engineering.  When a pool of qualified individuals is required, with assignments and timing varying from day to day. This case applies specifically to inspection. In the case of inspection, the SES Consultant shall designate a dispatcher, with whom OC San’s Inspection Supervisor can coordinate assignments and schedules. The dispatcher may be one of the assigned inspectors, the SES Point of Contact, or another appropriate representative of the SES Consultant. The following apply to Program Roles:  Program Role assignments will generally be made before the specific need arises.  Only supervisors or managers may initiate a Program Role request.  Project Role assignments must be approved by the Engineering Manager responsible for the function.  Personnel Authorizations are required for any Program Role assignments.  Time spent in a Program Role counts against Personnel Authorizations. Personnel Authorizations Personnel authorizations (PA’s) provide the DOE’s approval for a particular individual to work on Task Directives, Project Roles, and Program Roles. They also designate the following:  The Project Role.  Their location as either Home Office or Site. This impacts the overhead rate to be used for billing.  The number of hours per week, or just a set number of hours as needed.  The total bill rate, including actual salary, overhead, and profit.  Any reimbursable expenses. This is typically used when travel is required or when a staff member needs a vehicle assigned to them due to the nature of their assignments. The following apply to Personnel Authorization:  They require approval by the DOE.  They are specific to one person.  They need not be project specific.  For on-site PA’s, the PA authorizes office space, key cards, an OC San phone extension, and network access. Rules of Engagement PSA2021-002 Page 4 of 4 Staff Supervision The SES Consultant is responsible for supervision of its entire staff, including the following:  Administrative Supervision (SES Consultant staff only) o Performance Reviews o Timecard Approvals o Work Hours  Supervision of Assigned Scope Deliverables o Work Prioritization o Technical input, guidance, and direction  Quality Control for o Task Authorizations. o Task Directives, when Quality Control is specified in the scope of work. OC San will not be responsible for supervision of SES Consultant staff. OC San will however provide direction as an Owner. Examples include the following:  Project decisions and priorities  Design standards  OC San’s preferences  Financial considerations  Risk considerations  Review for compliance with OC San Policies and Procedures  Coordination with other OC San projects and activities 3/29/2022 1 Supplemental Engineering Services Contract No. PSA2021‐002 Presented by: Jeff Mohr Engineering Manager Operations Committee April 6, 2022 2 144 146 138 145 141 134 129 120 115 106 92 0 20 40 60 80 100 120 140 160 22‐23 23‐24 24‐25 25‐26 26‐27 27‐28 28‐29 29‐30 30‐31 31‐32 32‐33 Fiscal Year 99 Authorized 5‐yr CIP $1.5 billion Forecasted Engineering Workload 1 2 r-----------------~, I I I I ·-----------------; 3/29/2022 2 •Task Assignments •Specific scope and deliverables •Project Roles •Fills a specific role on a specific project •Program Roles •Provide disciplines OC San does not have Consultants may not pursue other OC San work during the term of the agreement Supplemental Services 3 •Consultants propose teams for resource requests •Staff chooses firm with most appropriate staff •Intent is to distribute work evenly •Each contract limit is based on 60% of forecasted work Rules of engagement ensures consultant staff work as independent contractors Resource Requests 4 3 4 3/29/2022 3 Selection Process Proposal Score Score after Interview Jacobs Project Management 94 95 AECOM Technical Services 73 76 WSP USA, Inc. 62 54 Key Attributes –Jacobs •Exceptional staff •Effective approach for managing resource requests •Highly effective on current contract Key Attributes –AECOM •Deep bench of professionals •Experience with similar contracts •Good approach for staff supervision 5 Recommend to the Board of Directors to: Approve Professional Services Agreements to provide Supplemental Engineering Services, Contract No. PSA2021‐002, for a three‐year period commencing May 1, 2022, through April 30, 2025, with two one‐year renewal options, for an amount not to exceed $29,700,000 per individual agreement with the following two firms: •AECOM Technical Services, Inc. •Jacobs Project Management Co. Recommendation 6 5 6 l 3/29/2022 4 Questions ? 7 7 OPERATIONS COMMITTEE Agenda Report Administration Building 10844 Ellis Avenue Fountain Valley, CA 92708 (714) 593-7433 File #:2022-2116 Agenda Date:4/6/2022 Agenda Item No:7. FROM:James D. Herberg, General Manager Originator: Kathy Millea, Director of Engineering SUBJECT: PROFESSIONAL PROGRAMMING SERVICES, CONTRACT NO. PSA2021-001 GENERAL MANAGER'S RECOMMENDATION RECOMMENDATION: Recommend to the Board of Directors to: Approve Professional Services Agreements to provide Professional Programming Services, Contract No. PSA2021-001, for a three-year period commencing May 1, 2022, through April 30, 2025, with two one-year renewal options, for an amount not to exceed $4,900,000 per individual agreement with the following two firms: ·Enterprise Automation ·Maverick Technologies BACKGROUND Orange County Sanitation District’s (OC San) Engineering Department includes the Process Control Integration (PCI) Group which maintains, programs, tests, and commissions the process and electrical control systems for the plants and pump stations. The PCI Group includes 11 staff positions and one engineering supervisor. OC San anticipates a Capital Improvement Program (CIP) of approximately $1.5 billion from July 2022 through June 2027. As part of its project management, the Engineering Department forecasts monthly staffing levels for PCI needed over time to deliver the program. The existing process control system uses obsolete software for the human-machine interface (HMI) and enterprise historian. In July 2021, the Board awarded a contract to ABB for Process Control Systems Upgrades, Project No. J-120. A dedicated team from the PCI Group will be required to support this replacement through October 2025. RELEVANT STANDARDS ·Ensure the public’s money is wisely spent ·1, 5, 20-year planning horizons ·California Government Code §4526: Select the “best qualified firm” and “negotiate fair and equitable fees” Orange County Sanitation District Printed on 3/29/2022Page 1 of 4 powered by Legistar™ OC6SAN ORANGE COUNTY SANITATION DISTRICT File #:2022-2116 Agenda Date:4/6/2022 Agenda Item No:7. PROBLEM Based on the most current projections,the PCI Group’s workload will exceed the number of PCI staff available by approximately four full-time positions. PROPOSED SOLUTION Approve two Professional Services Agreements to provide Professional Programming Services for up to a five-year period ending in April 2027. To ensure that projects are completed on time,OC San will utilize professional programming services agreements to program,test,commission,maintain,upgrade,and configure programmable logic controllers, HMI graphics, databases, servers, and networks for select projects. The benefits of this approach,as opposed to hiring full-time staff or limited-term employees,include the ability to provide the needed short-term resources during the execution of Project No.J-120, rapid mobilization of highly skilled technical resources,flexibility to change the mix of needed resources to match project requirements,and the ability to increase or reduce project resources as workloads change. When OC San identifies the need for programming professional resources,the two firms will be requested to propose on a task.OC San will then select the most appropriate team for the task and negotiate the budget and schedule. TIMING CONCERNS The professional programming services will enable OC San to properly execute the proposed CIP over the next five years. RAMIFICATIONS OF NOT TAKING ACTION Without the necessary programing resources,projects will have to be delayed,resulting in impacts to the capital improvement program. PRIOR COMMITTEE/BOARD ACTIONS N/A ADDITIONAL INFORMATION Firm Selection: OC San requested and advertised for proposals for Professional Programming Services,Contract No.PSA2021-001,on September 27,2021.The following evaluation criteria were described in the Request for Proposals (RFP) and used to determine the most qualified firms. Criterion Weight Project Understanding and Approach 25% Related Project Experience 30% Project Team and Staff Qualifications 45% Orange County Sanitation District Printed on 3/29/2022Page 2 of 4 powered by Legistar™ File #:2022-2116 Agenda Date:4/6/2022 Agenda Item No:7. Criterion Weight Project Understanding and Approach 25% Related Project Experience 30% Project Team and Staff Qualifications 45% Four proposals were received on November 9,2021 and evaluated in accordance with the evaluation process set forth in OC San’s Purchasing Ordinance by a pre-selected Evaluation Team consisting of OC San staff that included one Engineering Manager,one Engineering Supervisor and one Senior Engineer.The Evaluation Team also included one non-voting representative from the Contracts Administration Division. The Evaluation Team scored the proposals on the established criteria as summarized in the table below: Firm Project Understanding and Approach (Max. 25 Points) Related Project Experience (Max. 30 Points) Project Team and Staff Qualifications (Max. 45 Points) Total Score (Max. 100 Points) 1 Enterprise Automation 20 25 39 84 2 Maverick Technologies 18 19 33 70 3 South Coast Controls 14 16 21 51 4 Techne Network Inc.4 8 9 21 Of the four proposals,only those from Enterprise Automation and Maverick Technologies offered sufficient local resources.Based on this scoring,interviews with these two firms were conducted on January 11 and 12,2022.Following the interviews,each member of the Evaluation Team scored the firms based on both the written proposal and the interview using the evaluation criteria and weighting described above. Below is the summary of the final scores. Firm Project Understanding and Approach (Max. 25 Points) Related Project Experience (Max. 30 Points) Project Team and Staff Qualifications (Max. 45 Points) Total Score (Max. 100 Points) 1 Enterprise Automation 23 25 41 89 2 Maverick Technologies 19 19 35 73 Enterprise Automation and Maverick Technologies demonstrated strong experience,knowledge,and ability to provide these services;clear understanding of projects risks,project execution and understanding on how to deliver a quality product on time and within schedule;and ability to provide local resources to perform programming, testing, and commissioning. Orange County Sanitation District Printed on 3/29/2022Page 3 of 4 powered by Legistar™ File #:2022-2116 Agenda Date:4/6/2022 Agenda Item No:7. Review of Fee Proposals and Negotiations: Hourly rate schedules were provided from each firm with a letter from the firm’s officer stating that the rates provided to OC San were the same standard rates provided to other new clients.OC San also reviewed the rates and determined that they were fair and reasonable. Contract Value: Staff has estimated that,on average,the equivalent of approximately four full-time staff will be required over the maximum 5-year period of these contracts.Assignments will be made on a case- by-case basis,so fees earned by one firm could be more than the other firm.For this reason,staff is proposing the contract limit for each firm be approximately 60 percent of the total expected fees associated with the four full-time equivalents. CEQA N/A FINANCIAL CONSIDERATIONS This request complies with authority levels of OC San’s Purchasing Ordinance.The budgeted cost for the proposed Professional Service Agreements is contained within the approved CIP project budgets for project programming and commissioning and the Division 760 budget for control system maintenance, and therefore no additional funding is necessary. ATTACHMENT The following attachment(s)may be viewed on-line at the OC San website (www.ocsan.gov)with the complete agenda package: ·Draft Professional Services Agreement ·Presentation MD:jw Orange County Sanitation District Printed on 3/29/2022Page 4 of 4 powered by Legistar™ PSA PSA2021-001 Revised 062821 PROGRAMMING PROFESSIONAL SERVICES Page 1 of 17 PROFESSIONAL SERVICES AGREEMENT THIS AGREEMENT, is made and entered into to be effective the «EffectiveDate» day of «EffectiveMonth», «Year», by and between the ORANGE COUNTY SANITATION DISTRICT, hereinafter referred to as "OC SAN", and «Company», for purposes of this AGREEMENT hereinafter referred to as "CONSULTANT". OC SAN and CONSULTANT are referred to herein collectively as the "Parties" or individually as a "Party." WITNESSETH: WHEREAS, OC SAN desires to engage a consultant for Programming Professional Services, PSA2021-001, to provide qualified staff as described in Attachment “A”, Scope of Work; and Attachment “A1”, Rules of Engagement, and, WHEREAS, CONSULTANT is qualified to provide the necessary services in connection with these requirements and has agreed to provide the requisite personnel and experience, and is capable of performing such services; and, WHEREAS, OC SAN has adopted procedures for the selection of professional services and has proceeded in accordance with said procedures to select a CONSULTANT to perform this work; and, WHEREAS, OC SAN shall manage selection of a Consultant for Task Order(s) and Task Directive(s) when requested after award of this AGREEMENT based on the most appropriate qualifications and fit; and, WHEREAS, at its regular meeting on «BoardMeetingDate» the Board of Directors, by Minute Order, accepted the recommendation of the Operations Committee to approve this AGREEMENT between OC SAN and CONSULTANT. NOW, THEREFORE, in consideration of the promises and mutual benefits, which will result to the parties in carrying out the terms of this AGREEMENT, it is mutually agreed as follows: 1. SCOPE OF WORK CONSULTANT agrees to furnish necessary qualified staff to accomplish the Scope of Work attached hereto as "Attachment A". Attachment “A” is hereby incorporated into this AGREEMENT. In the event of a conflict between the Scope of Work and this AGREEMENT, the terms of this AGREEMENT shall prevail. 2. COMPENSATION Total compensation shall be paid to CONSULTANT for services in accordance with the following provisions: - PSA PSA2021-001 Revised 062821 PROGRAMMING PROFESSIONAL SERVICES Page 2 of 17 A. Time and Material: Not to Exceed Aggregate Amount OC SAN shall compensate CONSULTANT for services performed under this AGREEMENT on a time and materials basis, not to exceed a maximum aggregate amount of «Grand Total Written Amount» Dollars ($«Grand Total Amount») (“Total Compensation”) during the term of the AGREEMENT. B. Hourly Rates As a portion of the total compensation to be paid to CONSULTANT, OC SAN shall pay to CONSULTANT a sum equal to the burdened salaries (salaries plus benefits, overhead, and profit) actually paid by CONSULTANT charged on an hourly-rate basis and paid to the personnel of CONSULTANT per Attachment “E”. OC SAN shall also pay to CONSULTANT a sum equal to the premium costs for overtime, charged on an hourly-rate basis, actually paid by CONSULTANT to the non-exempt personnel of CONSULTANT plus profit. Premium costs for overtime will not include fringe and overhead. Attachment “E” is hereby incorporated by reference. Upon request of OC SAN, CONSULTANT shall provide OC SAN with certified payroll records of all employees’ work that is charged to this AGREEMENT. C. Overhead Rates “Field Staff” are defined as project-assigned staff by CONSULTANT, working at OC SAN’s facilities for a project-assigned period exceeding ninety (90) continuous calendar days. The overhead rates for Field Office Staff are included in Attachment “E”. “Home Office Staff” are defined as staff assigned by CONSULTANT, supporting the project-assigned work, either by working at CONSULTANT’s or Subconsultant’s offices or at OC SAN’s site for periods less than ninety (90) continuous calendar days. The overhead rates for Home Office Staff are included in Attachment “E”. D. Profit Profit for CONSULTANT and Subconsultants shall be five percent (5%). Addenda shall be governed by the same maximum Profit percentage. As a portion of the total compensation to be paid to CONSULTANT and Subconsultants, OC SAN shall pay profit for all services rendered by CONSULTANT and Subconsultants for this AGREEMENT. E. Subconsultants For all Subconsultants, CONSULTANT may pay to Subconsultants total compensation on an hourly-rate basis per Attachment “E” – Fee Proposal Form and as specified in the Scope of Work. OC SAN shall pay to CONSULTANT the actual costs of Subconsultants, without markup. - PSA PSA2021-001 Revised 062821 PROGRAMMING PROFESSIONAL SERVICES Page 3 of 17 F. Escalation For purposes of calculating hourly billing rates of CONSULTANT employees and any Subconsultant employees performing services under this AGREEMENT, the Maximum Hourly Rate as defined in Attachment “E” shall be adjusted annually based on the Employment Cost Index (ECI) of Los Angeles-Long Beach-Riverside, California as of July 1 of each year. This rate is from the United States Department of Labor Bureau of Labor Statistics. The annual adjustments shall not exceed three percent (3%). G. Reimbursable Direct Costs OC SAN will reimburse the CONSULTANT for reasonable travel and business expenses as described in this section and further described in Attachment “D” - Allowable Direct Costs to this AGREEMENT. The reimbursement of the above mentioned expenses will be based on an “accountable plan” as considered by Internal Revenue Service (IRS). The plan includes a combination of reimbursements based upon receipts and a “per diem” component approved by IRS. The most recent schedule of the per diem rates utilized by OC SAN can be found on the U.S. General Service Administration website at http://www.gsa.gov/portal/category/104711#. The CONSULTANT shall be responsible for the most economical and practical means or management of reimbursable costs inclusive but not limited to travel, lodging and meals arrangements. OC SAN shall apply the most economic and practical method of reimbursement which may include reimbursements based upon receipts and/or “per diem” as deemed the most practical. CONSULTANT shall be responsible for returning to OC SAN any excess reimbursements after the reimbursement has been paid by OC SAN. Travel and travel arrangements – Any travel involving airfare, overnight stays or multiple day attendance must be approved by OC SAN in advance. Local Travel is considered travel by the CONSULTANT within OC SAN geographical area which includes Orange, Los Angeles, Ventura, San Bernardino, Riverside, San Diego, Imperial and Kern Counties. Automobile mileage is reimbursable if CONSULTANT is required to utilize personal vehicle for local travel. Lodging – Overnight stays will not be approved by OC SAN for local travel. However, under certain circumstances overnight stay may be allowed at the discretion of OC SAN based on reasonableness of meeting schedules and the amount of time required for travel by the CONSULTANT. Such determination will be made on a case-by-case basis and at the discretion of OC SAN. Travel Meals – Per-diem rates as approved by IRS shall be utilized for travel meals reimbursements. Per diem rates shall be applied to meals that are appropriate for travel times. Receipts are not required for the approved meals. PSA PSA2021-001 Revised 062821 PROGRAMMING PROFESSIONAL SERVICES Page 4 of 17 Additional details related to the reimbursement of the allowable direct costs are provided in the Attachment “D” - Allowable Direct Costs of this AGREEMENT. OC SAN shall also pay to CONSULTANT actual costs for equipment rentals, leases or purchases with prior approval of OC SAN. OC SAN will not pay per diem for Field Office Staff nor will it pay for any relocation of staff to be assigned under this AGREEMENT. H. Limitation of Costs If, at any time, CONSULTANT estimates the cost of performing the services described in CONSULTANT’s Task Authorizations will exceed seventy-five percent (75%) of the not-to-exceed amount of the Task Authorization, CONSULTANT shall notify OC SAN immediately, and in writing. This written notice shall indicate the additional amount necessary to complete the services. Any cost incurred in excess of the approved not-to-exceed amount, without the express written consent of OC SAN’s authorized representative shall be at CONSULTANT’s own risk. This written notice shall be provided separately from, and in addition to any notification requirements contained in the CONSULTANT’s invoice and monthly progress report. Failure to notify OC SAN that the services cannot be completed within the authorized not-to-exceed amount is a material breach of this AGREEMENT. 3. REALLOCATION OF TOTAL COMPENSATION OC SAN, by its Director of Engineering, shall have the right to approve a reallocation of the incremental amounts constituting the Total Compensation, provided that the Total Compensation is not increased. 4. KEY POSITIONS CONSULTANT shall notify OC SAN in advance changes to any key CONSULTANT employees performing services under this AGREEMENT. Positions considered to be Key Positions are Point of Contact and any staff leading Task Authorizations and Task Directives under the AGREEMENT. Should a CONSULTANT employee within one of these categories become no longer available to OC SAN, CONSULTANT shall submit the resume and qualifications of the proposed replacement to OC SAN for approval as soon as possible, but in no event later than seven (7) calendar days prior to the departure of the incumbent Key Position unless CONSULTANT is not provided with such notice by the departing staff. 5. PAYMENT A. Monthly Invoice: CONSULTANT shall include in its monthly invoice, a detailed breakdown of costs associated with the performance of any work for that invoicing period, in a format acceptable to OC SAN. CONSULTANT shall warrant and certify the accuracy of these costs and provide all support documentation required by OC SAN. CONSULTANT understands that submitted costs are subject to Section 14 Audit Provisions. PSA PSA2021-001 Revised 062821 PROGRAMMING PROFESSIONAL SERVICES Page 5 of 17 B. Upon receipt of a properly prepared invoice, as described above, payment shall be made by OC SAN to CONSULTANT within sixty (60) calendar days. C. Upon satisfactory completion of the work performed hereunder and prior to final payment under this AGREEMENT for such work, or prior settlement upon termination of this AGREEMENT, and as a condition precedent thereto, CONSULTANT shall execute and deliver to OC SAN a release of all claims against OC SAN arising under or by virtue of this AGREEMENT other than such claims, if any, as may be specifically exempted by CONSULTANT from the operation of the release in stated amounts to be set forth therein. D. Pursuant to the California False Claims Act (Government Code sections 12650-12655), any CONSULTANT that knowingly submits a false claim to OC SAN for compensation under the terms of this AGREEMENT may be held liable for treble damages and up to a $10,000 civil penalty for each false claim submitted. This section shall also be binding on all Subconsultants. A CONSULTANT or Subconsultant shall be deemed to have submitted a false claim when the CONSULTANT or Subconsultant: (a) knowingly presents or causes to be presented to an officer or employee of OC SAN a false claim or request for payment or approval; (b) knowingly makes, uses, or causes to be made or used a false record or statement to get a false claim paid or approved by OC SAN; (c) conspires to defraud OC SAN by getting a false claim allowed or paid by OC SAN; (d) knowingly makes, uses, or causes to be made or used a false record or statement to conceal, avoid, or decrease an obligation to OC SAN; or (e) is a beneficiary of an inadvertent submission of a false claim to OC SAN, and fails to disclose the false claim to OC SAN within a reasonable time after discovery of the false claim. 6. TERM This AGREEMENT shall commence upon the effective date first written above, and shall continue in full force and effect through «Date», (“Initial Term”) unless earlier terminated or extended as provided in the AGREEMENT. OC SAN, at its sole discretion, may elect to extend the term of this AGREEMENT up to an additional twelve (12) months, commencing «Date», and continuing through «Date», (“Option Term 1”), and thereupon require CONSULTANT to continue to provide services, and otherwise perform, in accordance with Attachment “A”, entitled “Scope of Work” and Attachment “A1”, entitled “Rules of Engagement”. OC SAN, at its sole discretion, may elect to extend the term of this AGREEMENT up to an additional twelve (12) months, commencing «Date», and continuing through «Date», (“Option Term 2”), and thereupon require CONSULTANT to continue to provide services, and otherwise perform, in accordance with Attachment “A”, entitled “Scope of Work” and Attachment “A1”, entitled “Rules of Engagement”. OC SAN’s election to extend the AGREEMENT beyond the Initial Term shall not diminish its right to terminate the AGREEMENT for OC SAN’s convenience or CONSULTANT’s default as provided elsewhere in this AGREEMENT. The “maximum term” of this AGREEMENT shall be from the effective date first written above through «Date», which period encompasses the Initial Term and two (2) Option Terms. - - - - - PSA PSA2021-001 Revised 062821 PROGRAMMING PROFESSIONAL SERVICES Page 6 of 17 7. PREVAILING WAGES To the extent CONSULTANT intends to utilize employees who will perform work during the contract, as more specifically defined under Labor Code Section 1720, CONSULTANT shall be subject to prevailing wage requirements with respect to such employees. 8. CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS (DIR) REGISTRATION AND RECORD OF WAGES A. To the extent CONSULTANT’s employees and/or Subconsultants who will perform Work during the design and preconstruction phases of a construction contract for which Prevailing Wage Determinations have been issued by the DIR and as more specifically defined under Labor Code Section 1720 et seq, CONSULTANT and Subconsultants shall comply with the registration requirements of Labor Code Section 1725.5. Pursuant to Labor Code Section 1771.4, the Work is subject to compliance monitoring and enforcement by the DIR. B. The CONSULTANT and Subconsultants shall maintain accurate payroll records and shall comply with all the provisions of Labor Code Section 1776, and shall submit payroll records to the Labor Commissioner pursuant to Labor Code Section 1771.4(a)(3). Penalties for non-compliance with the requirements of Section 1776 may be deducted from progress payments per Section 1776. C. Pursuant to Labor Code Section 1776, the CONSULTANT and Subconsultants shall furnish a copy of all certified payroll records to OC SAN and/or general public upon request, provided the public request is made through OC SAN, the Division of Apprenticeship Standards or the Division of Labor Enforcement of the Department of Industrial Relations. D. The CONSULTANT and Subconsultants shall comply with the job site notices posting requirements established by the Labor Commissioner per Title 8, California Code of Regulations Section 16461(e). 9. INDEPENDENT CONTRACTOR The CONSULTANT and Subconsultants shall be independent contractors and not agents of OC SAN. Any provisions of this AGREEMENT that may appear to give OC SAN the right to direct the CONSULTANT concerning the details of performing the professional services, or to exercise any control over such performance, shall mean only that the CONSULTANT shall follow the direction of OC SAN concerning the end results of the performance. 10. DOCUMENT OWNERSHIP – CONSULTANT PERFORMANCE A. Ownership of Documents for the Professional Services performed. All documents in all forms (electronic, paper, etc.), including, but not limited to, studies, sketches, drawings, computer printouts, disk files, and electronic copies PSA PSA2021-001 Revised 062821 PROGRAMMING PROFESSIONAL SERVICES Page 7 of 17 prepared in connection with or related to the Scope of Work or Professional Services, shall be the property of OC SAN. OC SAN’s ownership of these documents includes use of, reproduction or reuse of and all incidental rights, whether or not the work for which they were prepared has been performed. OC SAN ownership entitlement arises upon payment or any partial payment for work performed and includes ownership of any and all work product completed prior to that payment. This Section shall apply whether the CONSULTANT’s Professional Services are terminated: a) by the completion of the AGREEMENT, or b) in accordance with other provisions of this AGREEMENT. Notwithstanding any other provision of this paragraph or AGREEMENT, the CONSULTANT shall have the right to make copies of all such plans, studies, sketches, drawings, computer printouts and disk files, and specifications. OC SAN acknowledges that documents prepared through Professional Services must be revised and sealed by a professional engineer prior to their reuse on another project. OC SAN acknowledges that it assumes all risk associated with reuse of such documents, which are not undertaken by CONSULTANT. B. CONSULTANT shall not be responsible for damage caused by subsequent changes to or uses of the study or deliverable where the subsequent changes or uses are not authorized or approved by CONSULTANT, provided that the service rendered by CONSULTANT was not a proximate cause of the damage. 11. INSURANCE A. General i. Insurance shall be issued and underwritten by insurance companies acceptable to OC SAN. ii. Insurers must have an “A-” Policyholder’s Rating, or better, and Financial Rating of at least Class VIII, or better, in accordance with the most current A.M. Best’s Guide Rating. However, OC SAN will accept State Compensation Insurance Fund, for the required policy of Worker’s Compensation Insurance subject to OC SAN’s option to require a change in insurer in the event the State Fund financial rating is decreased below “B”. Further, OC SAN will require CONSULTANT to substitute any insurer whose rating drops below the levels herein specified. Said substitution shall occur within twenty (20) days of written notice to CONSULTANT, by OC SAN or its agent. iii. Coverage shall be in effect prior to the commencement of any work under this AGREEMENT. B. General Liability The CONSULTANT shall maintain during the life of this AGREEMENT, including the period of warranty, Commercial General Liability Insurance written on an occurrence basis providing the following minimum limits of liability coverage: Two Million Dollars ($2,000,000) per occurrence with Four Million Dollars ($4,000,000) PSA PSA2021-001 Revised 062821 PROGRAMMING PROFESSIONAL SERVICES Page 8 of 17 aggregate. If aggregate limits apply separately to this contract (as evidenced by submission of ISO form CG 25 03 or 25 04), then the aggregate limit may be equivalent to the per occurrence limit. Said insurance shall include coverage for the following hazards: Premises-Operations, blanket contractual liability (for this AGREEMENT), products liability/completed operations (including any product manufactured or assembled), broad form property damage, blanket contractual liability, independent contractors liability, personal and advertising injury, mobile equipment, owners and contractors protective liability, and cross liability and severability of interest clauses. A statement on an insurance certificate will not be accepted in lieu of the actual additional insured endorsement(s). If requested by OC SAN and applicable, XCU coverage (Explosion, Collapse and Underground) and Riggers/On Hook Liability must be included in the General Liability policy and coverage must be reflected on the submitted Certificate of Insurance. Where permitted by law, CONSULTANT hereby waives all rights of recovery by subrogation because of deductible clauses, inadequacy of limits of any insurance policy, limitations or exclusions of coverage, or any other reason against OC SAN, its or their officers, agents, or employees, and any other consultant, contractor or subcontractor performing work or rendering services on behalf of OC SAN in connection with the planning, development and construction of the project. In all its insurance coverages related to the work, CONSULTANT shall include clauses providing that each insurer shall waive all of its rights of recovery by subrogation against OC SAN, its or their officers, agents, or employees, or any other consultant, contractor or subcontractor performing work or rendering services at the project. Where permitted by law, CONSULTANT shall require similar written express waivers and insurance clauses from each of its Subconsultants of every tier. A waiver of subrogation shall be effective as to any individual or entity, even if such individual or entity (a) would otherwise have a duty of indemnification, contractual or otherwise, (b) did not pay the insurance premium, directly or indirectly, and (c) whether or not such individual or entity has an insurable interest in the property damaged. C. Umbrella Excess Liability The minimum limits of general liability and Automotive Liability Insurance required, as set forth herein, shall be provided for through either a single policy of primary insurance or a combination of policies of primary and umbrella excess coverage. Umbrella excess liability coverage shall be issued with limits of liability which, when combined with the primary insurance, will equal the minimum limits for general liability and automotive liability. D. Automotive/Vehicle liability Insurance The CONSULTANT shall maintain a policy of Automotive Liability Insurance on a comprehensive form covering all owned, non-owned, and hired automobiles, trucks, and other vehicles providing the following minimum limit of liability coverage: Combined single limit of Five Hundred Thousand Dollars ($500,000). A statement on an insurance certificate will not be accepted in lieu of the actual additional insured endorsement. PSA PSA2021-001 Revised 062821 PROGRAMMING PROFESSIONAL SERVICES Page 9 of 17 E. Drone Liability Insurance If a drone will be used, drone liability insurance must be maintained by CONSULTANT in the amount of One Million Dollars ($1,000,000) in a form acceptable by OC SAN. F. Worker’s Compensation Insurance The CONSULTANT shall provide such Workers’ Compensation Insurance as required by the Labor Code of the State of California in the amount of the statutory limit, including Employer’s Liability Insurance with a minimum limit of One Million Dollars ($1,000,000) per occurrence. Such Worker’s Compensation Insurance shall be endorsed to provide for a waiver of subrogation in favor of OC SAN. A statement on an insurance certificate will not be accepted in lieu of the actual endorsements unless the insurance carrier is State of California Insurance Fund and the identifier “SCIF” and endorsement numbers 2570 and 2065 are referenced on the certificate of insurance. If an exposure to Jones Act liability may exist, the insurance required herein shall include coverage for Jones Act claims. G. Errors and Omissions/Professional Liability CONSULTANT shall maintain in full force and effect, throughout the term of this AGREEMENT, standard industry form professional negligence errors and omissions insurance coverage in an amount of not less than Two Million Dollars ($2,000,000) with limits in accordance with the provisions of this Paragraph. If the policy of insurance is written on a “claims made” basis, said policy shall be continued in full force and effect at all times during the term of this AGREEMENT, and for a period of five (5) years from the date of the completion of the services hereunder. In the event of termination of said policy during this period, CONSULTANT shall obtain continuing insurance coverage for the prior acts or omissions of CONSULTANT during the course of performing services under the term of this AGREEMENT. Said coverage shall be evidenced by either a new policy evidencing no gap in coverage or by separate extended “tail” coverage with the present or new carrier. In the event the present policy of insurance is written on an “occurrence” basis, said policy shall be continued in full force and effect during the term of this AGREEMENT or until completion of the services provided for in this AGREEMENT, whichever is later. In the event of termination of said policy during this period, new coverage shall be obtained for the required period to insure for the prior acts of CONSULTANT during the course of performing services under the term of this AGREEMENT. CONSULTANT shall provide to OC SAN a certificate of insurance in a form acceptable to OC SAN indicating the deductible or self-retention amounts and the expiration date of said policy, and shall provide renewal certificates not less than ten (10) days prior to the expiration of each policy term. PSA PSA2021-001 Revised 062821 PROGRAMMING PROFESSIONAL SERVICES Page 10 of 17 H. Proof of Coverage The CONSULTANT shall furnish OC SAN with original certificates and amendatory endorsements effecting coverage. Said policies and endorsements shall conform to the requirements herein stated. All certificates and endorsements are to be received and approved by OC SAN before work commences. OC SAN reserves the right to require complete, certified copies of all required insurance policies, including endorsements, effecting the coverage required, at any time. The following are approved forms that must be submitted as proof of coverage: • Certificate of Insurance ACORD Form 25 or other equivalent Certificate of Insurance form. • Additional Insurance (General Liability) The combination of (ISO Forms) CG 2010 and CG 2037 All other Additional Insured endorsements must be submitted for approval by OC SAN, and OC SAN may reject alternatives that provide different or less coverage to OC SAN. • Additional Insured (Auto Liability) Submit endorsement provided by carrier for OC SAN approval. • Waiver of Subrogation Submit workers’ compensation waiver of subrogation endorsement provided by carrier for OC SAN approval. • Cancellation Notice No endorsement is required. However, CONSULTANT is responsible for notifying OC SAN of any pending or actual insurance policy cancellation, as described in Article I. Cancellation and Policy Change Notice, below. I. Cancellation and Policy Change Notice The CONSULTANT is required to notify OC SAN in writing of any insurance cancellation notice it receives or other knowledge of pending or actual insurance policy cancellation, within two (2) working days of receipt of such notice or acquisition of such knowledge. Additionally, the CONSULTANT is required to notify OC SAN in writing of any change in the terms of insurance, including reduction in coverage or increase in deductible/SIR, within two (2) working days of receipt of such notice or knowledge of same. Said notices shall be mailed to OC SAN at: ORANGE COUNTY SANITATION DISTRICT 10844 Ellis Avenue Fountain Valley, CA 92708 Attention: Contracts, Purchasing & Materials Management Division PSA PSA2021-001 Revised 062821 PROGRAMMING PROFESSIONAL SERVICES Page 11 of 17 J. Primary Insurance The General and Automobile Liability policies shall contain a Primary and Non Contributory Clause. Any other insurance maintained by OC SAN shall be excess and not contributing with the insurance provided by CONSULTANT. K. Separation of Insured The General and Automobile Liability policies shall contain a “Separation of Insureds” clause. L. Non-Limiting (if applicable) Nothing in this document shall be construed as limiting in any way, nor shall it limit the indemnification provision contained in this AGREEMENT, or the extent to which CONSULTANT may be held responsible for payment of damages to persons or property. M. Deductibles and Self-Insured Retentions Any deductible and/or self-insured retention must be declared to OC SAN on the Certificate of Insurance. All deductibles and/or self-insured retentions require approval by OC SAN. At the option of OC SAN, either: the insurer shall reduce or eliminate such deductible or self-insured retention as respects OC SAN; or the CONSULTANT shall provide a financial guarantee satisfactory to OC SAN guaranteeing payment of losses and related investigations, claim administration and defense expenses. N. Defense Costs The General and Automobile Liability policies shall have a provision that defense costs for all insureds and additional insureds are paid in addition to and do not deplete any policy limits. O. Subconsultants The CONSULTANT shall be responsible to establish insurance requirements for any Subconsultant hired by the CONSULTANT. The insurance shall be in amounts and types reasonably sufficient to deal with the risk of loss involving the Subconsultant’s operations and work. P. Limits Are Minimums If the CONSULTANT maintains higher limits than any minimums shown above, then OC SAN requires and shall be entitled to coverage for the higher limits maintained by CONSULTANT. PSA PSA2021-001 Revised 062821 PROGRAMMING PROFESSIONAL SERVICES Page 12 of 17 12. CHANGES In the event of a change in the Scope of Work or a change in Key Personnel, or change in hourly rates, as requested by OC SAN, the Parties hereto shall execute an Amendment to this AGREEMENT setting forth with particularity all terms of the new AGREEMENT. CONSULTANT’s compensation for additional services authorized and performed in accordance with this AGREEMENT shall be agreed to OC SAN and CONSULTANT in writing prior to the time that the additional services are authorized. An Amendment shall be executed to document the change. 13. PROJECT TEAM AND SUBCONSULTANTS Neither this AGREEMENT nor any interest herein nor claim hereunder may be assigned by CONSULTANT either voluntarily or by operation of law, nor may all or any part of the AGREEMENT be subcontracted by CONSULTANT, without the prior written consent of OC SAN. Consent by OC SAN shall not be deemed to relieve CONSULTANT of its obligation to comply fully with all terms and conditions of this AGREEMENT. CONSULTANT shall provide to OC SAN, prior to execution of this AGREEMENT, the names and full description of all Subconsultants and CONSULTANT’s project team members anticipated to be used on this Project under this AGREEMENT by CONSULTANT. CONSULTANT shall include a description of the work and services to be done by each Subconsultant and each of CONSULTANT’s team member. CONSULTANT shall include the respective compensation amounts for CONSULTANT and each Subconsultant, broken down as indicated in Section 2- COMPENSATION. There shall be no substitution of the listed Subconsultants and CONSULTANT’s team members without prior written approval by OC SAN. 14. AUDIT PROVISIONS A. OC SAN retains the reasonable right to access, review, examine, and audit, any and all books, records, documents and any other evidence of procedures and practices that OC SAN determines are necessary to discover and verify that the CONSULTANT is in compliance with all requirements under this AGREEMENT. The CONSULTANT shall include OC SAN’s right as described above, in any and all of their subcontracts, and shall ensure that these rights are binding upon all Subconsultants. B. OC SAN retains the right to examine CONSULTANT’s books, records, documents and any other evidence of procedures and practices that OC SAN determines are necessary to discover and verify all direct and indirect costs, of whatever nature, which are claimed to have been incurred, or anticipated to be incurred or to ensure CONSULTANT’s compliance with all requirements under this AGREEMENT during the term of this AGREEMENT and for a period of three (3) years after its termination. C. CONSULTANT shall maintain complete and accurate records in accordance with generally accepted industry standard practices and OC SAN’s policy. The CONSULTANT shall make available to OC SAN for review and audit, all project PSA PSA2021-001 Revised 062821 PROGRAMMING PROFESSIONAL SERVICES Page 13 of 17 related accounting records and documents, and any other financial data within 15 days after receipt of notice from OC SAN. Upon OC SAN’s request, the CONSULTANT shall submit exact duplicates of originals of all requested records to OC SAN. If an audit is performed, CONSULTANT shall ensure that a qualified employee of the CONSULTANT will be available to assist OC SAN’s auditor in obtaining all Project related accounting records and documents, and any other financial data. 15. LEGAL RELATIONSHIP BETWEEN PARTIES The legal relationship between the parties hereto is that of an independent contractor and nothing herein shall be deemed to transform CONSULTANT, its staff, independent contractors, or Subconsultants into employees of OC SAN. CONSULTANT’S staff performing services under the AGREEMENT shall at all times be employees and/or independent contractors of CONSULTANT. CONSULTANT shall monitor and control its staff and pay wages, salaries, and other amounts due directly to its staff in connection with the AGREEMENT. CONSULTANT shall be responsible for hiring, review, and termination of its staff and shall be accountable for all reports and obligations respecting them, such as social security, income tax withholding, unemployment compensation, workers’ compensation and similar matters. 16. NOTICES All notices hereunder and communications regarding the interpretation of the terms of this AGREEMENT, or changes thereto, shall be effected by delivery of said notices in person or by depositing said notices in the U.S. mail, registered or certified mail, return receipt requested, postage prepaid and addressed as follows: ORANGE COUNTY SANITATION DISTRICT 10844 Ellis Avenue Fountain Valley, CA 92708-7018 Attention: Diane Marzano, Senior Contracts Administrator Copy: Michael Dorman, Engineering Manager CONSULTANT: «Company» «ConsultantsName» «Address» «CityStateZip» All communication regarding the Scope of Work, will be addressed to the Engineering Manager. Direction from other OC SAN staff must be approved in writing by OC SAN’s Project Manager prior to action from the CONSULTANT. 17. TERMINATION OC SAN may terminate this AGREEMENT at any time, without cause, upon giving thirty (30) days written notice to CONSULTANT. In the event of such termination, CONSULTANT shall be entitled to compensation for work performed on a prorated basis through and including the effective date of termination. PSA PSA2021-001 Revised 062821 PROGRAMMING PROFESSIONAL SERVICES Page 14 of 17 CONSULTANT shall be permitted to terminate this AGREEMENT upon thirty (30) days written notice only if CONSULTANT is not compensated for billed amounts in accordance with the provisions of this AGREEMENT, when the same are due. Notice of termination shall be mailed to OC SAN at the address listed in Section 16 - NOTICES. 18. DOCUMENTS AND STUDY MATERIALS The documents and study materials for this Project shall become the property of OC SAN upon the termination or completion of the work. CONSULTANT agrees to furnish to OC SAN copies of all memoranda, correspondence, electronic materials, computation and study materials in its files pertaining to the work described in this AGREEMENT, which is requested in writing by OC SAN. 19. COMPLIANCE A. Labor CONSULTANT certifies by the execution of this AGREEMENT that it pays employees not less than the minimum wage as defined by law, and that it does not discriminate in its employment with regard to race, color, religion, sex or national origin; that it is in compliance with all federal, state and local directives and executive orders regarding non-discrimination in employment; and that it agrees to demonstrate positively and aggressively the principle of equal opportunity in employment. B. Air Pollution CONSULTANT and its subconsultants and subcontractors shall comply with all applicable federal, state and local air pollution control laws and regulations. 20. AGREEMENT EXECUTION AUTHORIZATION Both OC SAN and CONSULTANT do covenant that each individual executing this document by and on behalf of each Party is a person duly authorized to execute this AGREEMENT for that Party. 21. DISPUTE RESOLUTION In the event of a dispute arising between the parties regarding performance or interpretation of this AGREEMENT, the dispute shall be resolved by binding arbitration under the auspices of the Judicial Arbitration and Mediation Service (“JAMS”), or similar organization or entity conducting alternate dispute resolution services. 22. ATTORNEY'S FEES, COSTS AND NECESSARY DISBURSEMENTS If any action at law or in equity or if any proceeding in the form of an Alternative Dispute Resolution (ADR) is necessary to enforce or interpret the terms of this AGREEMENT, the prevailing party shall be entitled to reasonable attorney's fees, costs and necessary disbursements in addition to any other relief to which he may be entitled. PSA PSA2021-001 Revised 062821 PROGRAMMING PROFESSIONAL SERVICES Page 15 of 17 23. INDEMNIFICATION AND HOLD HARMLESS PROVISION CONSULTANT shall assume all responsibility for damages to property and/or injuries to persons, including accidental death, which may arise out of or be caused by CONSULTANT's services under this Agreement, or by its subconsultant(s) or by anyone directly or indirectly employed by CONSULTANT, and whether such damage or injury shall accrue or be discovered before or after the termination of the AGREEMENT. Except as to the sole active negligence of or willful misconduct of OC SAN, CONSULTANT shall indemnify, protect, defend and hold harmless OC SAN, its elected and appointed officials, officers, agents and employees, from and against any and all claims, liabilities, damages or expenses of any nature, including attorneys' fees: (a) for injury to or death of any person or damage to property or interference with the use of property, arising out of or in connection with CONSULTANT's performance under the AGREEMENT, and/or (b) on account of use of any copyrighted or uncopyrighted material, composition, or process, or any patented or unpatented invention, article or appliance, furnished or used under the AGREEMENT, and/or (c) on account of any goods and services provided under this AGREEMENT. This indemnification provision shall apply to any acts or omissions, willful misconduct, or negligent misconduct, whether active or passive, on the part of CONSULTANT or anyone employed by or working under CONSULTANT. To the maximum extent permitted by law, CONSULTANT's duty to defend shall apply whether or not such claims, allegations, lawsuits, or proceedings have merit or are meritless, or which involve claims or allegations that any of the parties to be defended were actively, passively, or concurrently negligent, or which otherwise assert that the parties to be defended are responsible, in whole or in part, for any loss, damage, or injury. CONSULTANT agrees to provide this defense immediately upon written notice from OC SAN, and with well qualified, adequately insured, and experienced legal counsel acceptable to OC SAN. This section shall survive the expiration or early termination of the AGREEMENT. 24. COMPLIANCE WITH OC SAN POLICIES AND PROCEDURES CONSULTANT shall comply with all OC SAN policies and procedures including the Contractor Safety Standards, as applicable, all of which may be amended from time to time. 25. CLOSEOUT When OC SAN determines that all Work authorized under the AGREEMENT is fully complete and that OC SAN requires no further work from CONSULTANT, or the AGREEMENT is otherwise terminated or expires in accordance with the terms of the AGREEMENT, OC SAN shall give the Consultant written notice that the AGREEMENT will be closed out. CONSULTANT shall submit all outstanding billings, work submittals, deliverables, reports or similarly related documents as required under the AGREEMENT within thirty (30) days of receipt of notice of AGREEMENT closeout. Upon receipt of CONSULTANT’s submittals, OC SAN shall commence a closeout audit of the AGREEMENT and will either: i. Give the CONSULTANT a final AGREEMENT Acceptance: or PSA PSA2021-001 Revised 062821 PROGRAMMING PROFESSIONAL SERVICES Page 16 of 17 ii. Advise the CONSULTANT in writing of any outstanding item or items which must be furnished, completed, or corrected at the CONSULTANT’s cost. CONSULTANT shall be required to provide adequate resources to fully support any administrative closeout efforts identified in the AGREEMENT Such support must be provided within the timeframe requested by OC SAN. Notwithstanding the final AGREEMENT acceptance, the CONSULTANT will not be relieved of its obligations hereunder, nor will the CONSULTANT be relieved of its obligations to complete any portions of the work, the non-completion of which were not disclosed to OC SAN (regardless of whether such nondisclosures were fraudulent, negligent, or otherwise), and the CONSULTANT shall remain obligated under all those provisions of the AGREEMENT which expressly or by their nature extend beyond and survive final AGREEMENT Acceptance. Any failure by OC SAN to reject the work or to reject the CONSULTANT’s request for final AGREEMENT Acceptance as set forth above shall not be deemed to be acceptance of the work by OC SAN for any purpose nor imply acceptance of, or AGREEMENT with, the CONSULTANT’s request for final AGREEMENT Acceptance. 26. PROHIBITION During the term of this AGREEMENT, CONSULTANT and its Subconsultants may not propose on any construction work advertised by or on behalf of OC SAN, if such work presents actual or perceived conflict of interest with CONSULTANT’s assignments with OC SAN. CONSULTANT and its Subconsultants shall promptly disclose to OC SAN when such conflict exists prior to participating in any work as advertised by OC SAN or on its behalf. CONSULTANT and its Subconsultants acknowledge and agree that OC SAN’s determination regarding such conflicts, that may impact CONSULTANT’s and its Subconsultants’ ability to propose on the work as described herein, shall be final and cannot be appealed. 27. ENTIRE AGREEMENT This AGREEMENT constitutes the entire understanding and AGREEMENT between the Parties and supersedes all previous negotiations between them pertaining to the subject matter thereof. PSA PSA2021-001 Revised 062821 PROGRAMMING PROFESSIONAL SERVICES Page 17 of 17 IN WITNESS WHEREOF, this AGREEMENT has been executed in the name of OC SAN, by its officers thereunto duly authorized, and CONSULTANT as of the day and year first above written. CONSULTANT: COMPANY NAME By __________________________________________________ Date __________________________________________________ Printed Name & Title ORANGE COUNTY SANITATION DISTRICT By __________________________________________________ John B. Withers Date Board Chairman By __________________________________________________ Kelly A. Lore Date Clerk of the Board By __________________________________________________ Ruth Zintzun Date Purchasing & Contracts Manager Attachments: Attachment “A” – Scope of Work Attachment “A1” – Rules of Engagement Attachment “B” – Not Used Attachment “C” – Conflict of Interest Disclaimer Attachment “D” – Allowable Direct Costs Attachment “E” – Fee Proposal Attachment “F” – Not Used Attachment “G” – Not Used Attachment “H” – Acknowledgement of Addenda Receipt Attachment “I” – Acknowledgement of Contract Agreement Attachment “J” – Not Used Attachment “K” – Contractor Safety Standards ATTACHMENT “A” SCOPE OF WORK DR A F T SCOPE OF WORK PSA2021-001 1 ATTACHMENT A SCOPE OF WORK I. SUMMARY The Orange County Sanitation District (OC SAN) is a special district responsible for wastewater conveyance and treatment for metropolitan Orange County, California. It has been in existence since 1954 and is the third largest wastewater treatment agency west of the Mississippi River. OC SAN is soliciting Proposals to provide Programming Professional Services (PPS) to support its engineering projects, which includes large and small capital projects and operationally funded repair projects. OC SAN’s facilities consists of Water Reclamation Plant No. 1, Treatment Plant No. 2 and 15 pump stations. II. BACKGROUND OC SAN has budgeted for a 10-year $3.0 billion capital improvement program, the vast majority of which is managed by the Engineering Department. OC SAN also has an active asset management program which includes many repair projects that, due to their complexity, are managed by its Engineering Department. OC SAN’s Process Control Integration Group (PCI) performs all programming of programmable logic controllers (PLCs) and human machine interface (HMI) for all plant and pump station projects along with the associated commissioning. OC SAN utilizes Modicon Quantum PLC hardware and has recently migrated to Modicon M580 due to obsolescence. The HMI utilizes Copland Roland Interpreted Sequential Processor (CRISP), which is a VAX based system. OC SAN is in the process of finalizing the procurement of a new control system that will standardize on a new control and HMI system for the plants and pump stations. Starting in late 2021, Project No. J-120 Process Control Systems Upgrades will replace the existing HMI for the plants and pump stations. The existing PLCs will be replaced under future Capital Improvement Program (CIP) projects as part of a replacement or rehabilitation project. Over the next 5 years, there is a significant increase in the PCI workload due to construction projects and J-120, requiring the need for programming professional services. III. PROFESSIONAL SERVICES REQUIRED Following award of an agreement, OC SAN will determine when specific services are required. The mechanisms for requesting, reviewing, authorizing, and terminating services under this agreement are documented in Attachment “A1” – Rules of Engagement. As described in that attachment, work assignments will fall into one of the following types:  Task Authorizations. Task Authorizations have formal scopes of work and firm upper limits.  Task Directives. Task Directives are typically smaller than Task Authorizations, but do not have a firm upper limit. DR A F T SCOPE OF WORK PSA2021-001 2 The selected firm will assist PCI by providing highly skilled and experienced resources to program and commission PLCs and HMI graphics and shall provide qualified programming resources to execute work through Task Authorizations and Task Directives. The provided resources shall include the appropriate experience balance that provides a high-quality, cost-effective project execution. Task Authorizations will be developed for a specific scope of work such as the programming of a PLC or the development of HMI screens for a specific process area. Task Authorization duties include but are not limited to: Programming and documenting Modicon Quantum and M580 PLCs and CRISP or new HMI system screens using OC SAN programming standards, reviewing PLC and remote input/output (I/O) panel shop drawings, reviewing and updating I/O lists (also known as SCADA Administrative Tool (SAT)), coordinating the programming with PCI staff, coordinating with OC SAN commissioning coordinator, bench testing programs, and commissioning programs during Operational Readiness Test (ORT), Functional Acceptance Testing (FAT), and Reliability Acceptance Testing (RAT). See Section 17410 Programming Using OC SAN Standards and associated attachments for OC SAN’s programming requirements. The selected firm’s staff shall have a thorough working knowledge and understanding of programmable logic controllers (using ladder logic and function block) and configuration of HMI systems and graphics. Staff shall be able to interpret engineering drawings and documents such as process and instrument diagrams (P&IDs), control strategies, motor control schematics, panel drawings, and PLC communication networks. Estimated Full-Time Staff Required The following staff levels are estimated based on projected programming and commissioning workloads. The actual number of staff will be based on the required hours for the selected firm to complete the assigned programming and commissioning scope of work. Staff Needed by Contract Year Function Year 1 Year 2 Year 3 Year 4 Year 5 Fiscal Year FY21-22 FY22-23 FY23-24 FY24-25 FY25-26 PLC/SCADA Programmer 6.0 6.0 6.0 6.0 5.0 IV. TASK ASSIGNMENTS OC SAN will authorize specific tasks to be completed by CONSULTANT. These tasks will vary widely in size, cost, and complexity. Tasks will be authorized as either a Task Authorization or a Task Directive, as described in Attachment “A1” – Rules of Engagement. Task Authorizations have a formal scope of work and a fixed upper limit. Task Directives also have an explicit scope of work, but the level of detail may be lower. Task Directives need a budgetary estimate, but not a firm upper limit. DR A F T SCOPE OF WORK PSA2021-001 3 V. PERSONNEL ASSIGNMENTS OC SAN will require CONSULTANT to provide staff to fill specific roles on specific projects, and, in some cases, for its Engineering Program, as described in Attachment “A1” – Rules of Engagement. Personnel Authorizations Personnel Authorizations authorize a particular individual to work on Task Directives VI. LOGISTICS AND CONTRACT MANAGEMENT Work Location CONSULTANT’s on-site staff shall be located at OC SAN’s facilities in Fountain Valley or Huntington Beach, California. At times, work may be required at other OC SAN facilities or at job site locations away from OC SAN facilities. At the CONSULTANT’s discretion and concurrence with the OC SAN representative, the assigned CONSULTANT staff may be located at CONSULTANT’s home office when performing programming. All bench testing and commissioning shall be performed at OC SAN’s facilities. Advanced coordination with OC SAN may be required for CONSULTANT staff working at OC SAN facilities on OC SAN holidays. Point of Contact/Supervision CONSULTANT shall designate an individual as the single point of contact to direct efforts in fulfilling contracted obligations under this Agreement. The selected designee shall be responsible for the direct supervision of assigned staff, including such activities as work schedules, quality of work performed, technical oversight, vacation requests, discipline, etc. The selected designee shall not be changed without prior written notification to the OC SAN representative. CONSULTANT is responsible for supervision of its entire staff, including the requirements defined in Attachment “A1” – Rules of Engagement: OC SAN Project Procedures CONSULTANT’s staff assigned to work on OC San projects shall save project related deliverables, documents and/or records in OC San accessible locations i.e., OC San SharePoint servers and/or OC San licensed cloud-based applications such as Bluebeam, PMWeb or One Drive, as applicable to the project assignment, to comply with Public Records Act requirements. Accessibility to these locations shall be provided by OC San. Provided Facilities & Equipment OC SAN will provide the following for CONSULTANT’s on-site staff:  Furnished office space at OC SAN  Computers, software, network, and printing capabilities DR A F T SCOPE OF WORK PSA2021-001 4  Office telephone Personal Protective Equipment CONSULTANT staff assigned to OC SAN facilities may be exposed to known plant process and work hazards and therefore will be required to have appropriate Personal Protective Equipment (PPE) such as: eye and face protection (safety glasses), head protection (hard hat), hand protection (gloves), foot protection (safety toed shoes), high visibility clothing (Class 3 vests), hearing protection, personal gas monitor (4 gas), and other forms of PPE. CONSULTANT shall provide all equipment and training necessary to comply with OC SAN safety polices. Refer to Contractor Safety Standards – Attachment “K”. Time Tracking & Invoicing CONSULTANT shall submit invoices, including cost and hours, monthly. Invoice shall be submitted no later than the 15th of each month. OC SAN maintains a project controls system containing detailed cost and hours information for all Engineering Projects. The format for reporting hours shall be in an importable format, such as Microsoft Excel, and contain, at a minimum, the following items: Column Description Project Number OC SAN will provide a list of project numbers. These numbers are subject to change as new projects are added and existing projects are completed. Work Package Number OC SAN will provide a list of work package numbers. The work package numbers are subject to change as a project transitions from one phase to the next. Employee ID Each employee included in the hours report must contain a unique identification number. Employee Name Employee name. Work Date The week ending date when work was performed. Hours by Week The total number of hours worked for the week. In addition, it may be necessary to report overtime hours which will require a separate report. Total Burdened Cost The total burdened cost shall include actual salary, fringe costs, overhead, and profit by person. Performance Requirements Assigned staff must perform their duties to OC SAN’s satisfaction. OC SAN reserves the right to reject any proposed staff or replace any assigned staff at any time. The Point of Contact shall replace staff upon OC SAN’s request. DR A F T SCOPE OF WORK PSA2021-001 5 Work Quality CONSULTANT shall be responsible for the professional quality and technical competence of assigned staff supplied to OC SAN. Additionally, the firm shall be responsible for the coordination of all efforts and other services furnished under the agreement. Management of Resource Assignments OC SAN will maintain a cloud-based workflow tool to request, review, authorize, and close resource assignments. That workflow tool is currently PMWeb. CONSULTANT’s Point of Contact will be required to utilize this tool to track all requests through their life cycles. OC SAN will use this workflow tool to verify that any invoiced costs have been duly approved through the workflow tool. Section 01701 Resource Assignment Management System for requirements. Attachments  Section 01701 Resource Assignment Management System  Section 17410 Programming Using OC SAN Standards  Section 17410 Attachment A – SAT Data Dictionary  Section 17410 Attachment B – Sample Technical Memorandum  Section 17410 Attachment C – Sample Test Sheet  Section 17410 Attachment D – Sample Program Flowchart DR A F T PSA2021-001 RESOURCE ASSIGNMENT PROGRAMMING PROFESSIONAL SERVICES MANAGEMENT SYSTEM 01701-1 Section 01701 RESOURCE ASSIGNMENT MANAGEMENT SYSTEM PART 1 - GENERAL 1.1 SUMMARY A. OC SAN will request, review, authorize, and closeout Resource Assignments under the Programming Professional Services (PPS) Agreement utilizing a Resource Assignment Management System (RAMS) using PMWeb. Resource Assignments include Task Authorizations and Task Directives. B. The RAMS uses the same workflow engine as OC SAN uses to manage its construction contracts. The PMWeb application is a cloud-based solution used to facilitate the electronic exchange of information. PMWeb runs inside most internet browsers - see “PMWeb Operating Requirements” described herein. OC SAN will provide CONSULTANT with user account and web address. Internet access is required to use PMWeb. C. Use the PMWeb for all required documentation and correspondence related to Resource Assignments as described in article “System Use.” 1.2 SYSTEM USE A. Utilize PMWeb for the following: 1. Proposing staff for Resource Assignments on Task Directives 2. Submitting Task Authorization Proposals 3. Receiving and tracking OC SAN approvals of Resource Assignments 4. Revising authorized Resource Assignments 5. Closing out completed or terminated Resource Assignments. 1.3 PMWEB OPERATING REQUIREMENTS A. In order to process correspondence via PMWeb as detailed herein, maintain the minimum requirements outlined in this article. 1. Internet service requirements are as follows: a. Provide broadband internet access to Project staff utilizing PMWeb. b. Document upload and download speeds depend on internet speed. A fast internet service is highly recommended. 2. Provide the computer and networking hardware to access PMWeb. B. Software requirements are as follows: 1. Modern internet browser maintained with current versions/security patches such as: a. Internet Explorer (latest released version) b. Mozilla Firefox (latest released version) c. Google Chrome (latest released version) d. iOS Safari (latest released version) 2. Microsoft Office 2019 or newer 3. Adobe Acrobat or BlueBeam Vu/Revu (latest version) 1.4 RAMS ACCESS AND LIMITATIONS A. OC SAN will maintain the RAMS and serve as the administrator for the duration of this Project. DR A F T RESOURCE ASSIGNMENT PSA2021-001 MANAGEMENT SYSTEM PROFESSIONAL PROGRAMMING SERVICES 01701-2 B. OC SAN will provide up to two PMWeb license(s) for use on this agreement only. C. OC SAN will provide CONSULTANT with user access for approved personnel as needed for the duration of the Project. OC SAN shall control access to PMWeb by assigning user profiles and login credentials. 1. OC SAN will create user accounts for CONSULTANT provided list of personnel that will be utilizing PMWeb. 2. Notify OC SAN of any changes to personnel. Access modifications shall be coordinated as needed throughout the Project. 3. Subconsultants shall not be provided access to PMWeb. Transmittal of information between CONSULTANT and its Subconsultants is not within the scope of PMWeb and shall be the responsibility of the CONSULTANT. D. Routine maintenance of PMWeb may be required during the Project. Access to PMWeb may be restricted or unavailable at these times and will be scheduled outside of typical working hours whenever possible. E. Should PMWeb become unavailable for an unanticipated period of time, the CONSULTANT shall notify OC SAN accordingly. Upon OC SAN’s direction, correspondence shall proceed via email or other electronic means in accordance with the General Requirements until PMWeb access is restored. 1.5 CONNECTIVITY PROBLEMS A. PMWeb is a web-based environment and is therefore subject to the inherent speed and connectivity problems of the Internet. CONSULTANT is responsible for its own connectivity to the Internet. PMWeb response time is dependent on the CONSULTANT’s equipment, including processor speed, Internet access speed, Internet traffic, etc. B. OC SAN will not be liable for any delays associated with the utilization of PMWeb including, but not limited to: slow response time, down time periods, connectivity problems, or loss of information. 1.6 CONSULTANT’S RESPONSIBILITY A. Provide personnel to support RAMS activities. B. Responsible for the validity and accuracy of information placed within RAMS by CONSULTANT personnel. 1. Users shall be proficient in the use of computers, including internet browsers, email programs, Microsoft Word, Microsoft Excel, and Adobe or Bluebeam Portable Document Format (PDF) document distribution program. 2. PDF documents shall be created through electronic conversion rather than being optically scanned whenever possible. 3. PDF documents shall be searchable. Should electronic conversion not be possible, optically scan at a resolution of 200 dots per inch and convert the scanned text using optical character recognition (OCR) capable software prior to uploading. 4. PDF document security restrictions shall be set to enable commenting so that ENGINEER’s comments can be added to the document using Adobe Reader or BlueBeam Vu/Revu. C. Responsible for the training of its personnel in the use of the RAMS (outside what is provided by the ENGINEER) and the other programs indicated above as needed. 1.7 TRAINING A. The ENGINEER will provide a one-time training session of up to 2 hours to train up to 4 of the CONSULTANT’s designated staff on general system requirements, procedures, and methods. DR A F T PSA2021-001 RESOURCE ASSIGNMENT PROGRAMMING PROFESSIONAL SERVICES MANAGEMENT SYSTEM 01701-3 1. CONSULTANT is responsible for training all other staff not included in ENGINEER’s session including any replacement personnel. 2. The ENGINEER will communicate the locations, date and time of training session. Training will occur within 14 days after the effective date of the Notice to Proceed (NTP). B. CONSULTANT shall be required to train their personnel on the principles and operation of all other software utilized for this Contract. 1.8 COMMUNICATION PROCESS A. All RAMS related documents requiring formal signatures shall be digital, and all copies digitally distributed. 1. PMWeb conforms to the requirements set forth in California Government Code section 16.5 regarding digital signatures; therefore, digital signatures are in full force and effect and are legally the same as a hand-written signature. 2. At least one RAMS account shall have the authority to approve Resource Assignments. 3. Take care not to share PMWeb account passwords. B. Official logs of assignments shall be maintained within RAMS. 1.9 AUTOMATED SYSTEM NOTIFICATION A. Automated system notifications generated via PMWeb (e.g. in-system notices, system generated email, or email with attachment) shall constitute a formal written notification in compliance with the Contract Documents. DR A F T PSA2021-001 PROGRAMMING USING PROGRAMMING PROFESSIONAL SERVICES OC SAN STANDARDS 17410-1 Section 17410 PROGRAMMING USING OC SAN STANDARDS PART 1 - GENERAL 1.1 SUMMARY A. Section includes: 1. Programming of PLC’s using OC SAN’s programming standards. 2. Programming of HMI’s screens using OC SAN’s programming standards. 3. I/O to be programmed will be defined by the following project Contract Documents associated with a construction project: a. SAT database b. P&IDs c. Elementary/control schematic d. Control Strategies e. Programming flowchart. 1.2 DEFINITIONS A. Bench Test: A critical evaluation of the PLC and HMI and OIT interaction prior to installation in the field to ensure that all functions perform as intended. B. Functional Acceptance Test (FAT): Tests equipment and instrument operation and shutdowns under load (in REMOTE MANUAL mode of operation) using process fluid (water, air, etc.) to verify proper functionality. Tests equipment and systems in REMOTE AUTOMATIC and AUTOMATIC modes of operation with software and water (as defined in the procedure or Part 3) or other process fluid to simulate normal operating conditions. Test automatic transfer switches with normal and standby power sources. Test medium- voltage and low-voltage switchgear by simulating incoming voltage to the protective devices. For non-process systems, test the functionality of the system using actual conditions (i.e. fire alarm system, access control system, HVAC, battery chargers, automatic transfer switches, uninterruptible power supplies, generators, etc.). C. Human/Machine Interface (HMI): A graphical user interface linked to PLC registers allowing the monitoring and control of the process. CRISP is the HMI software used on servers and workstations in the ICS network to display PLC data using the plant wide network. D. Modify: Additions, deletions, rearrangement, change alteration, appendage, or any other change. E. Operator Interface Terminal (OIT): A local touch screen Industrial PC panel used to display and control a process associated with a single PLC or group of PLCs. F. Operational Readiness Test (ORT): Tests equipment, instrumentation, wiring, hardware, and software without water or any other process fluid in the LOCAL, HAND and REMOTE MANUAL modes of operation. G. OC SAN Process Control Integration (PCI) Group: The group responsible for the ongoing SCADA system maintenance and enhancements. The group includes programmers and has access to other support personnel, program documentation, and other vital documents. PCI is a subunit of the ENGINEER. H. OC SAN PLC Programming Standards: The OC SAN PLC Programming Standards are comprised of software templates to accomplish common functions such as variable DR A F T PROGRAMMING USING PSA2021-001 OC SAN STANDARDS PROGRAMMING PROFESSIONAL SERVICES 17410-2 speed pump control and a set of rules to guide programmers on how to organize programs, perform tagging, develop custom programming, etc. I. OC SAN PLC Software Templates: The OC SAN PLC Software Templates are provided to the programmer by OC SAN. Software Templates shall be used as provided. The programmer shall not modify the code contained within a Software Template. Custom versions of Software Templates shall be requested in writing from ENGINEER. J. Programming Flowchart (PF): The Programming Flowchart is a tool that is used to outline all the sections required for a complete PLC program. The flowchart must include programming for all Real I/O, SCADA I/O, Templates, custom programming, including descriptions for how each point, Software Template or custom code block behaves. K. Process Control Software: SCADA, PLC and SAT software packages with any integrated operator interfaces or monitor/controllers. L. Programmer: The programmer is the person or team responsible for producing Process Control Software. The programmer is a subunit of the CONSULTANT. M. Reliability Acceptance Test (RAT): A test to check that the system can operate continuously in the intended manner for an extended period without failure. During the RAT, the system under test shall be operated within design parameters reflecting the day- to-day operation of the facilities for an uninterrupted period. N. Real Input/Output (Real I/O): Real I/O refers to the physical (hardwired) input and output points of the PLC. O. SCADA Administration Tool (SAT): The term SAT will at times refer to two separate but related items depending on the context. 1. A database (in MS Access) that is the source for both PLC and HMI descriptions. This database also contains internal PLC points and is used as a data repository for other functions. 2. A custom desktop application that helps create and validate the SAT database as well as produce output files for import into PLC’s and HMI’s. P. Supervisory Control and Data Acquisition System (SCADA): The SCADA system includes PLCs connected through process data communications networks to a server that services HMI workstations used for control. Q. SCADA Input/Output (SCADA I/O): SCADA I/O refers to virtual input and output to/from the HMI. Process Control Software. SCADA, PLC, and SAT software packages with any integrated operator interfaces or monitor/controllers. 1.3 SUBMITTALS A. Submittals shall be made as specified herein. B. Submittals are required during the programming process as described in this section. Further detailed information regarding steps and submittal details can be found in Part 3 – EXECUTION. 1. Initial Program Development (Step 2) a. I/O Information Documented in the SAT Database: Submit the real I/O records portion of the SAT database. b. Preliminary Program Flowchart: Programmer shall start the preliminary PF during the onsite orientation session. Submit a preliminary PF. c. Draft HMI Graphics: Submit draft HMI graphics for review. This shall include process overviews, process graphics, equipment detail screens, configuration screens, sequence screens, control stations, diagnostic screens, etc. DR A F T PSA2021-001 PROGRAMMING USING PROGRAMMING PROFESSIONAL SERVICES OC SAN STANDARDS 17410-3 d. P&ID Drawings: Redline PDF P&ID drawings per changes during the initial program development 2. Final Program Development. (Step 3) a. Updated PF: Submit the updated PF for review. b. PLC Program: The final version of the untested, fully documented, PLC program that is to be bench tested shall be fully documented and complete. All parameters, routines, subroutines, variables, etc. are complete. The logic of the process operation is tested in Step 5. Submit a PDF copy of the PLC program as well as a copy of the PLC program in its native format for review. c. SAT Database: Submit a copy of the completed SAT database records with current information for review. d. HIM Graphics: Include complete set of HMI graphic screens (color printout PDF screen captures). e. HMI Program: The final version of the untested, fully documented, HMI program that is to be bench tested shall be fully documented and complete. The HMI screens are tested in Step 5. Submit the HMI program in its native format for review. e. Test Sheets and Test Procedures: Submit the bench test sheets and bench test procedures for review. 3. Bench Test: a. Bench Test Sheet and Procedure Sign Off Sheets: Submit the completed bench test sheets and procedure sign off sheets for review. Resubmit bench test sheets and procedure sign off sheets after correcting errors found during the bench testing for review. Attachment C shows a Sample Test Sheet. 4. Bench Tested Accepted Software Submittal a. Submit Bench Tested Accepted Software in both native software and printout in searchable pdf forms. b. Submitted software shall be loaded into the PLC and HMI workstation to start the testing and commissioning. 5. As-Built Documentation a. Submit Final Documentation: Submit all as-built documentation updated to reflect all deviations from the design and submittal documents that occurred during installation, startup, and acceptance testing for review. 1.4 QUALITY ASSURANCE A. Review programming progress with PCI monthly. PART 2 - PRODUCTS 2.1 PLC PROGRAMMING A. Perform the PLC programming using the OC SAN-accepted ProWORX NXT or Control Expert. B. Develop a programming flowchart using the latest version of Microsoft Excel software. Microsoft Office Professional software, the latest version, is used for word processing, spreadsheets and for SAT. DR A F T PROGRAMMING USING PSA2021-001 OC SAN STANDARDS PROGRAMMING PROFESSIONAL SERVICES 17410-4 2.2 HMI PROGRAMMING A. An HMI will be available at OC SAN for the programmer to use during graphics development and bench testing. PART 3 - EXECUTION 3.1 GENERAL A. All PLC’s and HMIs shall be programmed to the latest version of the OC SAN PLC Programming Standards. The PLC programming standards will be provided upon request. B. All OC SAN programming tools shall be utilized in accordance with their standards and requirements. C. The programming goal is to create an integrated, standardized control program for all SCADA system devices. The multiple steps and milestones described below are designed to achieve this goal with a minimum amount of rework, compromise, or wasted effort. D. If changes, additions or deletions are made to an existing PLC, repeat the bench test of all process control software and real I/O connected to the PLC. The testing shall be performed in accordance with this Specification and Section 01810, Commissioning. PCI will identify all minor program changes not subject to this requirement. E. Electronic versions of PLC programs are available from PCI in PDF format. F. The P&ID Drawings used to develop the program do not show all the SCADA I/O required for a complete and operable program. For example, confirming signals are not shown. 3.2 PROGRAMMING PROCESS (SCHEDULE) A. The following is a high-level overview of the programming process. Each of the steps is described in more detail in this section. B. A step in the programming process below is considered complete when all the submittals required for that step have been accepted by the ENGINEER. The selected firm may not proceed to the next step until the previous step is complete. 1. Step 1: Orientation (Completion of this step constitutes 5 percent of programming completion). a. Programmers shall participate in a 2-week OC SAN onsite orientation session under direction of PCI. During this session, the programmer(s) will be trained on PLC and HMI standards, SAT, Flowchart, and Technical Memorandum development. No submittal is required to complete this step. 2. Step 2: Initial Program Development (Completion of this step constitutes 10 percent of programming completion). a. Real I/O Information Documented in the SAT Database: Update the real input and output records of the SAT database develop. The real I/O SAT database is developed by the design engineer. Refer to “SAT Database” paragraphs in this Specification for more information on the SAT. b. Preliminary Program Flowchart: Programmer to start the preliminary PF during the 2-week onsite orientation session. Submit the preliminary PF. c. Graphics Sketches: Provide a pdf and native version of all unique graphics of the proposed HMI graphics. This shall include process overviews, process graphics, configuration screens, sequence screens, control stations, etc. DR A F T PSA2021-001 PROGRAMMING USING PROGRAMMING PROFESSIONAL SERVICES OC SAN STANDARDS 17410-5 3. Step 3: Final Program Development. All submittals to be completed prior to bench testing. (Completion of this step constitutes 30 percent of programming completion. All submittals to be completed prior to bench test.) a. Updated PF: The PF shall be updated to show Work to date. b. PLC Program: The final version of the untested PLC program shall be complete. All parameters, routines, subroutines, variables, etc. are complete and fully documented. NOTE: PLC Logic and SAT database is reviewed for conformance to standard. The logic of the process operation is tested in Step 5. c. SAT Database: All appropriate SAT database records shall be completed with current information. d. HMI Graphics: The final set of HMI graphic screens shall be complete. e. Test Sheets and Test Procedures: Develop the proposed testing procedures with accompanying test sheets for the bench test. The test sheets and test procedures to be submitted and acceptance obtained prior to bench testing. Refer to Attachment C to this Specification section for format. 4. Step 4: Bench Test (Completion of this step constitutes 15 percent of programming completion): a. Bench Test: Commission and execute a bench test at OC SAN Plant 1. The bench test consists of loading the SAT database, the HMI graphics and the PLC program into a standalone workstation networked to a test PLC, then testing all functions. NOTE: The bench test is to assure coordination between PLC logic and HMI graphics, not the logical operation of the program. Changes made to the program in Step 5 may require a repeat of the bench test for all software, at the PCI’s discretion. 5. Step 5: Project Conclusion (Completion of this step constitutes 25 percent of programming completion). a. Startup: Load the SAT database, the HMI graphics, and the PLC program into the process workstation and appropriate PLC. b. Provide commissioning support in accordance with Section 01810, Commissioning. c. 6. Step 6: As-Built Documentation (Completion of this step constitutes 15 percent of programming completion). a. Resubmit final documentation: Submit all as-built documentation updates to reflect all deviations from the design and submittal documents that occurred during installation, startup, and acceptance testing. 3.3 OC SAN IN-HOUSE ORIENTATION A. Each programmer shall participate in a 2-week (5-day workweek) onsite orientation session under direction of PCI. The orientation is to familiarize the programmer with the OC SAN Process Control Software Standards, program flowchart, programming tools and PCI methods and procedures. 3.4 PROGRAM FLOWCHART A. The Program Flowchart (PF) is a sequential outline of the PLC program. The PF is a planning tool to be used throughout the programming effort as a map to create the program. The PF shall be updated regularly and submitted at two programming steps. The Step 2 PF submittal shall include all known programming steps; all programming subsystems; and DR A F T PROGRAMMING USING PSA2021-001 OC SAN STANDARDS PROGRAMMING PROFESSIONAL SERVICES 17410-6 all subsystems laid out but not finalized. The Step 3 PF shall be complete except for modifications required during the subsequent programming steps. The PF is part of the final as-built deliverable set of Project documentation. Attachment D contains a Sample Program Flowchart. B. The programmer shall consider construction sequencing in creating the PF. Several PFs with associated programming may be required to support continuing process operation during construction. The programmer may need to write code to temporarily bypass portions of the final program. Overall control programs shall be created early in the programming process and shall be modified to support construction sequencing. C. OC SAN’s acceptance of the PF is for verification of conformance to the OC SAN’s Process Control Software Standards only. Provide sufficient detail to deliver all specified functionality. 3.5 SAT DATABASE A. The SAT database is used as the data source for both the PLC and the HMI databases. The programmer cannot change/add/delete from the database’s structure and is responsible for understanding and obeying the field rules as published. B. Obtain “Seed” Database: During the orientation, obtain from OC SAN an electronic file of a partially filled-out “seed” SAT database for the Project. Approximately (8) of the (23) fields in this “seed” database have been filled out by the design engineer to support the design. These data fields include design information such as alarm points, engineering units, tag names, etc. as indicated in Attachment A in this Specification section. C. Complete the Project SAT Database: For each PLC affected by the Project, perform the following: 1. Update/modify the existing information in the Project SAT database to correct erroneous information and to reflect the actual/changed Project conditions. Identify each I/O that is changing from active use to spare; from spare to active use; and/or all other modifications to the I/O. Delete records removed by Project programming. 2. Add new records and fill out the respective data fields (data cells) to reflect new Project equipment. 3. Fill out the remaining data fields (data cells) for all the records in the complete 23- field Project-specific SAT database. Refer to Attachment A SAT Data Dictionary for more information. 4. Submit the resulting Project-specific SAT database to PCI for acceptance, testing, acceptance, and integration into the OC SAN master software as specified elsewhere in this Specification section. D. Verify Accuracy: The final submitted SAT database shall provide accurate I/O data and shall reflect the final, tested installation. 3.6 PLC PROGRAM SUBMITTAL A. Create the development version of the PLC program. All parameters, routines, subroutines, variables, etc. shall be complete. The process control software submittals shall be reviewed only for conformance to the OC SAN’s Standards. The logical process shall be fully tested at acceptance testing. 3.7 BENCH TEST A. The bench test consists of loading the SAT database, the HMI graphics and the PLC program into a standalone workstation and PLC, then testing all functions. Perform a network-by-network review of program interaction. PCI staff may witness the bench test. Value changes, alarms, HMI graphics, limited simulation of logic and function, and data DR A F T PSA2021-001 PROGRAMMING USING PROGRAMMING PROFESSIONAL SERVICES OC SAN STANDARDS 17410-7 links are reviewed. Errors shall be repaired, and the software shall be certified by PCI for field installation. Note: Software changes after the bench test are subject to the following conditions: 1) All changes shall be accepted by PCI in writing before execution. 2) The bench test is to assure coordination between the PLC logic and the HMI graphics. 3) Any changes to the process control software after the bench test may result in PCI requiring a partial or complete retest. PCI involvement will be limited to verifying the linking between the PLC and HMI graphics and the logic matches the agreed to PF and the SAT database. PCI may also perform limited functional testing of the software. The software bench test may be rejected if a pattern of errors is found. Correct all errors and perform an Unwitnessed bench test internally before resubmitting for the bench test. B. Create and/or modify the bench test procedures into the acceptance testing procedures. Create and/or modify the bench test sheets for use during the bench test and acceptance testing to document the test procedures. ENGINEER will not fully check the logic or functionality of the software. Attachment C is a Sample Test Sheet. 3.8 COMMISSIONING SUPPORT A. Provide commissioning support in accordance with Specification 01810, Commissioning. This specification describes the step-by-step commissioning process performed by the contractor and includes PCI’s role in commissioning during Pre-ORT, ORT, Pre-FAT, FAT and PAT. The Programming Professional Services CONSULTANT will be performing the services performed by PCI. 3.9 FINAL DOCUMENTATION A. Review and update all documentation to reflect as-built conditions. Remove documentation that is not current or relevant to the Project. Provide direction on the method for integrating Project documentation with existing OC SAN documentation systems. B. All documentation shall comply with the latest OC SAN Software Standards. C. Provide electronic files for PCI All documentation organized in logical sub-directories. 3.10 ATTACHMENTS A. Attachment A - SAT Data Dictionary B. Attachment B - Sample Technical Memorandum C. Attachment C - Sample Test Sheet D. Attachment D - Sample Program Flowchart E. Attachment E – Section 01810 Commissioning * * * * * * DR A F T SAT DATA FIELD DESCRIPTION TABLE (DATA DICTIONARY) A. The following listing is a data field description table (data dictionary) for the SAT database. SAT stands for SCADA Administration Tool. SAT is the tool that helps create and validate the SAT database itself. This database is the source for both ENGINEER’s and CONTRACTOR’s Real I/O list and programs. The table describes 26 fields (data cells) that comprise part of the record set in the SAT database. The text in the Field Description column describes the field data values (data cell values) expected by OCSD in the finalized database. B. The Real I/O column with an “X” shall be filled out during the design phase by the ENGINEER or in the case of a CONTRACTOR programmed PLC, during the construction phase by the CONTRACTOR during the Step 2 development phase (as defined by Specification 17410 and 17411). The CONTRACTOR shall use this information to generate the construction drawings and loop diagrams, as well as calibration and setup of instrumentation ranges. Refer to the OCSD Tagging Procedure (Exhibit D8) for Loop Tag Numbers and OCSD Process Control Software Standards for further information or contact the OCSD Process Controls Integration (PCI) group for detailed explanation and examples. C. The Development column with an “X” shall be filled out during the construction phase by the programmer. For CONTRACTOR programmed PLCs, fields with an “X” in the Development column indicate the fields that are updated by the CONTRACTOR. D. In the case of OCSD programmed PLCs, the SAT Database shall be filled out during the design phase by the ENGINEER and is given to the CONTRACTOR. The Chapter 13 Attachment A – Exhibit D8 OCSD Tagging Procedure for Equipment can be provided upon request. Re a l I / O De v e l o p m e n t SAT Data Field Description Table (Data Dictionary) Field Name Field Description X X DropIndex Drop index number on a CRISP Data Highway X X Building Process area name to be defined in consultation with PCI (note: this value also appears in the alarm summary page for each active and acknowledged alarm) X X Reg PLC register number (For Quantum I/O: DO = 0xxxxx, DI = 1xxxxx, AI = 3xxxxx or AO = 4xxxxx; for x80 I/O: DO = -3, DI = -4, AI = -2, or AO = -1) X X Tag OCSD Loop Tag Number = AASXXXXLLLM_PPP, where AA = Area (10, 11, …), S = Sub-area (A, B, …), XXXX = Function Code (LSHH, PMP, …), LLL = Block Number (101, 102, …), M = Suffix (A, B, …), _PPP = PCI modifier (_LVL, _ALM, …(note: real I/O points do not have the PCI modifier)) X X Desc2 Equipment descriptive name (e.g. FILTER PMP 3 (note: 14-character max.)) X X Desc3 Description, action, or function of the record (e.g. ON, OPENED, MODE DISPLAY, … (note: 15-character max.), may also be used to complete Desc2) X X RawUnitMin Raw units low for PLC and CRISP analog inputs & outputs (PLC real I/O typically ranged 0-4095, CRISP typically ranged 0, matches device minimum range, or a restriction on input or output value) DR A F T Re a l I / O De v e l o p m e n t SAT Data Field Description Table (Data Dictionary) Field Name Field Description X X RawUnitMax Raw units high for PLC and CRISP analog inputs & outputs (PLC real I/O typically ranged 0-4095, CRISP typically ranged to match device minimum range, or a restriction on input or output value) X X EngUnitMin Engineering units low for PLC and CRISP analog inputs & outputs (PLC real I/O minimum output of device, i.e. 4mA value, CRISP ranged to device or function) X X EngUnitMax Engineering units high for PLC and CRISP analog inputs & outputs (PLC real I/O minimum output of device, i.e. 20mA value, CRISP ranged to device or function)) X X EngUnit Engineering Units (e.g. GPM, CFM, …) X Priority Value used for alarm display on CRISP (typically set to ‘1’ for all standard process alarms, set to ‘2’ for PLC & communications alarms, and ‘3’ for highly critical process or electrical alarms (note: set to 0 for all non-alarm records)) X Security Value used for security in CRISP (typically set to a value of ‘4’ for all standard process selections and setpoints, though there are other levels of security (See PCI for additional details) note: only used for records that are CRISP outputs to PLCs, set to 0 for all other records) X Alarm The bit that configures CRISP to alarm (set to ‘TRUE’ for alarms, set to ‘FALSE’ for all other records) X History The bit that designates a tag to be historized on the Enterprise Historian (set to ‘TRUE’ for all records required to historized, set to ‘FALSE’ for all other records (note: alarms, as well as operator process selections and setpoints are automatically added to the Enterprise Historian, do not set these records to ‘TRUE’)) X Trend The bit that designates a tag made available for trending in CRISP (set to ‘TRUE’ for all values that appear on a CRISP trend window, set to ‘FALSE’ for all other records) X PIDNumber Informational field, displaying on which P&ID a real I/O is point is identified (e.g. 20E-NP-110) X Panel Number Informational field, displaying at which RIO panel a real I/O point is terminated (e.g. 15LFCP949C) X PLCDrop Informational field, displaying at which RIO drop a real I/O point is terminated (typically 1) X PLCRack Informational field, displaying at which RIO rack a real I/O point is terminated X PLCSlot Informational field, displaying on which RIO card a real I/O point is terminated X PLC Point Informational field, displaying at which RIO card point a real I/O point is terminated (set to the point number on the card (e.g. 1-16 on a 16-point card DI card, 1-4 on a four-point card AO card, 1-9 on an eight-point AI card (note: AI cards typically reserve the 9th point (and corresponding register) for a “MODULE STATUS CHANNEL”, and will be reserved in SAT))) X CardType Informational field, displaying which Real I/O point Unity Card Type is identified as (e.g. BMXDAI1614 - 16 point digital input - 120VAC card) DR A F T Re a l I / O De v e l o p m e n t SAT Data Field Description Table (Data Dictionary) Field Name Field Description X CRISPRegType Defines an record as it relates to its CRISP I/O type (set to ‘4’ for all CRISP DO points (typically 002001-004000 registers), ‘3’ for all CRISP DI points (typically 004001-005000), ‘2’ for all CRISP AI points (typically 404001- 406000), and ‘1’ for all CRISP AO points (typically 402001-404000) (note: set to ‘0’ for all non-CRISP I/O records)) X X PLCRegType Defines an record as it relates to its PLC register type (set to ‘1’ for all real analog inputs (typically 100001-101999 registers), ‘2’ for all real analog outputs (typically 400001-402000 registers), ‘3’ for all real digital inputs (typically 300001-301999 registers), ‘4’ for all digital outputs (typically 400001-402000 registers), ‘5’ for all communications registers (typically 006609-007000 & 406601-407000 registers), ‘6’ for all internal registers (typically 007001-009999 & 407001-409999 registers) (note: set to ‘0’ for all CRISP I/O records)) X CMMS Desc Informational field, displays the information contained in EID for the real I/O registers (a concatenation of several fields within EID) * * * * * * DR A F T 3/23/2020 – Rev. 6 1 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING M E M O R A N D U M To: Frank Steiger/OCSD From: GEA Westfalia Separator Division Subject: Technical Memorandum for P1-101 Dewatering Centrifuge Control Software Configuration Date: September 2, 2020 Redacted Summary This Technical Memorandum has been redacted to remove proprietary information and shall only be used as an example for preparation of similar documentation. It describes the control implementation and software configuration for the new Dewatering Centrifuge system. The software portion of the project will include PLC ladder logic written using the District’s existing Software Standards, as well as new operator interface screens using the District’s Graphics Standards. Control Strategy Overview Each of the three Dewatering Centrifuges will be provided with a free-standing programmable logic controller (PLC) based control cabinet to contain the machines’ start/stop, and sequencing controls as well as monitoring and safety/shutdown systems. Each centrifuge will operate independently, and all three will be programmed to function identically. The centrifuges can be operated in two modes. The two control modes are LOCAL and REMOTE. In both modes, the system protection will be provided by monitoring centrifuge parameters (vibration, temperature, etc.) for safety/shutdown set points. A LOCAL/REMOTE selector switch on each control panel selects between these two options. LOCAL Mode In LOCAL mode, centrifuge control is only available at the CCP. And centrifuge Start/Stop is only available at the CCP REMOTE Mode In REMOTE mode, centrifuge control is only available at the CCP. But Start/Stop is only available from SCADA. 3/23/2020 – Rev. 6 2 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING DEWATERING CENTRIFUGE DETAILS 1. Introduction 1.1. CONTROL PANELS The CA-1035 Control System will consist of the following control panels: Three (3) - Centrifuge Motor Control Center (CMCC) Panels - NEMA 12, fan/filter enclosure Three (3) - Centrifuge Control Panels (CCP) - NEMA 12, fan/filter enclosure Note: Lube oil pump motor starters are located in the Customer supplied MCC 1.2. PROGRAMMABLE LOGIC CONTROLLER (PLC) The PLC is configured for the following:  Full automation of the Centrifuge system  The PLC shall be programmed to operate on an independent basis, regardless of the communication status of the Plant Dewatering PLC.  Each PLC shall include integrally, or with additional modules, communication ports for the programming device, I/O hardware, and any required remote communication modules and retransmission as required, to provide fully functional links to I/O hardware and SCADA.  I/O communications shall employ the manufacturer’s standard design for transmission speed, media length, and cabling. 2. PRODUCTS AND SYSTEM DESIGN 2.1. PLC HARDWARE/SOFTWARE  The centrifuge PLC shall be programmed using Proworx NXT programming software, version 2.20 or later.  The centrifuge OIT shall be programmed using Modicon Vijeo Designer programming software, version 6.2, Service Pack 5.  The PLC shall be programmed to operate on an independent basis, regardless of the communication status of SCADA.  The PLC will be a Modicon Quantum 140CPU53414B processor module.  The PLC power supply will be selected based on the total PLC I/O count.  The PLC rack/chassis will consist of three (3) 10-slot chassis.  Discrete input modules shall be 120 VAC, 16 inputs, isolated.  Discrete output modules shall be relay, 8 outputs.  Analog input modules shall be 8-channels, isolated.  Analog output modules shall be 4-channel, isolated.  RTD input modules shall be 8-channel, isolated, and wired for 3-wire, PT 100 RTD’s.  Three (3) Ethernet network interface modules, NOE 771 11, shall be provided. Two shall be dedicated for interfacing to SCADA and one shall be dedicated for interfacing to the Centrifuge OIT, Bowl and Scroll VFDs.  The Operator Interface Terminal (OIT) shall be a Magelis Panel PC, model HMI PPH9A0701, 19”, color, touch screen, with built-in Ethernet 10/100 Mbps communications port. 2.2. SYSTEM ARCHITECTURE  The CCP shall be designed to: 3/23/2020 – Rev. 6 3 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING - Assist plant operating personnel by noting and announcing off-normal operating conditions and equipment failures - Perform calculations based on sensor inputs - Communicate with SCADA via Modbus TCP/IP Ethernet network  The PLC program will be divided into subroutines for each specific function of the system. 2.3. COMMUNICATIONS The Quantum PLC system utilizes separate communications modules for the required network interfaces as follows: - The CCP shall communicate with the owner’s SCADA via two dedicated NOE 771 11 modules, utilizing an Modbus TCP/IP Ethernet network interface - The CCP shall communicate with the Centrifuge OIT and VFDs via a dedicated NOE 771 11 module and 8-port Ethernet switch utilizing a Modbus TCP/IP Ethernet network interface. - The CCP shall utilize one of the spare ports on the Ethernet switch for connecting a pc programming terminal. 2.4. PLC DATABASE AND I/O LIST  The structure of the system PLC database shall be hierarchical, and initial configuration of the database shall be performed by GEA. Signals required for interface with SCADA shall be organized into a separate subroutine, in which discrete and analog I/O addresses can be read from and written to the CCP.  I/O List - The I/O list will be provided with the GEA “as built” electrical drawing package. 3. CENTRIFUGE SEQUENCE 3.1. CENTRIFUGE START A LOCAL/REMOTE selector switch is located on the CCP. In either mode, centrifuge control is only available at the CCP. In LOCAL mode, centrifuge Start and Stop is only available at the CCP. In REMOTE mode, Centrifuge Start and Stop is only available from SCADA. When the selector switch is in the Remote position, the CCP issues a SYSTEM REMOTE confirmation to SCADA. Note: The centrifuge SYSTEM READY (Power on and no shutdown alarms) signal must be active in order to start the centrifuge. The Centrifuge control system verifies that no fault conditions exist and maintenance mode is not active. The start-up sequence of the centrifuge is initiated by pushing the CENTRIFUGE START button on the CCP (LOCAL) or SCADA (REMOTE). The user may cancel the operation, if the start button was pressed accidentally, by pushing the CENTRIFUGE STOP button on the CCP (LOCAL) or SCADA (REMOTE).  The centrifuge is in the READY state and the CCP issues a hard-wired SYSTEM READY permissive signal to SCADA.  Depressing the CENTRIFUGE START pushbutton will de-energize and open the feed tube, seal water valve to begin seal water flow to the centrifuge.  After confirming seal water flow is established, a 10-minute (operator set point) pre- lube cycle begins, and lube motor run commands are issued. Both lube systems will be commanded to run at the same time.  After confirming that the lube motors are operational, the cooling water solenoid valves for each lube system’s heat exchanger are energized. This will open the valves to allow cooling water to each heat exchanger. 3/23/2020 – Rev. 6 4 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING  After the Pre-lube cycle is finished the bowl motor run command is issued to the bowl VFD, and the bowl begins to rotate. The bowl will be ramped up to setpoint speed by the VFD in approx. 25 minutes.  After confirmation that the bowl VFD is running, and the bowl speed is above 370 RPM (operator set point), the scroll motor run command is issued, and the scroll begins to rotate.  The centrifuge is now running and the CCP issues a SYSTEM ON confirmation to SCADA.  Normally the diverter gate is closed if centrifuge is not processing. With the diverter gate CLOSED the cake pump is bypassed.  Normally the diverter gate flush valve is closed. When the bowl motor speed greater than zero, CCP will open the diverter gate flush valve, if the diverter gate is in the closed position. Note: SCADA will control the operation of the screw feeder and cake piston pump.  During this start cycle, the scroll will convey any remaining solids out of the bowl before the bowl has reached full speed, and therefore the Centrifuge torque will drop to low torque value (less than 10%) indicating that the bowl has very little solids remaining.  Once the centrifuge has reached speed and there are no faults, the Centrifuge is ready to accept sludge feed (Ready for Feed signal activated) and issues a hard-wired SYSTEM FEED permissive signal to SCADA.  SCADA will transmit a PLANT FEED hard-wired signal to the CCP when the sludge feed system components (sludge pump, polymer pump, grinder, etc.) are confirmed in operation. Refer to Process Sequence for the process start sequence and ancillary operation. Note 1: If there is no sludge fed to the Centrifuge for 30 minutes (operator set point), then Idle mode is active until sludge feed is started. Refer to 3.5 Feed System Off for additional detail. 3.2. CONTROLLED SHUTDOWN A controlled shutdown will be initiated when the user presses the CENTRIFUGE STOP button on the CCP (LOCAL) or SCADA (REMOTE), if Flush and Shutdown is Disabled. It will also be triggered by some alarm shutdown conditions. See Appendix A for a list of alarm conditions that cause a shutdown.  Refer also to Flush & Shutdown and CIP Sequences  SYSTEM FEED permissive signal removed by centrifuge PLC (Ready for Feed signal off). Note: The SYSTEM FEED permissive signal can also be removed, without shutting down the centrifuge, by actuating the Feed Off pushbutton from the centrifuge OIT.  The PLANT FEED signal (derived from grinder, polymer pump, sludge feed pump, and sludge feed valve) at the PLANT Dewatering PLC, to the CCP is removed.  Bowl motor shuts off, allowing the bowl to coast to a stop. The scroll motor will continue to run.  Flush water valve opens immediately when bowl motor shuts off.  Flush water valve closes when bowl speed falls below 200 rpm.  Scroll motor shuts off when bowl speed is below 289 rpm.  Bowl and scroll come to rest.  The CCP removes the SYSTEM ON signal confirmation signal to SCADA, when bowl is off, scroll is off, and CIP is complete.  Lube pumps continue to run during post lube cycle (approx. 5 minutes).  When post lubrication is complete, seal water solenoid valve is energized and closes to shut off feed tube seal water. 3/23/2020 – Rev. 6 5 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING 3.3. IMMEDIATE SHUTDOWN An immediate shutdown is triggered by scroll motor alarms. See Appendix A for a list of all alarm conditions that cause an immediate shutdown. An Immediate Shutdown will function similar to a controlled shutdown; except that the scroll motor will be turned off at the same time as the bowl motor. 3.4. EMERGENCY SHUTDOWN The Emergency Shutdown is issued with any of the E-stop pushbuttons at the CCP, Bowl CMCC, Scroll CMCC, or station near stairs. All equipment associated with the system will be stopped instantaneously with no flush water. All centrifuge E-stop’s will require a manual reset of first the E-stop push button pressed and then also the E-stop safety relay located in the CCP. A bowl speed high condition will also trigger the E-stop safety relay. NOTE: Seal water will remain on until the bowl and scroll come to a rest (less than 25 rpm). 3.5. FEED SYSTEM OFF 3.5.1. Feed System Off – Idle Mode (Non-Alarm) When the centrifuge has been requesting feed from the PLANT Thickening PLC for 30 minutes without being fed, the centrifuge will begin an idle flush sequence. The centrifuge continues to request sludge feed, but opens the flush water valve for an operator configurable duration (typically 2 minutes). This flush water valve open sequence will repeat every 30 minutes until sludge feed begins. 3.5.2. Feed System Off – Idle Mode (Alarm) After 2 minutes of no-feed, with FEED A/M station in Auto, the centrifuge generates a NO Feed Alarm. After 60 minutes of no-feed, with FEED A/M station in Off, generates a “System Feed Control Station is OFF” Alarm. Certain system alarms or an operator request will require that the feed system stop, while the centrifuge continues to run. See Appendix A for a list of all alarm conditions that cause a Feed Off condition.  The sludge feed to the centrifuge is stopped via an alarm or activating the Feed Off pushbutton from the centrifuge OIT.  SYSTEM FEED permissive signal removed by centrifuge PLC (Ready for Feed signal off).  The PLANT FEED signal (derived from grinder, polymer pump, sludge feed pump, and sludge feed valve) at the PLANT Dewatering PLC, to the CCP is removed.  If the centrifuge continues to run, but sludge feed is not active, the flush water valve will open for 5 minutes every 30 minutes (typically, operator adjustable).  Upon restarting (if applicable), the Centrifuge PLC re-issues the SYSTEM FEED permissive signal to SCADA.  Grinder, Sludge feed and Polymer feed are restarted by SCADA. Sludge feed valve also reopened by SCADA. SCADA re-issues the PLANT FEED signal to the CCP. Note: Torque Alarm HI and Vibration Alarm HI will initiate a Feed System Off (SYSTEM FEED permissive removed) sequence as noted above. The flush valve will remain open for 5 minutes (typical, operator adjustable). If the torque or vibration level drops below the alarm setpoints during the flush cycle, these alarms can be reset by the operator, thus allowing the 3/23/2020 – Rev. 6 6 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING flush water valve to close. The sludge feed will then be permitted to be restarted. 3.6. FLUSH & SHUTDOWN SEQUENCE If the process sequence is completed and it is desired to shut down the centrifuge, then press the centrifuge Stop button (Local or Remote). If the Flush & Shutdown sequence, is Enabled from the OIT (LOCAL) or SCADA (REMOTE), then the flush and shutdown sequence will be performed with a stop command. If flush and shutdown is disabled, then the equipment will stop without flushing and cleaning. The sequence is as follows:  Centrifuge currently running process  Operator ensures the Flush & Shutdown is Enabled on the OIT or Centrifuge Stop at SCADA. Once stop is initiated, flush and shutdown will proceed automatically.  SYSTEM FEED signal removed by the CCP to SCADA.  Sludge Pumps, Polymer Feed Pumps and Grinder are sequenced off by SCADA as described under Process Sequence. PLANT FEED signal removed by SCADA to the CCP.  Scroll runs at a preset fixed speed.  Centrifuge Flush Valve is opened.  When torque drops below the FLUSH WATER OFF torque setpoint (typically 25%), the centrifuge flush valve will close.  The CCP will remove the SYSTEM OPEN command to SCADA and the diverter gate will close and CCP will open the diverter gate flush valve.  The centrifuge will then automatically sequence into the CIP cleaning cycle described below. 3.7. CLEAN IN PLACE (CIP) The centrifuge will execute a cleaning sequence, also known as CIP (Clean-In-Place), after the flush and shutdown sequence has been completed, or the operator initiates the CIP sequence by pressing the CIP Start pushbutton on the OIT. Note: This function is not available from SCADA. The sequence for one cycle is as follows:  Number of CIP cycles is set to greater than zero (typically 3).  The Flush & Shutdown sequence is completed or the <CIP START> pushbutton is activated from the OIT or SCADA.  Flush valve is opened, until the bowl speed drops below 200 rpm.  The centrifuge bowl decelerates to a preset CIP Lower Bowl Speed Limit (approx. 100 rpm, operator adjustable).  Differential Speed is set to run 50% of range.  Centrifuge Flush Valve is closed below 200 rpm bowl speed.  Once the bowl speed reaches the CIP Lower Bowl Speed Limit, the bowl flush valve is opened above 200 rpm.  Once the CIP Upper Bowl Speed Limit (approx. 500 rpm, operator adjustable) is reached, the bowl decelerates to the preset CIP Lower Bowl Speed Limit level and the cycle will repeat itself as many times as the operator has configured the per the CIP cycle SP  Upon completion of the last CIP cycle, the centrifuge will coast down to a stop and follow a normal shutdown, including post-lube. 3/23/2020 – Rev. 6 7 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING 4. Centrifuge Equipment 4.1. BOWL MOTOR (15MCEN121/221/321) Starting and stopping of the bowl motor will be from the centrifuge PLC at the CCP. Manual Operation (Maintenance Mode): The bowl motor can be started/stopped from the OIT bowl motor control A/M station. When the Centrifuge is stopped or off, Maintenance mode can be selected. Then, pressing the START button will start the bowl motor. Note: Due to machine safety reasons, the bowl motor will only be permitted to run for a maximum of 10 seconds before shutting off. Pressing the STOP button will stop the scroll motor. Automatic Operation (Normal Mode): First ensure that Normal Mode and AUTO has been selected from the OIT bowl motor control A/M station. The bowl will start when the pre lube is complete. It will run until the centrifuge stop button has been pressed and the process is off. Refer also to Centrifuge Sequence. The bowl motor will stop when:  Controlled stop is issued  Immediate stop is issued  Emergency stop is issued 4.2. SCROLL MOTOR (15MCEN131/231/331) Starting and stopping of the scroll motor will be from the centrifuge PLC at the CCP. Manual Operation (Maintenance Mode): The scroll motor can be started/stopped from the OIT scroll motor control A/M station. When the Centrifuge is stopped or off, Maintenance mode can be selected. Then, pressing the START button will start the scroll motor. Note: Due to machine safety reasons, the scroll motor will only be permitted to run for a maximum of 10 seconds before shutting off. Pressing the STOP button will stop the scroll motor. Automatic Operation (Normal Mode): First ensure that Normal mode and AUTO has been selected from the OIT scroll motor control A/M station. The scroll motor will start when the pre lube is complete and bowl speed has reached 289 rpm. It will run until the centrifuge stop button has been pressed and bowl speed is less than 289 rpm. Refer also to Centrifuge Sequence. The scroll motor will stop when:  Immediate stop is issued  Controlled stop is issued and bowl speed is less than 289 rpm  Emergency stop is issued 3/23/2020 – Rev. 6 8 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING 4.3. FLUSH WATER SOLENOID VALVE (15MFY157/257/357) Opening and closing of the flush water valve will be from the centrifuge PLC at the CCP. Manual Operation: The flush water valve can be opened/closed from the OIT flush water valve control A/M station. Pressing the OPEN button will open the flush water valve and pressing the CLOSE button will close the flush water valve. Emergency stop will close the valve. Automatic Operation: First ensure that AUTO has been selected from the OIT flush water valve control A/M station. The flush water will turn on when:  Centrifuge Start-up – the valve will open for a set amount of time (typically 5 minutes, operator adjustable), when bowl speed has reached a set level, (typically 700 rpm, operator adjustable).  Idle mode – when the centrifuge is running at speed, but process is not active (not feeding), the flush water valve will open for 5 minutes every 30 minutes.  Centrifuge Shutdown (Controlled or Immediate) – the valve will open when a shutdown has been initiated and will remain on until the bowl speed drops below the FLUSH WATER OFF setpoint.  Flush & Shutdown – the valve will open when Flush & Shutdown is enabled and the feed is stopped, and torque is above the preset level. Refer also to Flush & Shutdown Sequence.  CIP – the valve will open when CIP is active above the FLUSH WATER OFF setpoint. Refer also to CIP Sequence.  High Torque alarm – the valve will open for a set amount of time (typically 120 seconds, operator adjustable). Refer also to Appendix D – PRESETS AND SECURITY SETUP for alarm settings.  High Vibration alarm – the valve will open for a set amount of time (typically 120 seconds, operator adjustable). Refer also to Appendix D – PRESETS AND SECURITY SETUP for alarm settings. Note: Emergency stop will position the valve closed in Automatic operation. 4.4. SEAL WATER SOLENOID VALVE (15MFY155/255/355) Opening and closing of the seal water valve will be from the centrifuge PLC at the CCP. It should be noted the seal water valve is fail-open, energize to close. Manual Operation (Maintenance Mode): In Maintenance Mode, the seal water valve can be opened/closed from the OIT seal water valve control A/M station. Pressing the OPEN button will open (de- energize) the seal water valve and pressing the CLOSE button will close (energize) the seal water valve. Automatic Operation (Normal Mode): First ensure that Normal Mode and AUTO has been selected from the OIT seal water valve control A/M station. The seal water will open (de-energize) when:  Centrifuge Start-up – the valve will open when the centrifuge START button has been pressed. The seal water will close (energize) when:  Centrifuge Shutdown (Controlled or Immediate) – the valve will close when bowl speed is zero and after an off delay timer is complete.  Refer also to Centrifuge Sequence. 3/23/2020 – Rev. 6 9 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING 4.5. LUBE OIL PUMP MOTORS (SOLIDS – 15MPMP140/240/340, LIQUIDS – 15MPMP147/247/347) Starting and stopping of the lube oil pumps will be from the centrifuge PLC at the CCP. Manual Operation (Maintenance Mode): Each of the two lube pump motors can be individually started/stopped from the OIT lube pump motor control A/M station (liquids-side or solids-side). Selecting Maintenance mode, then pressing the START button will start the lube pump motor. Pressing the STOP button will stop the lube pump motor. Automatic Operation (Normal Mode): First ensure that Normal Mode and AUTO has been selected from the appropriate OIT lube pump motor control A/M station. The lube pump motors will start and associated cooling water solenoid valves will open when the centrifuge start button has been pressed. Both pump motors will continue to run until the post lube timer is done. Refer also to Centrifuge Sequence. The lube pump motors will stop when:  Emergency stop is issued  Lube pump motor fault (overload or fail to run)  Note: Lube oil instrumentation alarms noted in Appendix A will cause a centrifuge controlled shutdown 4.6. LUBE OIL SYSTEM COOLING SOLENOID VALVES (SOLIDS – 15MFY146/246/346, LIQUIDS – 15MFY153/253/353) Opening and closing of the lube oil, cooling valves will be from the centrifuge PLC at the CCP. Manual Operation (Maintenance Mode): Each of the lube oil cooling water valves can be opened/closed from the OIT from the lube oil cooling water valve control A/M station (liquids-side or solids-side) when in Maintenance mode. Pressing the OPEN button will open the lube oil cooling water valve and pressing the CLOSE button will close the lube oil cooling water valve. Automatic Operation (Normal Mode): First ensure that Normal Mode and AUTO has been selected from the appropriate OIT lube oil cooling water valve control A/M station. The lube oil cooling water valves will open when:  Centrifuge Start-up – the valves will open when the centrifuge START button has been pressed and confirmation that the lube oil pump is running has been received by the centrifuge PLC. The lube oil cooling water valves will close when:  Centrifuge Shutdown (Controlled or Immediate) – the valve will close when the post lube timer is done and the lube has turned off.  Refer also to Centrifuge Sequence. 5. SCROLL CONTROL LOGIC The Centrifuge control system is designed with a proprietary SJM Scroll Control Module (SCM). This module allows the centrifuge to operate in either torque control or fixed differential speed control. 3/23/2020 – Rev. 6 10 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING 5.1. SJM SCROLL CONTROL The Westfalia SJM control algorithm is used to compute the necessary differential speed to maintain the torque setpoint. It can also be used to run at a fixed differential speed The following set points are used for SJM control:  Control Begin (starting torque)  Basic Differential Speed  Control Gradient Refer also to APPENDIX E – CENTRIFUGE FORMULAS AND CALCULATIONS for additional info. 6. PROCESS SEQUENCE (NORMAL MODE ONLY) The ancillary equipment is supplied by others and controlled by the CCP or SCADA, with certain interlocks as noted below. The centrifuge must first be up to speed and ready for feed before the process start sequence is initiated. The ancillary equipment includes: a) Grinders b) Polymer Feed Pumps c) Sludge Feed Pumps d) Diverter Gate e) Diverter Gate Flush Valve f) Screw Feeder/Cake Piston Pump 6.1. PROCESS START SEQUENCE Centrifuge ancillary equipment can be started when the centrifuge is ready for feed. The centrifuge is at speed and transmits a hard-wired, SYSTEM FEED permissive signal to SCADA to start all ancillary equipment in the proper sequence. Sludge and Polymer feed rates will be controlled by SCADA. Sludge and Polymer feed rate setpoints are entered from SCADA.  Diverter gate is closed.  Diverter gate flush valve is open.  Centrifuge ready for feed signal is indicated on the OIT. CCP transmits a hard- wired, SYSTEM FEED permissive signal transmitted to SCADA.  Polymer system, grinder and sludge feed pump sequenced on by SCADA. Note: SCADA will ensure that the sludge feed valve is in the open position prior to starting the sludge feed pump.  SCADA confirms all ancillary equipment is running and transmits a hard-wired, PLANT FEED confirmation to the CCP.  Sludge feed rate is set at SCADA, and PID flow control is performed by SCADA. Sludge flow rate feedback is displayed on the OIT via hard-wired signal from the sludge feed flow meter.  Scroll Torque is above the TORQUE/DIVERTER GATE OPEN set point on the OIT for a preset time.  CCP transmits a SYSTEM OPEN hard-wired signal to SCADA and the diverter gate is opened. Note: If the diverter gate fails to open, SCADA will generate a diverter gate fail to open alarm and remove the PLANT FEED confirmation to the CCP. This will stop the grinder, polymer pump and sludge feed pump from continuing to feed the centrifuge.  CCP closes the diverter gate flush valve. 3/23/2020 – Rev. 6 11 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING  The Sludge Feed Density Meter will provide a solids concentration signal, via SCADA, for display on the OIT. 6.2. PROCESS STOP SEQUENCE Pressing the OFF button, on the OIT System Feed Control Station will stop the ancillary equipment from running. This does not stop the Centrifuge, only the sludge processing. Refer also to Flush & Shutdown Sequence as the recommended sequence for process stopping.  CCP removes the SYSTEM FEED permissive signal to SCADA.  SCADA sequences off the polymer system, grinder and sludge feed pump. The sludge feed valve is also closed.  SCADA removes the PLANT FEED confirmation signal to the CCP.  Scroll Torque is below the TORQUE/DIVERTER GATE CLOSE set point for a preset time.  CCP removes the SYSTEM OPEN hard-wired signal to SCADA and the diverter gate is closed.  CCP opens the diverter gate flush valve.  SCADA will control the operation of the screw feeder/cake piston pump. 7. PROCESS EQUIPMENT 7.1. GRINDERS (BY OTHERS) (15MGDR010/020) SCADA will control the operation of the Grinder. Manual Operation: From SCADA Automatic Operation: When the CCP transmits the SYSTEM FEED signal to SCADA, SCADA will sequence on the grinder after an adjustable preset time delay. It will shut down when Feed Off button is actuated, the SYSTEM FEED permissive is removed, flush & shutdown is activated, normal shutdown, or if any feed-off or shutdown alarms are active. Interlocks: The grinder will stop when:  The SYSTEM FEED signal is not active  Emergency Stop 7.2. POLYMER FEED PUMPS (BY OTHERS) (15MPMP910/920/930) SCADA will control the operation of the Polymer Feed Pumps. Polymer ratio setpoint is entered from SCADA. Manual Operation: From SCADA. Auto Operation: When the CCP transmits the SYSTEM FEED signal to SCADA, SCADA will sequence on the polymer pump after an adjustable preset time delay. It will shut down when the Feed Off button is actuated, the SYSTEM FEED permissive is removed, flush & shutdown is activated, normal shutdown, or if any feed-off or shutdown alarms are active. Polymer ratio control will be performed by SCADA. 3/23/2020 – Rev. 6 12 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING Interlocks: The polymer feed pump will stop when:  The SYSTEM FEED signal is not active  Emergency Stop 7.3. POLYMER FEED FLOW METERS (BY OTHERS) (15MFIT159/259/359) SCADA will use the polymer feed flow meters to control polymer flow to the centrifuge. The polymer flow meters are provided with an additional hard-wired connection to the CCP for display on the OIT. 7.4. SLUDGE FEED PUMPS (BY OTHERS) (15MPMP100/200/300) SCADA will control the operation of the Sludge Feed Pumps. Sludge feed flow rate setpoint is entered from SCADA. Manual Operation: From SCADA. Auto Operation: When the CCP transmits the SYSTEM FEED signal to SCADA, SCADA will sequence on the sludge pump after an adjustable preset time delay. It will shut down when the Feed Off button is actuated, the SYSTEM FEED permissive is removed, flush & shutdown is activated, normal shutdown, or if any feed-off or shutdown alarms are active. Sludge feed PID flow control will be performed by SCADA. Interlocks: The sludge feed pump will stop when:  The SYSTEM FEED signal is not active  Emergency Stop 7.5. SLUDGE FEED FLOW METERS (BY OTHERS) (15MFIT119/219/319) SCADA will use the sludge feed flow meters to control sludge flow to the centrifuge. The sludge flow meters are provided with an additional hard-wired connection to the CCP for display on the OIT. 7.6. DIVERTER GATES (BY OTHERS) (15MGAT506/526/546) Automatic operation of the opening/closing of the Diverter Gate will be from the centrifuge PLC at the CCP. There will be no manual operation of the diverter gate from the OIT. Local manual operation is performed by SCADA or from the local control station. Manual Operation: From SCADA. Automatic Operation: The diverter gate is automatically started in the closed position when the centrifuge starts. When the torque is above the TORQUE/DIVERTER GATE OPEN set point for a preset time, the CCP will transmit a SYSTEM OPEN request to SCADA and the diverter gate will open. CCP will then remove the open command to the diverter gate flush water valve. When the process is stopped or on shutdown, and the torque falls below the TORQUE/DIVERTER GATE CLOSE set point for a preset time, after an operator adjustable timer, the CCP will remove the SYSTEM 3/23/2020 – Rev. 6 13 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING OPEN command to SCADA and the diverter gate will close. CCP will then open the diverter gate flush valve. The diverter gate will remain closed and the diverter gate flush valve will close when the centrifuge is off. Interlocks: The diverter gate will close when:  Centrifuge is off  Emergency Stop  PLANT FEED signal not active 7.7. DIVERTER GATE FLUSH WATER SOLENOID VALVES (BY OTHERS) (15MFY502/522/542) Opening and closing of the diverter gate flush water valve will be from the centrifuge PLC at the CCP. Manual Operation: The diverter gate flush water valve can be opened/closed from the OIT diverter gate flush water valve control A/M station. Pressing the OPEN button will open the diverter gate flush water valve and pressing the CLOSE button will close the diverter gate flush water valve. Automatic Operation: First ensure that AUTO has been selected from the OIT diverter gate flush water valve control A/M station. The diverter gate flush valve will open when the diverter gate is closed and close when the diverter gate is open. 7.8. SCREW FEEDER/CAKE PISTON PUMP (BY OTHERS) (15MPMP500/520/540) Operation of the Screw Feeder and Cake Piston Pump will be by SCADA. OPERATOR INTERFACE GRAPHIC SCREENS A total of sixty-two (62) OIT graphics will be created for the P1-101 Dewatering Centrifuge System project. These screens are shown in this description. The types of screens and their quantities are as follows: Number of Screens Screen Description 1 OCSD Main Menu Screen 3 Process Graphics Menu Screen 1 Process Graphic Overview 3 Process Graphic Screens (1 each, Centrifuge) 3 Process Graphic Screens (1 each, Lube System) 1 Centrifuge Select Menu Screen 3 Centrifuge Detail 27 Centrifuge Control Station Screens (9 ea. Cent.) 3 Centrifuge Trend Screen (1 ea. Cent.) 3 Runtime Screen (1 ea. Cent.) 3/23/2020 – Rev. 6 14 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING 1 Alarm Screen 9 Configuration and Set Point Screens (3 ea. Cent.) 1 System Menu Screen 1 PLC Status Screen 1 Help Screen 1 Manufacturer’s Information Screen Note: For this submittal 1 of each screen for Centrifuge 1 is included. The remaining screens are duplicates from Centrifuge 1 and look the same. 3/23/2020 – Rev. 6 15 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING Dewatering Centrifuge OIT OCSD Main Menu Screen The screen below represents the OCSD Main Menu screen. From this screen the operator can navigate to:  Process Graphics Menu Screen for each Centrifuge.  System Menu Screen  Help Screen [mm~~ CinllTI ORANGE COUNTY SANITATION DISTRICT l.111,l/•I, 3/23/2020 – Rev. 6 16 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING This screen allow selection of displaying Centrifuge 1, 2, or 3. F'l>'l!TI DEWATERING CENTRIFUGES '''l.'Ell'_F,ll <J I> ~ CENT-1 CENT-2 CENT-a 3/23/2020 – Rev. 6 17 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING Dewatering Centrifuge Overview Screen This screen displays the status of all 3 centrifuges. From this screen the operator can navigate to:  Process Graphics Menu Screen for each Centrifuge.  System Menu Screen  Help Screen ~[mm~ ,,CCI DEWATERING CENTRIFUGES ,_l·['IFIJ '· I II GPII POLVIIER I GPII ..... -------------=::::"',,; II GPII RPM POLYIIER I GPII ..... -------------== II GPII RPM POLYMER '--------------== 1.6 'v <J C> IIENU CDIT-1 CDIT-2 CDIT-3 3/23/2020 – Rev. 6 18 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING Process Graphics Menu Screen The screen below represents the menus screen which allows quick navigation to the screens identified on the screen list. Cl,-IITI C1 PROCESS GRAPHICS MENU "I l"rEIII l,IEIII' ol,lrl ~ V <J [> IENU CDIT-1 IZNT-2 IZNT-3 3/23/2020 – Rev. 6 19 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING Centrifuge Process Graphic Screen The Dewatering Graphics Screen is shows the centrifuge with data from the primary components. This example screen shows several conditions which could exist for the centrifuge, but would not necessarily exist simultaneously. The symbols for the screen are animated with standard District color codes to show their status (red = on, green = off, blue = out of service). ,Hel DEWATERING CENTRIFUGE 1 :, C[il!Coil II GPII BOWL POLYMER FSL D II ■ SCROLL a ■ RLtlTil'I!: tELP 3/23/2020 – Rev. 6 20 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING Lube Oil System Graphic The Oil Lube System Overview displays the oil lube pumps and the oil cooling water valves. The sample is shown below. AREAi-LUBE OIL SYSTEM a_l D, i'E111_CGU, LSL CENTRIFUGE LJQUDSDE BEARING CEN OLRETURN OLSUPPLY -PSL FSL --FSL UOUIOSDE LUBEOIL RESERVOIR LS LUBE PUMP POSH ~ C FSL ~ r COOUNG WATER RETURN CENTRFIJGE SOI.DSDE IIEAMIG CEN OLRETURN OLSUPPLY -PSL FSL --FSL SOUDSDE LUIEOL RESERVOIR SS LUBE PUMP POSH ~ C FSL O" I LUIEOL COOl.£R l COOUNG WATER RETURN ~ V @J'---C>__. __ 11ENU __ ..__-__ c_._ ___ ...._ ___ .._ _____ ._CONl'I __ 11URt:_..__r_REHDS __ ._ __ ___. ___ _._ ___ ....__RUHT __ 111E_..__HELP ____ ._ .. 3/23/2020 – Rev. 6 21 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING Centrifuge Detail The centrifuge detail screen will display the current parameter readings of the centrifuge. A sample of this display is shown below. This detail screen displays the following:  Centrifuge Bearing Vibrations and Temperatures  Bowl Motor Winding and Bearing Temperatures  Scroll Motor Bearing Vibrations and Temperatures  Scroll Motor Discrete Alarms  Bowl Motor Discrete Alarms  Control Panel Alarms  Lube System Discrete Alarms  Centrifuge Discrete Alarms [mcm~[Emm -----~----------------------------------------------l -KE•·'' DEWATERING CENTRIFUGE 3 DETAIL ·_!'[ ,>'ErJ_[ff•l . ALARM LEGEtJD ALERT + FEED-OFF x CONTROLLED SHUTDOWN # IMMEDIATE SHUTDOWN @ EMERGENCY SHUTDOWN 1-c, ,T~T"_ BO\JIIL VFD AT SPEED ::::::: CENTRIFUGE AT SPEED ------- BOWL MOTOR VFD BREAKER : : : : : : : _ SCROLL MOTOR VFD BREAKER ________ , 6 'v <l [> , ,:,1 ITF•,-•L i= ••I IEL ~L-PI I~ POWER SUPP1 24VDC TROUBLE POWER SUPP2 24VDC TROUBLE RUHTlM Ht;;LP 3/23/2020 – Rev. 6 22 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING Centrifuge Control Station Screens The centrifuge control stations screens allow operator control of the system. Nine (9) screens are represented below. AREAl SYSTEM FEED CONTROL STATION GlD CEll1el.10l·O, :L', '\J <] (> l1ENU GIWHIC SYSTEr,1 FEEC STATUS f I MODE: LOCAL [iii ill! -[ii] Iii Iii COll'IGURE TRENDS RIMTIII!: HELP 3/23/2020 – Rev. 6 23 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING This screen shows START/STOP/AUTO control of the bowl motor. The operations of these components are described in the component subsections of this memo. •>LOI BOWL CONTROL STATION ,, ll':<Ul'_,W)II I NOlE: IN MAINT MODE. TIE START BUTTON RUNS TIE MOTOR FOR 10 SECOWS, lHEN STOPS FOR 30 SECONDS C> l1ENU GRAPHIC BOWL SPEED & SETPOINT 2400 +----t-------t-----+----+-----+---------, 1800 +----t-------t-----+----+-----+---------, 1200 +----t-------t-----+----+-----+---------, 500 +----t-------t-----+----+-----+---------, 0+----f-------t----+-----+-----+-----, 60 50 40 30 20 10 CONFIIIURE TREHDS RUHTil1E HELP 3/23/2020 – Rev. 6 24 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING This screen shows START/STOP/AUTO control of the scroll motor. The operations of these components are described in the component subsections of this memo. ,!CAI SCROLL CONTROL STATION ,, I[ :<Flll_,,,,,)1 I NOTE; IN MAINT MOOE, THE START BUTTON RUNS THE MOTOR FOR 10 SECONDS, 1ttEN STOPS FOR JO SECONDS ltENU GMPHIC COll'IGURE TREll>5 RUNTil1E tELP 3/23/2020 – Rev. 6 25 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING This screen shows START/STOP control of the flush and shutdown mode. The operations of these components are described in the component subsections of this memo. ,m, FLUSH AND SHUTDOWN CONTROL STATION,,, Flll_,,,,o,_,, cotl'l:~ TRDl>S RUNTIPIII!: tELP 3/23/2020 – Rev. 6 26 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING This screen shows START/STOP control of clean in place (CIP) mode. The operations of these components are described in the component subsections of this memo. AREH CLEAN IN PLACE CONTROL STATION G_l·D LEll1 M.,o,_,o, CLEAJ J Ir! PlACf::: 1CIP STATUS iillllliil -[ii]- cotl'l:~ TRDl>S RUNTIPIII!: tELP 3/23/2020 – Rev. 6 27 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING This screen shows OPEN/CLOSE/AUTO control of the flush water solenoid valves The operations of these components are described in the component subsections of this memo. ,CLCI FLUSH VALVE CONTROL STATION ,, ll':<Ul'_,WJI_S ~ V <J C> ,_, -,,c cotl"IGURE TRDIDS Rl.lfTil'E HELP 3/23/2020 – Rev. 6 28 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING This screen shows OPEN/CLOSE/AUTO control of the seal water solenoid valve. The operations of these components are described in the component subsections of this memo. «fc<• SEAL WATER CONTROL STATION -'l Ull_,,,llll_'1, !?J 'v @] [> PENU GRAPHIC SEt..L '/./t,TER \:t,.l\!E 1~.r,1F'V 1".~ STATUS MODE AUTO INTRLOCK: ·1 iiiill!II --~ CONl'l:~ TRDl>S RLlffIPIII!: tELP 3/23/2020 – Rev. 6 29 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING Lube System Control Stations This screen displays the control stations for the liquid side and solid side pumps associated with the centrifuge lube system. The operations of these components are described in the component subsections of this memo. ram~~ ,.,[el LUBE PUMP CONTROL STATION l,I[' •Elll,iL,I [> IEIU llRAPHIC Ll(jl_ll[i '~i[;[ LLJ[:E r::uuf-'. 1~,/,1Pr.1F1-l-, STATUS MODE LOCAL !NTRLOCK: WAIT iilliillll 111111 COll'l:GURI!: TRDl>5 RLlfTil'I!: tELP 3/23/2020 – Rev. 6 30 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING This screen displays the control stations for the liquid side and solid side pumps associated with the centrifuge lube system. The operations of these components are described in the component subsections of this memo. ,m, LLJBE OIL COOLING VLV CONTROL STATION,,,, ,,c,,,_,,,,,_"' ·::'1[;E 1J1,)L1tJ,""; -::..-:)LElh)l["I \//,.l\!E FUF_-\/1..\, STATUS I MODE: AUTO INTRLOCK iiiiliil iiliillll cotrl:DUR!: TRDl>5 RLlfTil'I!: tELP 3/23/2020 – Rev. 6 31 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING Trend Screen This screen displays the trends centrifuge sludge flow, polymer flow, bowl speed and gear speed, and differential speed. 3/23/2020 – Rev. 6 32 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING Runtime Screen This screen displays the runtimes of the equipment along with status, mode, and alarm condition. For this system Duty (Lead/Lag conditions are not applicable). ~~~ ,m, DEWATERING CENTRIFUGE RUNTIME ,_ll EIIIRTll PUIITIML 111_!11 Ill.Ir IA<, fJALff_ DESCrnPTIC1t·J STA!llS 1.1,:ir,c_ [l(Jl'y ALAf<M F'P[Vl<:!US IA,\IIITE:IIAIICE l<!ltlllr,IE ,;ur,HFIH DAY UAY 15MCEN121 C1 BOWL MOTOR OFF NIA OK 00 00 000_0 15MCEN131 C1 SCROLL MOTOR OFF NIA OK o_o o_o 000_0 15MPMP140 C1 SOLID SIDE LUBE PUMP OFF LOCAL NIA OK o_o 0_1 000 0 15MPMP147 C1 LIQUID SIDE LUBE PUMP OH LOCAL NIA OK 0-4 0 0 000_0 121 <] [> IENU IIRAPHIC cotrl:DUR!: TRDl>S 3/23/2020 – Rev. 6 33 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING Alarm Screen Any alarms will appear on this display screen in either the unacknowledged or acknowledged window. The sample text shows format of the alarm conditions. See Appendix A for a list of possible alarms. ,mi ALARM SUMMARY '"nll_el,I <J [:> ltENU 3/23/2020 – Rev. 6 34 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING Configuration and Set Point Screens This screen allows operator setpoint entry and in service and out of service selection of equipment. The set points with green background are configurable. And those with a brown background are hardcoded. In service or out of service are displayed by a check mark. CENTRIFUGE SET POINTS D, \7 <) (> MNII IIRAPIU~ 123.1 123.1 123.1 EQUIPMENT SERVICE SELECTION Iii Iii Iii Iii Iii Iii Iii Iii Iii Iii Iii Iii Iii Iii Iii Iii IMITDII HlU' 3/23/2020 – Rev. 6 35 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING System Menu This system menu allows display of PLC status, and Manufacturer’s information. Cl,-IITI SYSTEM MENU IH.IEIJIS, I 'v<J[> IENU 3/23/2020 – Rev. 6 36 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING PLC Status Screen Fi,dlT I PLC ST A TUS H <YI!_,, I 3/23/2020 – Rev. 6 37 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING Manufacturer’s Information Fi,dlT I GEA MECHANICAL EQLJIP INFO I· rn,,, [> IENU GEA Mechanical Equipment US, Inc. Sales Order No.: 165280158 Dewatering Centrifuge Model No.: CA 1035-00-33 Dewatering Centrifuge Serial Nos.: 8008-658, 8008-659, 8008-660 Address: 100 Fai,way Court Northvale, NJ 07647 Main Phone: 201-767-3900 Toll Free (24/7): 1-800-509-9299 Web Link: www.gea.com <http://www.gea.com> 3/23/2020 – Rev. 6 38 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING Help Screen Fi,dlTI HELP SCREEN _IHEIF SCREEN NAVIGATION METHODS THERE ARE TWO WAYS OF MOVING WITHIN THE GRAPHICS: USING THE BOTTOM BAR AAROW BUTTONS USING THE BOTTOM BAR CUSTOM BUTTONS USING THE BOTTOM BAR THE UP AND DOWN ( ONS ) BUTTONS TRAVERSE THE VERTICAL LEVELS OF THE MENU FOR A GIVEN PROCESS. THESE BUTTONS AUTOMATICALLY SELECT THE NEXT EXISTING SCREEN ABOVE (UP BUTTON) OR BELOW (DOWN BUTTON) THE SCREEN CURRENTLY DISPLAYED WHEN THE PROCESS IS NOT ASSOCIATED WITH SCREENS AT ALL THE DIFFERENT LEVELS THE LEFT AND RIGHT ( BUTTONS TRAVEL WITHIN A GIVEN VERTICAL LEVEL. THESE BUTTONS DISPIA Y THE SAME SCREEN TYPE UPSTREAM (LEFT BUTTON) OR DOWNSTREAM (RIGHT BUTTON) OF THE GRAPHIC SHOWN ON THE SCREEN WHEN THE BUTTONS ARE DOUBLE CLICKED USING THE BOTTOM BAR CUSTOM BUTTONS THESE BUTTONS PROVIDE WITH QUICK ACCESS TO SCREENS ASSOCIATED WITH THE SCREEN CURRENTLY DISPLA YEO THE ASSOCIATED SCREENS ARE LOCATED IN DIFFERENT LEVELS. IF THERE ARE MULTIPLE SCREENS WITHIN A LEVEL ASSOCIATED WITH THE SCREEN CURRENTLY DISPLAYED. THE CUSTOME BUTTON WIU DISPLAY THE FIRST OF THE MULTIPLE SCREENS. MENU LEVELS THERE ARE TEN VERTICAL SCREEN LEVELS OR SCREEN TYPES THEY ARE: LEVEL 1 -PLANT OVERVIEW (GRAPHICAL MENU) LEVEL 2 -PLANT AREAS OVERVIEW LEVEL 3 -PROCESS OVERVIEW SCREEN (WHERE APPLICABLE) LEVEL 4 -PROCESS GRAPHIC SCREEN LEVEL 5 -PROCESS DETAIL SCREEN (WHERE APPUCAlllE) LEVEL 6 -PROCESS CONFIGURATION SCREEN (WHERE APPLICABLE) LEVEL 7 -PROCESS TREND SCREEN (WHERE APPLICABLE) LEVEL 8 -PROCESS SUMMARY SCREEN (WHERE APPLICABLE) LEVEL 9 -PROCESS SEQUENCE SCREEN (WHERE APPLICABlE) LEVEL 10 -RUN TIME SCREEN (WHERE APPLICABLE) 3/23/2020 – Rev. 6 39 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING APPENDIX A – ALARM CONDITIONS AND SHUTDOWNS Alarm condition Alert Feed Off Controlled Shutdown Immediate Shutdown Emergency Shutdown Liquids Side Bearing Temp – HI  Liquids Side Bearing Temp – HIHI  Liquids Side Fixed Bearing Temp – HI  Liquids Side Fixed Bearing Temp – HIHI  Solids Side Bearing Temp – HI  Solids Side Bearing Temp – HIHI  Bowl Motor Shaft End Bearing Temp – HI  Bowl Motor Shaft End Bearing Temp – HIHI  Bowl Motor Fan End Bearing Temp – HI  Bowl Motor Fan End Bearing Temp – HIHI  Scroll Motor Shaft End Bearing Temp – HI  Scroll Motor Shaft End Bearing Temp HIHI  Scroll Motor Fan End Bearing Temp – HI  Scroll Motor Fan End Bearing Temp – HIHI  Bowl Motor Winding Temp – HI (6 x RTD’s)  Bowl Motor Winding Temp – HIHI (6 x RTD’s)  Scroll Motor Winding Temp HI  Bowl Speed HiHi  Bowl Speed Hi  Bowl Speed Low  Differential Speed Low  Centrifuge CCP Emergency Stop  Centrifuge Station (near stairs) Emergency Stop  Centrifuge Bowl CMCC Emergency Stop  Centrifuge Scroll CMCC Emergency Stop  Bowl Motor VFD Fault  Bowl Motor VFD Fail to Run  Scroll Motor VFD Fault  Scroll Motor VFD Fail to Run  Torque HI  Torque HIHI  Liquids Side Horizontal Vibration HI  Liquids Side Horizontal Vibration HIHI  Liquids Side Vertical Vibration HI  Liquids Side Vertical Vibration HIHI  Solids Side Horizontal Vibration HI  Solids Side Horizontal Vibration HIHI  Solids Side Vertical Vibration HI  Solids Side Vertical Vibration HIHI  Scroll Motor Vibration HI  Scroll Motor Vibration HIHI  Liquids Side Lube Oil Pressure Low  ) / · .. ····· ... / ' ' " / --" / / / " .. ····/ -- \ ······ .... \ '/ / ' ) ' \ .... .. / ...._ ... \ ···· ... ·· .. ' ······ .... ······ .... /-... ,._ ' ' \__ 0-,.. -, •. , __ ...._ \ ' '~ '· \, . ., <'',.,_ "'~<~ ~ \ ~ ··,.,._ ' ~ \ \ ~ ·-,.,., .... ✓--" \ \ ) ---, ..... I /--\\ / /'.... \ \ / \ '· ...... __ ------._ \ \ ' -----•···· .. , \ \ \ \ \) J I _/ / '-..__ ___ / 3/23/2020 – Rev. 6 40 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING Liquids Side A Lube Oil Flow Low  Alarm condition Alert Feed Off Controlled Shutdown Immediate Shutdown Emergency Shutdown Liquids Side B Lube Oil Flow Low  Liquids Side Lube Oil Cooling Flow Low  Liquids Side Lube Oil Level Low  Liquids Side Lube Oil Diff. Press High  Liquids Side Lube Oil Water Sensor Fault  Liquids Side Lube Oil Pump Motor Overload  Liquids Side Lube Oil Pump Motor Fail to Run  Solids Side Lube Oil Pressure Low  Solids Side A Lube Oil Flow Low  Solids Side B Lube Oil Flow Low  Solids Side Lube Oil Cooling Flow Low  Solids Side Lube Oil Level Low  Solids Side Lube Oil Diff. Press High  Solids Side Lube Oil Water Sensor Fault  Solids Side Lube Oil Pump Motor Overload  Solids Side Lube Oil Pump Motor Fail to Run  Plant System Fail to Feed  System Feed Control Station is Off  Flush Water Low Flow  Seal Water Low Flow  PNL FCP120 PS1 24VDC Trouble Alarm  PNL FCP120 PS2 24VDC Trouble Alarm  '"··. / ······ .... / ....... " "' / ' "' / / "' / ..... · .... .. ···'--\ _ ...... ····· ... \ '\. '·· ... I '\./ / I ' ( "' / "'-/ \ ······ ... ······ ... ,,--.. "' · .. '····· ... ( · ....... ,, '\., '--"'~ ........ ,. \, ~> "\._,./ 3/23/2020 – Rev. 6 41 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING APPENDIX B – ANALOG SCALING Scaling methods: All analog values will be scaled from the raw data to their respective Engineering units. ANALOG INPUTS DESCRIPTION INPUT TYPE RANGE (Eng. Units) ALARM SET POINTS Bowl Motor Amps (Note 1) 4-20 mA 0 ~ 931.5 Amps N/A Bowl Motor Volts (Note 1) 4-20 mA 0 ~ 480 Volts N/A Bowl Motor Frequency (Note 1) 4-20 mA 0 ~ 60 Hz N/A Scroll Motor Amps (Note 1) 4-20 mA 0 ~ 131.8 Amps N/A Scroll Motor Volts (Note 1) 4-20 mA 0 ~ 480 Volts N/A Scroll Motor Torque (Note 1) 4-20 mA 0 ~ 150% 80% = HI 90% = HHI Scroll Motor Frequency (Note 1) 4-20 mA 0 ~ 60 Hz N/A Centrifuge Bearing Temperatures RTD, PT 100 0 ~ 1562°F 212°F = HI 230°F = HHI Motor Bearing Temperatures RTD, PT 100 0 ~ 1562°F 225°F = HI 235°F = HHI Bowl Motor Winding Temperatures RTD, PT 100 0 ~ 1562°F 293°F = HI 311°F = HHI Bowl Speed 4-20 mA 0 ~ 3000 RPM 2200 RPM Cyclo Gear Input Speed 4-20 mA 0 ~ 3000 RPM N/A Centrifuge Vibration 4-20 mA 0 ~ 2.0 in/s (RMS) 0.8 in/s = HI 1.0 in/s = HIHI Sludge Flow Rate 4-20 mA 0 ~ 2000 GPM N/A Polymer Flow Rate 4-20 mA 0 ~ 50 GPM N/A Notes: 1. These signals are also monitored by SCADA via the Ethernet network. ANALOG OUTPUTS DESCRIPTION OUTPUT TYPE RANGE (Engineering Units) Bowl Motor VFD Speed Adjust 4-20 mA 0 ~ 100% Scroll Motor VFD Speed Adjust 4-20 mA 0 ~ 100% 4 • / ( / ~ \ " ("-._ ~~ :/> / ~.;' "\ ~ ~ ~// ,-~·· ······ .... ) \ ~~, ///) ,< "'···· ... /// "'-... / \\~ ····· ... ~····· ............ ( ··,., .. ,._ \ ······....... "'-) ""~·-, .. , .. , \ ~ ) ~~~ -<'',.,_ \"0 -:_·,·,.,., ""~ /--" \\ ~ ',.,.,., "'"' ~~ ~~) 3/23/2020 – Rev. 6 42 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING APPENDIX C – TIMERS / COUNTERS AND SETPOINTS SCROLL CONTROL OPERATING SETPOINTS These parameters are commonly modified to fine tune the process and are not password protected  Control Begin Control Begin is the torque setpoint (%) at which the SJM control starts to operate. Above the Control Begin threshold, a rising torque results in a differential speed increase and a reduced torque in a differential speed decrease.  Basic Differential Speed The basic differential speed is the differential speed at which the decanter works below the Control begin threshold.  Control Gradient Slope of characteristic curve after exceeding the Control Begin threshold. The greater the control gradation value, the greater the differential speed change per torque unit and the more the control systems tends to override. The differential speed starts oscillating.  Delay Time The delay time adjusts the reaction time of the decanter. A long delay time results in a slow decanter reaction. A short delay time results in a fast decanter reaction. PROCESS PARAMETERS These are parameters that users change depending on the type of sludge being processed. Some parameters in this group are password protected or secured.  Flush Water Off Bowl Speed (secured) This is the bowl speed value at which the flush water will turn off during shutdown.  Flush Water On Bowl Speed (secured) This is the bowl speed value at which the flush water will turn on during start-up.  CIP Cycles This is the number of cycles required to clean the centrifuge.  CIP Low Bowl Speed (secured) During the CIP sequence, this is the bowl speed at which the wall of liquid inside of the bowl will collapse.  CIP High Bowl Speed (secured) During the CIP sequence, this is the bowl speed at which the bowl will accelerate to for a period of time, with flush water turned on, before costing down to the CIP Low Bowl speed. 3/23/2020 – Rev. 6 43 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING PROCESS TIMERS These timers control the starting and stopping of the equipment and will not usually need modification once commissioning is complete. Most of these parameters are either hard- coded or password protected.  Torque / Open Diverter Gate This is the torque value at which the diverter gate will open. When the machine torque is greater than this set point for a preset time period, the diverter gate will open.  Torque / Open Diverter Gate delay This is the time the torque must be above the set point before the diverter gate will open.  Torque / Close Diverter Gate This is the torque value at which the diverter gate will close. When the machine torque is less than this set point for a preset time period, the diverter gate will close.  Torque / Close Diverter Gate delay This is the time the torque must be above the set point before the diverter gate will close  Bowl Motor Start-Up Timer This is the time that the main bowl motor is given to ramp up to operating speed. If the bowl speed is within the operating limits when this timer expires, then the centrifuge is ready to process sludge. If the bowl speed is above or below operating limits when this timer expires, then an alarm is issued and the controlled shutdown sequence is initiated  Flush Water – Start-up This is the time that the flush water cycle is active during start-up  Flush Water – Torque High This is the time that the flush water cycle is active, when triggered by a Torque High Alarm.  Flush Water – Vibration High This is the time that the flush water cycle is active, when triggered by a Vibration High Alarm.  Idle Mode - Flush Interval This is the time that centrifuge will remain in idle mode before the flush water valve will open  Idle Mode - Flush Duration This is the time duration that valve will open during an idle mode flush  Pre-Lube Timer This is the time duration that the lube oil system is required to run prior to starting the centrifuge.  Post-Lube Timer This is the time duration that the lube oil system is required to run after the centrifuge has shut down. 3/23/2020 – Rev. 6 44 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING MACHINE CONFIGURATION PARAMETERS These parameters are set during commissioning and should not be modified except by qualified personnel. These parameters are password protected.  Primary Gear Factor This is the gearbox ratio for the primary gear.  Secondary Gear Factor This is the gearbox ratio for the secondary gear.  Minimum Differential Speed This is the minimum differential speed for centrifuge operation. If the differential speed is below this setpoint, then a differential speed low alarm is issued.  Maximum Differential Speed This is the maximum differential speed for centrifuge operation.  Torque Suppression Value This is a bias value for the torque that is determined by operating the centrifuge with no load at the highest differential speed. This value is used to determine the true zero point of the torque with no load on the machine.  Bowl Minimum Operating Speed This is the minimum bowl speed at which the centrifuge is designed to operate.  Bowl Maximum Operating Speed This is the maximum bowl speed at which the centrifuge is designed to operate.  Bowl at Speed (Ready for Feed) This is the operating bowl speed for processing.  Restart Interlock During a shutdown cycle, the centrifuge can be restarted when the bowl speed drops below this setpoint.  Torque High This is the setpoint of the torque high alarm.  Torque High-High This is the setpoint of the torque high-high alarm.  Vibration High This is the setpoint of the vibration high alarm.  Vibration High-High This is the setpoint of the vibration high-high alarm.  Bearing Temperature High This is the setpoint of the bearing temperature high alarms.  Bearing Temperature High-High This is the setpoint of the bearing temperature high-high alarms. 3/23/2020 – Rev. 6 45 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING APPENDIX D – PRESETS AND SECURITY SETUP Description Preset Units Range Scroll Operation Control Begin 30 % 0-100 Basic Differential Speed 5 Rpm 1.0-9.8 Gradient 13 % 0-100 Delay Time 5 seconds 0-100 Process Parameters Torque/diverter gate close 15 % 0 – 100 Torque/diverter gate open 25 % 0 – 100 Flush Water Off Bowl Speed 200 Rpm 0-500 Flush Water On Start-up Bowl Speed 500 Rpm 0-1850 Flush Water Off Torque (Flush & Shutdown) 15 % 0-100 CIP Cycles 3 - 0-99 CIP Bowl Speed High 500 Rpm 0-1850 CIP Bowl Speed Low 100 Rpm 0-1850 4 • '"··. / . ····· ... / , " "' ' / / / ... ,---.........,_ _ .. / I,_ • ' " ····· ... "/ / ····· ... " ····· ... " \ ' ····· ... " · .. '-·· \ \" ····· ... " \ \' ······ ... .,--~ \ \ " . ( ·· ........ \ \ " ····· ... "~ ~ ........ \ \ " " "' ~ ....... ,. \ \ ' ~-' "' ~ ··-.. \ \ ( · ...... ,, " ' ~ \ \ ·~ ··,.,. " "' ~/ \ \ '"'-'·,., " "' 0 -...... \ \ "-.... ...... , .. " " .---\ \ / .,,....__ ·-., .. \ \/ / ~ .. ) \ / ..... __ ---., \ \ ..........__ --........ · .. \ \ \ \ \ \..,/ ) } ,--_ _.,/ 3/23/2020 – Rev. 6 46 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING 3/23/2020 – Rev. 6 47 SAMPLE ONLY – DO NOT USE FOR PROGRAMMING APPENDIX E – CENTRIFUGE FORMULAS AND CALCULATIONS Enter calculations required 4 • Job No. 4xxxxxx (J-xxx Job Name)TEST SIGN-OFF SHEETS Project Name REAL I/O = NOT APPLICABLE ITEM REGISTER TAG DESCRIPTION Range AL A R M S U M M A R Y 0% o r O N 50 % 10 0 % DROP-RACK- SLOT-POINT 0% o r P a n e l O N 50 % o r A n n . B L I N K 10 0 % o r A n n . O N 0% o r O N 50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0%50 % 10 0 % 0%50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d COMMENT SIGN-OFF 1 2 02001 55FU079_CLK ROCKY PLC CLCK WIDE CLK UPDATE 3 04001 55FU079_BAT PLC BATTERY FAILED 4 04002 55FU079_MEM PLC MEMORY PROTECT OFF 5 04003 55FU079_MOD PLC ALL MODS NOT HEALTHY 6 04004 55FU079_COM PLC DROPS NOT COMMUNICATING 7 04011 55FU079_PRO PLC HOT STNDBY PROBLEM (HOT) 8 04012 55FU079_B PLC CNTRLLER B PRIMARY (HOT) 9 04013 55FU079_MIS PLC CNTR LOGIC MISMATCH (HOT) 10 44001 55FU079_SCN ROCKY PLC PROG SCAN TIME 0-999.9 MSEC 11 44002 55FU079_DOW ROCKY PLC CLCK DAY OF WEEK 0-7 DOW 12 44003 55FU079_MON ROCKY PLC CLCK MONTH 0-12 MONTH 13 44004 55FU079_DAY ROCKY PLC CLCK DAY 0-31 DAY 14 44005 55FU079_YR ROCKY PLC CLCK YEAR 0-99 YEAR 15 44006 55FU079_HR ROCKY PLC CLCK HOUR 0-24 HOUR 16 44007 55FU079_MIN ROCKY PLC CLCK MINUTE 0-60 MINUTE 17 44008 55FU079_SEC ROCKY PLC CLCK SECOND 0-60 SECOND 18 19 10018 55FLSH040 WW FLOAT HI LEVEL D03-R01-S03-P02 20 00042 55FLAH040 WW FLOAT HI LEVEL ALM D02-R01-S06-P10 21 04022 55FLSH040_ALA WW FLOAT HI LEVEL ALARM 22 02021 55FLSH040_ALH WW FLOAT ALARM ACK HMI 23 04023 55FLSH040_ALK WW FLOAT ALARM ACK 24 25 30022 55FLIT038 WW SONIC 2 LEVEL 0-300 INCHES D06-R01-S07-P04 26 44023 55FLIT038_LVL WW SONIC 2 LEVEL 0-300 INCHES 27 28 02032 55FLF038_ISH WW SONIC 2 INS HMI 29 04041 55FLF038_ISM WW SONIC 2 INS MODE 30 02031 55FLF038_OSH WW SONIC 2 OOS HMI 31 04040 55FLF038_OSM WW SONIC 2 OOS MODE 32 33 10161 55FYS038B WW SONIC 2 XMTR TRBL D05-R01-S05-P01 34 04036 55FYS038B_ALA WW SONIC 2 XMTR TRBL ALM 35 02028 55FYS038B_ALH WW SONIC 2 ALARM ACK HMI 36 04037 55FYS038B_ALK WW SONIC 2 ALARM ACK 37 00051 55FYA038B WW SONIC 2 XMTR TRBL ALM D02-R01-S07-P03 38 39 02034 55FLE038J_S2H WW SONIC 2 HMI SELECT 40 10003 55FHS038J WW SONIC 2 SELECT D02-R01-S03-P03 41 04043 55FLE038J_S2M WW SONIC 2 SELECTED 42 00002 55FYL038J WW SONIC 2 SELECTED D02-R01-S04-P02 43 FIELD PUMPS GROUP A/M PROCESS OVERVIEW INPUT OUTPUT LCP LCPA\FIELD RUNTIME OR SUM. CONFIG TRENDPUMP #PUMP/VLV DETAIL TUNING PUMP # / VLV A/M 17410 Attachment - Sample Test Sheet Page 1 of 35 9/22/2020 1:05 PM DR A F T C ,_ --,_ ,_ C C [] [] Job No. 4xxxxxx (J-xxx Job Name)TEST SIGN-OFF SHEETS Project Name REAL I/O = NOT APPLICABLE ITEM REGISTER TAG DESCRIPTION Range AL A R M S U M M A R Y 0% o r O N 50 % 10 0 % DROP-RACK- SLOT-POINT 0% o r P a n e l O N 50 % o r A n n . B L I N K 10 0 % o r A n n . O N 0% o r O N 50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0%50 % 10 0 % 0%50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d COMMENT SIGN-OFF FIELD PUMPS GROUP A/M PROCESS OVERVIEW INPUT OUTPUT LCP LCPA\FIELD RUNTIME OR SUM. CONFIG TRENDPUMP #PUMP/VLV DETAIL TUNING PUMP # / VLV A/M 44 30002 55FLIT035 WW SONIC 1 LEVEL 0-300 INCHES D04-R01-S05-P02 45 44022 55FLIT035_LVL WW SONIC 1 LEVEL 0-300 INCHES 46 47 02030 55FLF035_ISH WW SONIC 1 INS HMI 48 04039 55FLF035_ISM WW SONIC 1 INS MODE 49 02029 55FLF035_OSH WW SONIC 1 OOS HMI 50 04038 55FLF035_OSM WW SONIC 1 OOS MODE 51 52 10019 55FLSL035 WW SONIC 1 LO LEVEL D03-R01-S03-P03 53 04032 55FLSL035_ALA WW SONIC 1 LO LEVEL ALARM 54 02026 55FLSL035_ALH WW SONIC 1 ALARM ACK HMI 55 04033 55FLSL035_ALK WW SONIC 1 ALARM ACK 56 00043 55FLAL035 WW SONIC 1 LO LEVEL ALM D02-R01-S06-P11 57 58 10065 55FLSMA035 WW SONIC 1 P1 START D03-R01-S06-P01 59 04024 55FLSMA035_ALA WW SONIC 1 P1 START ALARM 60 02022 55FLSMA035_ALH WW SONIC 1 P1 ALARM ACK HMI 61 04025 55FLSMA035_ALK WW SONIC 1 P1 ALARM ACK 62 10066 55FLSMB035 WW SONIC 1 P2 START D03-R01-S06-P02 63 04026 55FLSMB035_ALA WW SONIC 1 P2 START ALARM 64 02023 55FLSMB035_ALH WW SONIC 1 P2 ALARM ACK HMI 65 04027 55FLSMB035_ALK WW SONIC 1 P2 ALARM ACK 66 10081 55FLSMC035 WW SONIC 1 P3 START D03-R01-S07-P01 67 04028 55FLSMC035_ALA WW SONIC 1 P3 START ALARM 68 02024 55FLSMC035_ALH WW SONIC 1 P3 ALARM ACK HMI 69 04029 55FLSMC035_ALK WW SONIC 1 P3 ALARM ACK 70 10082 55FLSMD035 WW SONIC 1 P4 START D03-R01-S07-P02 71 04030 55FLSMD035_ALA WW SONIC 1 P4 START ALARM 72 02025 55FLSMD035_ALH WW SONIC 1 P4 ALARM ACK HMI 73 04031 55FLSMD035_ALK WW SONIC 1 P4 ALARM ACK 74 75 10017 55FYS035B WW SONIC 1 XMTR TRBL D03-R01-S03-P01 76 04034 55FYS035B_ALA WW SONIC 1 XMTR TRBL ALM 77 02027 55FYS035B_ALH WW SONIC 1 ALARM ACK HMI 78 04035 55FYS035B_ALK WW SONIC 1 ALARM ACK 79 00050 55FYA035B WW SONIC 1 XMTR TRBL ALM D02-R01-S07-P02 80 81 02033 55FLE035J_S1H WW SONIC 1 HMI SELECT 82 10002 55FHS035J WW SONIC 1 SELECT D02-R01-S03-P02 83 04042 55FLE035J_S1M WW SONIC 1 SELECTED 84 00001 55FYL035J WW SONIC 1 SELECTED D02-R01-S04-P01 85 17410 Attachment - Sample Test Sheet Page 2 of 35 9/22/2020 1:05 PM DR A F T ,_ --,_ ,_ C C C C C C C [] [] Job No. 4xxxxxx (J-xxx Job Name)TEST SIGN-OFF SHEETS Project Name REAL I/O = NOT APPLICABLE ITEM REGISTER TAG DESCRIPTION Range AL A R M S U M M A R Y 0% o r O N 50 % 10 0 % DROP-RACK- SLOT-POINT 0% o r P a n e l O N 50 % o r A n n . B L I N K 10 0 % o r A n n . O N 0% o r O N 50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0%50 % 10 0 % 0%50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d COMMENT SIGN-OFF FIELD PUMPS GROUP A/M PROCESS OVERVIEW INPUT OUTPUT LCP LCPA\FIELD RUNTIME OR SUM. CONFIG TRENDPUMP #PUMP/VLV DETAIL TUNING PUMP # / VLV A/M 86 44024 55FLIT035_ACT WW ACT LEVEL 0-300 INCHES 87 40001 55FLI034 WW ACT LCP LEVEL 0-300 INCHES D02-R01-S10-P01 88 40013 55FLI034D WW ACT LCPA LEVEL 0-300 INCHES D04-R01-S09-P01 89 40007 55FLI034B WW ACT ELEC RM LEVEL 0-300 INCHES D04-R01-S07-P03 90 40010 55FLI034A WW ACT DRYWELL LEVEL 0-300 INCHES D04-R01-S08-P02 91 92 42024 55FLT035_LLS WW ACT LOLO LVL SET 0-300 INCHES 93 44028 55FLT035_LLP WW ACT LOLO LVL SP 0-300 INCHES 94 04052 55FLT035_LLA WW ACT LOLO LVL ALM 95 02039 55FLT035_LLH WW ACT LOLO LVL ACKHMI 96 04053 55FLT035_LLK WW ACT LOLO LVL ALMACK 97 00040 55FLALL034 WW ACT LOLO LEVEL ALM D02-R01-S06-P08 98 99 42023 55FLT035_LS WW ACT LO LVL SET 0-300 INCHES 100 44027 55FLT035_LP WW ACT LO LVL SP 0-300 INCHES 101 04050 55FLT035_LA WW ACT LO LVL ALM 102 02038 55FLT035_LH WW ACT LO LVL ACKHMI 103 04051 55FLT035_LK WW ACT LO LVL ALMACK 104 00039 55FLAL034 WW ACT LO LEVEL ALM D02-R01-S06-P07 105 106 42022 55FLT035_HS WW ACT HI LVL SET 0-300 INCHES 107 44026 55FLT035_HP WW ACT HI LVL SP 0-300 INCHES 108 04048 55FLT035_HA WW ACT HI LVL ALM 109 02037 55FLT035_HH WW ACT HI LVL ACKHMI 110 04049 55FLT035_HK WW ACT HI LVL ALMACK 111 00038 55FLAH034 WW ACT HI LEVEL ALM D02-R01-S06-P06 112 113 42021 55FLT035_HHS WW ACT HIHI LVL SET 0-300 INCHES 114 44025 55FLT035_HHP WW ACT HIHI LVL SP 0-300 INCHES 115 04046 55FLT035_HHA WW ACT HIHI LVL ALM 116 02036 55FLT035_HHH WW ACT HIHI LVL ACKHMI 117 04047 55FLT035_HHK WW ACT HIHI LVL ALMACK 118 00037 55FLAHH034 WW ACT HIHI LEVEL ALM D02-R01-S06-P05 119 120 04054 55FLT035_COA WW ACT COMMON ALARM 121 04055 55FLT035_COK WW ACT COMMON ALM ACK 122 123 10004 55FHS034J WW ACT LCP LVL SETPT UP D02-R01-S03-P04 124 10005 55FHS034K WW ACT LCP LVL SETPT DOWN D02-R01-S03-P05 125 40002 55FLI034C WW ACT LCP LEVEL SETPT 0-300 INCHES D02-R01-S10-P02 126 127 04045 55FLDSH035_ACK WW ACT ALARM ACK 128 02035 55FLDSH035_ALH WW ACT ALARM ACK HMI 129 04044 55FLDSH035_ALM WW ACT DEVIATION ALARM 130 17410 Attachment - Sample Test Sheet Page 3 of 35 9/22/2020 1:05 PM DR A F T C C C C C C C C 9= 9= ---C C - Job No. 4xxxxxx (J-xxx Job Name)TEST SIGN-OFF SHEETS Project Name REAL I/O = NOT APPLICABLE ITEM REGISTER TAG DESCRIPTION Range AL A R M S U M M A R Y 0% o r O N 50 % 10 0 % DROP-RACK- SLOT-POINT 0% o r P a n e l O N 50 % o r A n n . B L I N K 10 0 % o r A n n . O N 0% o r O N 50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0%50 % 10 0 % 0%50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d COMMENT SIGN-OFF FIELD PUMPS GROUP A/M PROCESS OVERVIEW INPUT OUTPUT LCP LCPA\FIELD RUNTIME OR SUM. CONFIG TRENDPUMP #PUMP/VLV DETAIL TUNING PUMP # / VLV A/M 131 02072 55FPMP100_OSH PUMP 1 OOS HMI 132 04110 55FPMP100_OSM PUMP 1 OOS MODE 133 02073 55FPMP100_ISH PUMP 1 INS HMI 134 04111 55FPMP100_ISM PUMP 1 INS MODE 135 136 02069 55FPMP100_ONH PUMP 1 ON HMI 137 04107 55FPMP100_ONM PUMP 1 ON MODE 138 02070 55FPMP100_OFH PUMP 1 OFF HMI 139 04108 55FPMP100_OFM PUMP 1 OFF MODE 140 02071 55FPMP100_AUH PUMP 1 AUTO HMI 141 04109 55FPMP100_AUM PUMP 1 AUTO MODE 142 143 10034 55FHS100B PUMP 1 REMOTE D03-R01-S04-P02 144 10035 55FHS100J PUMP 1 HAND D03-R01-S04-P03 145 04113 55FPMP100_HND PUMP 1 HAND 146 147 04105 55FPMP100_DIS PUMP 1 DISABLE MODE 148 04106 55FPMP100_WAT PUMP 1 WAIT 149 150 04112 55FPMP100_ON PUMP 1 ON 151 00007 55FYL100L PUMP 1 ON D02-R01-S04-P07 152 00086 55FYL100P PUMP 1 LCPA ON D03-R01-S10-P06 153 154 44058 55FPMP100_MOD PUMP 1 MODE DISPLAY 0-4095 MODE 155 44057 55FPMP100_SYM PUMP 1 SYMBOL DISPLAY 0-4095 SYMBOL 156 44048 55FPB100_DUT PUMP 1 DUTY DISPLAY 0-4095 DUTY 157 158 04117 55FPMP100_FAA PUMP 1 FAIL ALARM 159 02075 55FPMP100_FAH PUMP 1 FAIL ACK HMI 160 04118 55FPMP100_FAK PUMP 1 FAIL ALM ACK 161 162 10033 55FYS100M PUMP 1 PROTECT ON D03-R01-S04-P01 163 04056 55FYS100M_ALA PUMP 1 PROTECT ON ALM 164 02040 55FYS100M_ALH PUMP 1 ALARM ACK HMI 165 04057 55FYS100M_ALK PUMP 1 ALARM ACK 166 167 04119 55FPMP100_COA PUMP 1 COMMON ALARM 168 04120 55FPMP100_COK PUMP 1 COMMON ALM ACK 169 00019 55FYA100B PUMP 1 TROUBLE ALM D02-R01-S05-P03 170 171 02074 55FPMP100_ALR PUMP 1 ALARM RESET HMI 172 00099 55FPMP100H PUMP 1 PLC RESET D04-R01-S03-P03 173 174 44061 55FPMP100_RTC PUMP 1 RUNTME CURR DAY 0-999.9 HOURS 175 44062 55FPMP100_RTP PUMP 1 RUNTME PREV DAY 0-999.9 HOURS 176 44059 55FPMP100_RTM PUMP 1 RUNTME CUMM MSD 0-9999 HRS x100 177 44060 55FPMP100_RTL PUMP 1 RUNTME CUMM LSD 0-999.9 HOURS 178 02076 55FPMP100_RTR PUMP 1 RUNTIME RESET 179 17410 Attachment - Sample Test Sheet Page 4 of 35 9/22/2020 1:05 PM DR A F T ,- [] ,--~ ~ ~ I~ ,_ ,-- ,_ --,_ - ,_ - ,_ - ,_ - ,_ - -- ~ ~ ~ ~ [] :J :J :J l:J B :J -:J l:J ,_ ~ ,_ ~ I~ - C C C C C C C C 9:: 9:: 9:: 9:: n :J :J ,_ Job No. 4xxxxxx (J-xxx Job Name)TEST SIGN-OFF SHEETS Project Name REAL I/O = NOT APPLICABLE ITEM REGISTER TAG DESCRIPTION Range AL A R M S U M M A R Y 0% o r O N 50 % 10 0 % DROP-RACK- SLOT-POINT 0% o r P a n e l O N 50 % o r A n n . B L I N K 10 0 % o r A n n . O N 0% o r O N 50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0%50 % 10 0 % 0%50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d COMMENT SIGN-OFF FIELD PUMPS GROUP A/M PROCESS OVERVIEW INPUT OUTPUT LCP LCPA\FIELD RUNTIME OR SUM. CONFIG TRENDPUMP #PUMP/VLV DETAIL TUNING PUMP # / VLV A/M 180 10038 55FYS100A PUMP 1 VS READY D03-R01-S04-P06 181 04115 55FYS100A_RDY PUMP 1 VS READY 182 10037 55FYS100 PUMP 1 VS ON D03-R01-S04-P05 183 184 30001 55FST100 PUMP 1 VS SPEED 0-100 PERCENT D04-R01-S05-P01 185 44056 55FPMP100_SPD PUMP 1 VS SPEED 0-100 PERCENT 186 44093 55FST100_RPM PUMP 1 SPEED 0-1188 RPM 187 188 40005 55FSC100 PUMP 1 VS SPEED 0-100 PERCENT D04-R01-S07-P01 189 190 10036 55FHS100K PUMP 1 VS SELECT D03-R01-S04-P04 191 04114 55FPMP100_VSS PUMP 1 VS SELECTED 192 193 42042 55FPMP100_SRS PUMP 1 VS SPEED RAMP SET 0.1-100 RAMP 194 44055 55FPMP100_SRP PUMP 1 VS SPEED RAMP SP 0.1-100 RAMP 195 196 00097 55FPMP100 PUMP 1 VS RUN D04-R01-S03-P01 197 198 02067 55FPA100_AAH PUMP 1 A/M AUTO HMI 199 04103 55FPA100_AAM PUMP 1 A/M AUTO MODE 200 02068 55FPA100_AMH PUMP 1 A/M MANUAL HMI 201 04104 55FPA100_AMM PUMP 1 A/M MANUAL MODE 202 203 42041 55FPA100_AMS PUMP 1 A/M MAN SPD SET 0-100 PERCENT 204 44053 55FPA100_AMP PUMP 1 A/M SPEED SP 0-100 PERCENT 205 44054 55FPA100_AMB PUMP 1 A/M SPEED BAR 0-100 PERCENT 206 207 10039 55FYS100B PUMP 1 VS TROUBLE D03-R01-S04-P07 208 04062 55FYS100B_ALA PUMP 1 VS TROUBLE ALARM 209 02043 55FYS100B_ALH PUMP 1 VS ALARM ACK HMI 210 04063 55FYS100B_ALK PUMP 1 VS ALARM ACK 211 212 10040 55FHS100H PUMP 1 VS RESET D03-R01-S04-P08 213 214 10104 55FHS100L PUMP 1 VS LCPA START D03-R01-S08-P08 215 10105 55FHS100M PUMP 1 VS LCPA STOP D03-R01-S08-P09 216 17410 Attachment - Sample Test Sheet Page 5 of 35 9/22/2020 1:05 PM DR A F T ~ :J :J :J -- ,_ - ,_ - ,_ - -- C C C C Job No. 4xxxxxx (J-xxx Job Name)TEST SIGN-OFF SHEETS Project Name REAL I/O = NOT APPLICABLE ITEM REGISTER TAG DESCRIPTION Range AL A R M S U M M A R Y 0% o r O N 50 % 10 0 % DROP-RACK- SLOT-POINT 0% o r P a n e l O N 50 % o r A n n . B L I N K 10 0 % o r A n n . O N 0% o r O N 50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0%50 % 10 0 % 0%50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d COMMENT SIGN-OFF FIELD PUMPS GROUP A/M PROCESS OVERVIEW INPUT OUTPUT LCP LCPA\FIELD RUNTIME OR SUM. CONFIG TRENDPUMP #PUMP/VLV DETAIL TUNING PUMP # / VLV A/M 217 44194 55FIIT100A_AMP PUMP 1 VFD AMPS PHASE A 218 44195 55FIIT100B_AMP PUMP 1 VFD AMPS PHASE B 219 44196 55FIIT100C_AMP PUMP 1 VFD AMPS PHASE C 220 221 04342 55FISH100L_ALA PUMP 1 VFD OVERLD TRIP ALM 222 02190 55FISH100L_ALH PUMP 1 VFD ALARM ACK HMI 223 04343 55FISH100L_ALK PUMP 1 VFD ALARM ACK 224 225 04344 55FTSH100J_ALA PUMP 1 VFD INV OVRHEAT ALM 226 02191 55FTSH100J_ALH PUMP 1 VFD ALARM ACK HMI 227 04345 55FTSH100J_ALK PUMP 1 VFD ALARM ACK 228 229 04346 55FESL100J_ALA PUMP 1 VFD LO DC VOLT ALM 230 02192 55FESL100J_ALH PUMP 1 VFD ALARM ACK HMI 231 04347 55FESL100J_ALK PUMP 1 VFD ALARM ACK 232 233 04348 55FYS100Q_ALA PUMP 1 VFD HARDWAR FLT ALM 234 02193 55FYS100Q_ALH PUMP 1 VFD ALARM ACK HMI 235 04349 55FYS100Q_ALK PUMP 1 VFD ALARM ACK 236 237 04350 55FESH100J_ALA PUMP 1 VFD HI DC VOLT ALM 238 02194 55FESH100J_ALH PUMP 1 VFD ALARM ACK HMI 239 04351 55FESH100J_ALK PUMP 1 VFD ALARM ACK 240 241 04383 55FPMP100_ALM PUMP 1 VFD COMM FAIL ALARM 242 243 10042 55FYS100L PUMP 1 CS READY D03-R01-S04-P10 244 04116 55FYS100L_RDY PUMP 1 CS READY 245 00098 55FPMP100B PUMP 1 CS RUN D04-R01-S03-P02 246 10041 55FYS100J PUMP 1 CS ON D03-R01-S04-P09 247 248 10043 55FISH100 PUMP 1 CS OVERLOAD D03-R01-S04-P11 249 04064 55FISH100_ALA PUMP 1 CS OVERLOAD ALARM 250 02044 55FISH100_ALH PUMP 1 CS ALARM ACK HMI 251 04065 55FISH100_ALK PUMP 1 CS ALARM ACK 252 17410 Attachment - Sample Test Sheet Page 6 of 35 9/22/2020 1:05 PM DR A F T C C C C C :::J :::J C C C C Job No. 4xxxxxx (J-xxx Job Name)TEST SIGN-OFF SHEETS Project Name REAL I/O = NOT APPLICABLE ITEM REGISTER TAG DESCRIPTION Range AL A R M S U M M A R Y 0% o r O N 50 % 10 0 % DROP-RACK- SLOT-POINT 0% o r P a n e l O N 50 % o r A n n . B L I N K 10 0 % o r A n n . O N 0% o r O N 50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0%50 % 10 0 % 0%50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d COMMENT SIGN-OFF FIELD PUMPS GROUP A/M PROCESS OVERVIEW INPUT OUTPUT LCP LCPA\FIELD RUNTIME OR SUM. CONFIG TRENDPUMP #PUMP/VLV DETAIL TUNING PUMP # / VLV A/M 253 10044 55FMSH104 PUMP 1 MTR HI MOISTURE D03-R01-S04-P12 254 04060 55FMSH104_ALA PUMP 1 MTR HI MOISTURE ALM 255 02042 55FMSH104_ALH PUMP 1 MTR ALARM ACK HMI 256 04061 55FMSH104_ALK PUMP 1 MTR ALARM ACK 257 00017 55FMAH104 PUMP 1 MTR HI MOISTURE ALM D02-R01-S05-P01 258 259 10045 55FTSH103 PUMP 1 MTR HI WIND TMP D03-R01-S04-P13 260 04058 55FTSH103_ALA PUMP 1 MTR HI WIND TMP ALM 261 02041 55FTSH103_ALH PUMP 1 MTR ALARM ACK HMI 262 04059 55FTSH103_ALK PUMP 1 MTR ALARM ACK 263 00018 55FTAH103 PUMP 1 MTR HI WIND TMP ALM D02-R01-S05-P02 264 265 10046 55FZSC105 PUMP 1 CHK VLV CLOSED D03-R01-S04-P14 266 44097 55FZSC105_STA PUMP 1 CHK VLV STATUS DISPLAY 0-4095 STATUS 267 00011 55FZLO105 PUMP 1 CHK VLV OPENED D02-R01-S04-P11 268 00090 55FZLO105A PUMP 1 CV LCPA OPENED D03-R01-S10-P10 269 270 04175 55FZSC105_ALA PUMP 1 CHK VLV CLOSED ALARM 271 02107 55FZSC105_ALH PUMP 1 CHK VLV ALARM ACK HMI 272 04176 55FZSC105_ALK PUMP 1 CHK VLV ALARM ACK 273 17410 Attachment - Sample Test Sheet Page 7 of 35 9/22/2020 1:05 PM DR A F T C C C C C C C C [] :J C C Job No. 4xxxxxx (J-xxx Job Name)TEST SIGN-OFF SHEETS Project Name REAL I/O = NOT APPLICABLE ITEM REGISTER TAG DESCRIPTION Range AL A R M S U M M A R Y 0% o r O N 50 % 10 0 % DROP-RACK- SLOT-POINT 0% o r P a n e l O N 50 % o r A n n . B L I N K 10 0 % o r A n n . O N 0% o r O N 50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0%50 % 10 0 % 0%50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d COMMENT SIGN-OFF FIELD PUMPS GROUP A/M PROCESS OVERVIEW INPUT OUTPUT LCP LCPA\FIELD RUNTIME OR SUM. CONFIG TRENDPUMP #PUMP/VLV DETAIL TUNING PUMP # / VLV A/M 274 02082 55FPMP200_OSH PUMP 2 OOS HMI 275 04128 55FPMP200_OSM PUMP 2 OOS MODE 276 02083 55FPMP200_ISH PUMP 2 INS HMI 277 04129 55FPMP200_ISM PUMP 2 INS MODE 278 279 02079 55FPMP200_ONH PUMP 2 ON HMI 280 04125 55FPMP200_ONM PUMP 2 ON MODE 281 02080 55FPMP200_OFH PUMP 2 OFF HMI 282 04126 55FPMP200_OFM PUMP 2 OFF MODE 283 02081 55FPMP200_AUH PUMP 2 AUTO HMI 284 04127 55FPMP200_AUM PUMP 2 AUTO MODE 285 286 10050 55FHS200B PUMP 2 REMOTE D03-R01-S05-P02 287 10051 55FHS200J PUMP 2 HAND D03-R01-S05-P03 288 04131 55FPMP200_HND PUMP 2 HAND 289 290 04123 55FPMP200_DIS PUMP 2 DISABLE MODE 291 04124 55FPMP200_WAT PUMP 2 WAIT 292 293 04130 55FPMP200_ON PUMP 2 ON 294 00008 55FYL200L PUMP 2 ON D02-R01-S04-P08 295 00087 55FYL200P PUMP 2 LCPA ON D03-R01-S10-P07 296 297 44068 55FPMP200_MOD PUMP 2 MODE DISPLAY 0-4095 MODE 298 44067 55FPMP200_SYM PUMP 2 SYMBOL DISPLAY 0-4095 SYMBOL 299 44049 55FPB200_DUT PUMP 2 DUTY DISPLAY 0-4095 DUTY 300 301 04135 55FPMP200_FAA PUMP 2 FAIL ALARM 302 02085 55FPMP200_FAH PUMP 2 FAIL ACK HMI 303 04136 55FPMP200_FAK PUMP 2 FAIL ALM ACK 304 305 10049 55FYS200M PUMP 2 PROTECT ON D03-R01-S05-P01 306 04066 55FYS200M_ALA PUMP 2 PROTECT ON ALM 307 02045 55FYS200M_ALH PUMP 2 ALARM ACK HMI 308 04067 55FYS200M_ALK PUMP 2 ALARM ACK 309 310 04137 55FPMP200_COA PUMP 2 COMMON ALARM 311 04138 55FPMP200_COK PUMP 2 COMMON ALM ACK 312 00024 55FYA200B PUMP 2 TROUBLE ALM D02-R01-S05-P08 313 314 02084 55FPMP200_ALR PUMP 2 ALARM RESET HMI 315 00107 55FPMP200H PUMP 2 PLC RESET D04-R01-S04-P03 316 317 44071 55FPMP200_RTC PUMP 2 RUNTME CURR DAY 0-999.9 HOURS 318 44072 55FPMP200_RTP PUMP 2 RUNTME PREV DAY 0-999.9 HOURS 319 44069 55FPMP200_RTM PUMP 2 RUNTME CUMM MSD 0-9999 HRS x100 320 44070 55FPMP200_RTL PUMP 2 RUNTME CUMM LSD 0-999.9 HOURS 321 02086 55FPMP200_RTR PUMP 2 RUNTIME RESET 322 17410 Attachment - Sample Test Sheet Page 8 of 35 9/22/2020 1:05 PM DR A F T ,- [] ,--~ ~ ~ I~ ,_ ,-- ,_ --,_ - ,_ - ,_ - ,_ - ,_ - -- ~ ~ ~ ~ [] :J :J :J l:J B :J -:J l:J ,_ ~ ,_ ~ I~ - C C C C C C C C 9:: 9:: 9:: 9:: n :J :J ,_ Job No. 4xxxxxx (J-xxx Job Name)TEST SIGN-OFF SHEETS Project Name REAL I/O = NOT APPLICABLE ITEM REGISTER TAG DESCRIPTION Range AL A R M S U M M A R Y 0% o r O N 50 % 10 0 % DROP-RACK- SLOT-POINT 0% o r P a n e l O N 50 % o r A n n . B L I N K 10 0 % o r A n n . O N 0% o r O N 50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0%50 % 10 0 % 0%50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d COMMENT SIGN-OFF FIELD PUMPS GROUP A/M PROCESS OVERVIEW INPUT OUTPUT LCP LCPA\FIELD RUNTIME OR SUM. CONFIG TRENDPUMP #PUMP/VLV DETAIL TUNING PUMP # / VLV A/M 323 10054 55FYS200A PUMP 2 VS READY D03-R01-S05-P06 324 04133 55FYS200A_RDY PUMP 2 VS READY 325 10053 55FYS200 PUMP 2 VS ON D03-R01-S05-P05 326 327 30010 55FST200 PUMP 2 VS SPEED 0-100 PERCENT D04-R01-S06-P01 328 44066 55FPMP200_SPD PUMP 2 VS SPEED 0-100 PERCENT 329 44094 55FST200_RPM PUMP 2 SPEED 0-1188 RPM 330 331 40009 55FSC200 PUMP 2 VS SPEED 0-100 PERCENT D04-R01-S08-P01 332 333 10052 55FHS200K PUMP 2 VS SELECT D03-R01-S05-P04 334 04132 55FPMP200_VSS PUMP 2 VS SELECTED 335 336 42044 55FPMP200_SRS PUMP 2 VS SPEED RAMP SET 0.1-100 RAMP 337 44065 55FPMP200_SRP PUMP 2 VS SPEED RAMP SP 0.1-100 RAMP 338 339 00105 55FPMP200 PUMP 2 VS RUN D04-R01-S04-P01 340 341 02077 55FPA200_AAH PUMP 2 A/M AUTO HMI 342 04121 55FPA200_AAM PUMP 2 A/M AUTO MODE 343 02078 55FPA200_AMH PUMP 2 A/M MANUAL HMI 344 04122 55FPA200_AMM PUMP 2 A/M MANUAL MODE 345 346 42043 55FPA200_AMS PUMP 2 A/M MAN SPD SET 0-100 PERCENT 347 44063 55FPA200_AMP PUMP 2 A/M SPEED SP 0-100 PERCENT 348 44064 55FPA200_AMB PUMP 2 A/M SPEED BAR 0-100 PERCENT 349 350 10055 55FYS200B PUMP 2 VS TROUBLE D03-R01-S05-P07 351 04072 55FYS200B_ALA PUMP 2 VS TROUBLE ALARM 352 02048 55FYS200B_ALH PUMP 2 VS ALARM ACK HMI 353 04073 55FYS200B_ALK PUMP 2 VS ALARM ACK 354 355 10056 55FHS200H PUMP 2 VS RESET D03-R01-S05-P08 356 357 10106 55FHS200L PUMP 2 VS LCPA START D03-R01-S08-P10 358 10107 55FHS200M PUMP 2 VS LCPA STOP D03-R01-S08-P11 359 17410 Attachment - Sample Test Sheet Page 9 of 35 9/22/2020 1:05 PM DR A F T ~ :J :J :J -- ,_ - ,_ - ,_ - -- C C C C Job No. 4xxxxxx (J-xxx Job Name)TEST SIGN-OFF SHEETS Project Name REAL I/O = NOT APPLICABLE ITEM REGISTER TAG DESCRIPTION Range AL A R M S U M M A R Y 0% o r O N 50 % 10 0 % DROP-RACK- SLOT-POINT 0% o r P a n e l O N 50 % o r A n n . B L I N K 10 0 % o r A n n . O N 0% o r O N 50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0%50 % 10 0 % 0%50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d COMMENT SIGN-OFF FIELD PUMPS GROUP A/M PROCESS OVERVIEW INPUT OUTPUT LCP LCPA\FIELD RUNTIME OR SUM. CONFIG TRENDPUMP #PUMP/VLV DETAIL TUNING PUMP # / VLV A/M 360 44197 55FIIT200A_AMP PUMP 2 VFD AMPS PHASE A 361 44198 55FIIT200B_AMP PUMP 2 VFD AMPS PHASE B 362 44199 55FIIT200C_AMP PUMP 2 VFD AMPS PHASE C 363 364 04352 55FISH200L_ALA PUMP 2 VFD OVERLD TRIP ALM 365 02195 55FISH200L_ALH PUMP 2 VFD ALARM ACK HMI 366 04353 55FISH200L_ALK PUMP 2 VFD ALARM ACK 367 368 04354 55FTSH200J_ALA PUMP 2 VFD INV OVRHEAT ALM 369 02196 55FTSH200J_ALH PUMP 2 VFD ALARM ACK HMI 370 04355 55FTSH200J_ALK PUMP 2 VFD ALARM ACK 371 372 04356 55FESL200J_ALA PUMP 2 VFD LO DC VOLT ALM 373 02197 55FESL200J_ALH PUMP 2 VFD ALARM ACK HMI 374 04357 55FESL200J_ALK PUMP 2 VFD ALARM ACK 375 376 04358 55FYS200Q_ALA PUMP 2 VFD HARDWAR FLT ALM 377 02198 55FYS200Q_ALH PUMP 2 VFD ALARM ACK HMI 378 04359 55FYS200Q_ALK PUMP 2 VFD ALARM ACK 379 380 04360 55FESH200J_ALA PUMP 2 VFD HI DC VOLT ALM 381 02199 55FESH200J_ALH PUMP 2 VFD ALARM ACK HMI 382 04361 55FESH200J_ALK PUMP 2 VFD ALARM ACK 383 384 04384 55FPMP200_ALM PUMP 2 VFD COMM FAIL ALARM 385 386 10058 55FYS200L PUMP 2 CS READY D03-R01-S05-P10 387 04134 55FYS200L_RDY PUMP 2 CS READY 388 00106 55FPMP200B PUMP 2 CS RUN D04-R01-S04-P02 389 10057 55FYS200J PUMP 2 CS ON D03-R01-S05-P09 390 391 10059 55FISH200 PUMP 2 CS OVERLOAD D03-R01-S05-P11 392 04074 55FISH200_ALA PUMP 2 CS OVERLOAD ALARM 393 02049 55FISH200_ALH PUMP 2 CS ALARM ACK HMI 394 04075 55FISH200_ALK PUMP 2 CS ALARM ACK 395 17410 Attachment - Sample Test Sheet Page 10 of 35 9/22/2020 1:05 PM DR A F T C C C C C :::J :::J C C C C Job No. 4xxxxxx (J-xxx Job Name)TEST SIGN-OFF SHEETS Project Name REAL I/O = NOT APPLICABLE ITEM REGISTER TAG DESCRIPTION Range AL A R M S U M M A R Y 0% o r O N 50 % 10 0 % DROP-RACK- SLOT-POINT 0% o r P a n e l O N 50 % o r A n n . B L I N K 10 0 % o r A n n . O N 0% o r O N 50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0%50 % 10 0 % 0%50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d COMMENT SIGN-OFF FIELD PUMPS GROUP A/M PROCESS OVERVIEW INPUT OUTPUT LCP LCPA\FIELD RUNTIME OR SUM. CONFIG TRENDPUMP #PUMP/VLV DETAIL TUNING PUMP # / VLV A/M 396 10060 55FMSH204 PUMP 2 MTR HI MOISTURE D03-R01-S05-P12 397 04070 55FMSH204_ALA PUMP 2 MTR HI MOISTURE ALM 398 02047 55FMSH204_ALH PUMP 2 MTR ALARM ACK HMI 399 04071 55FMSH204_ALK PUMP 2 MTR ALARM ACK 400 00022 55FMAH204 PUMP 2 MTR HI MOISTURE ALM D02-R01-S05-P06 401 402 10061 55FTSH203 PUMP 2 MTR HI WIND TMP D03-R01-S05-P13 403 04068 55FTSH203_ALA PUMP 2 MTR HI WIND TMP ALM 404 02046 55FTSH203_ALH PUMP 2 MTR ALARM ACK HMI 405 04069 55FTSH203_ALK PUMP 2 MTR ALARM ACK 406 00023 55FTAH203 PUMP 2 MTR HI WIND TMP ALM D02-R01-S05-P07 407 408 10062 55FZSC205 PUMP 2 CHK VLV CLOSED D03-R01-S05-P14 409 44098 55FZSC205_STA PUMP 2 CHK VLV STATUS DISPLAY 0-4095 STATUS 410 00012 55FZLO205 PUMP 2 CHK VLV OPENED D02-R01-S04-P12 411 00091 55FZLO205A PUMP 2 CV LCPA OPENED D03-R01-S10-P11 412 413 04177 55FZSC205_ALA PUMP 2 CHK VLV CLOSED ALARM 414 02108 55FZSC205_ALH PUMP 2 CHK VLV ALARM ACK HMI 415 04178 55FZSC205_ALK PUMP 2 CHK VLV ALARM ACK 416 17410 Attachment - Sample Test Sheet Page 11 of 35 9/22/2020 1:05 PM DR A F T C C C C C C C C [] :J C C Job No. 4xxxxxx (J-xxx Job Name)TEST SIGN-OFF SHEETS Project Name REAL I/O = NOT APPLICABLE ITEM REGISTER TAG DESCRIPTION Range AL A R M S U M M A R Y 0% o r O N 50 % 10 0 % DROP-RACK- SLOT-POINT 0% o r P a n e l O N 50 % o r A n n . B L I N K 10 0 % o r A n n . O N 0% o r O N 50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0%50 % 10 0 % 0%50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d COMMENT SIGN-OFF FIELD PUMPS GROUP A/M PROCESS OVERVIEW INPUT OUTPUT LCP LCPA\FIELD RUNTIME OR SUM. CONFIG TRENDPUMP #PUMP/VLV DETAIL TUNING PUMP # / VLV A/M 417 02092 55FPMP300_OSH PUMP 3 OOS HMI 418 04146 55FPMP300_OSM PUMP 3 OOS MODE 419 02093 55FPMP300_ISH PUMP 3 INS HMI 420 04147 55FPMP300_ISM PUMP 3 INS MODE 421 422 02089 55FPMP300_ONH PUMP 3 ON HMI 423 04143 55FPMP300_ONM PUMP 3 ON MODE 424 02090 55FPMP300_OFH PUMP 3 OFF HMI 425 04144 55FPMP300_OFM PUMP 3 OFF MODE 426 02091 55FPMP300_AUH PUMP 3 AUTO HMI 427 04145 55FPMP300_AUM PUMP 3 AUTO MODE 428 429 10130 55FHS300B PUMP 3 REMOTE D05-R01-S03-P02 430 10131 55FHS300J PUMP 3 HAND D05-R01-S03-P03 431 04149 55FPMP300_HND PUMP 3 HAND 432 433 04141 55FPMP300_DIS PUMP 3 DISABLE MODE 434 04142 55FPMP300_WAT PUMP 3 WAIT 435 436 04148 55FPMP300_ON PUMP 3 ON 437 00009 55FYL300L PUMP 3 ON D02-R01-S04-P09 438 00088 55FYL300P PUMP 3 LCPA ON D03-R01-S10-P08 439 440 44078 55FPMP300_MOD PUMP 3 MODE DISPLAY 0-4095 MODE 441 44077 55FPMP300_SYM PUMP 3 SYMBOL DISPLAY 0-4095 SYMBOL 442 44050 55FPB300_DUT PUMP 3 DUTY DISPLAY 0-4095 DUTY 443 444 04153 55FPMP300_FAA PUMP 3 FAIL ALARM 445 02095 55FPMP300_FAH PUMP 3 FAIL ACK HMI 446 04154 55FPMP300_FAK PUMP 3 FAIL ALM ACK 447 448 10129 55FYS300M PUMP 3 PROTECT ON D05-R01-S03-P01 449 04076 55FYS300M_ALA PUMP 3 PROTECT ON ALM 450 02050 55FYS300M_ALH PUMP 3 ALARM ACK HMI 451 04077 55FYS300M_ALK PUMP 3 ALARM ACK 452 453 04155 55FPMP300_COA PUMP 3 COMMON ALARM 454 04156 55FPMP300_COK PUMP 3 COMMON ALM ACK 455 00029 55FYA300B PUMP 3 TROUBLE ALM D02-R01-S05-P13 456 457 02094 55FPMP300_ALR PUMP 3 ALARM RESET HMI 458 00115 55FPMP300H PUMP 3 PLC RESET D06-R01-S03-P03 459 460 44081 55FPMP300_RTC PUMP 3 RUNTME CURR DAY 0-999.9 HOURS 461 44082 55FPMP300_RTP PUMP 3 RUNTME PREV DAY 0-999.9 HOURS 462 44079 55FPMP300_RTM PUMP 3 RUNTME CUMM MSD 0-9999 HRS x100 463 44080 55FPMP300_RTL PUMP 3 RUNTME CUMM LSD 0-999.9 HOURS 464 02096 55FPMP300_RTR PUMP 3 RUNTIME RESET 465 17410 Attachment - Sample Test Sheet Page 12 of 35 9/22/2020 1:05 PM DR A F T ,- [] ,--~ ~ ~ I~ ,_ ,-- ,_ --,_ - ,_ - ,_ - ,_ - ,_ - -- ~ ~ ~ ~ [] :J :J :J l:J B :J -:J l:J ,_ ~ ,_ ~ I~ - C C C C C C C C 9:: 9:: 9:: 9:: n :J :J ,_ Job No. 4xxxxxx (J-xxx Job Name)TEST SIGN-OFF SHEETS Project Name REAL I/O = NOT APPLICABLE ITEM REGISTER TAG DESCRIPTION Range AL A R M S U M M A R Y 0% o r O N 50 % 10 0 % DROP-RACK- SLOT-POINT 0% o r P a n e l O N 50 % o r A n n . B L I N K 10 0 % o r A n n . O N 0% o r O N 50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0%50 % 10 0 % 0%50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d COMMENT SIGN-OFF FIELD PUMPS GROUP A/M PROCESS OVERVIEW INPUT OUTPUT LCP LCPA\FIELD RUNTIME OR SUM. CONFIG TRENDPUMP #PUMP/VLV DETAIL TUNING PUMP # / VLV A/M 466 10134 55FYS300A PUMP 3 VS READY D05-R01-S03-P06 467 04151 55FYS300A_RDY PUMP 3 VS READY 468 10133 55FYS300 PUMP 3 VS ON D05-R01-S03-P05 469 470 30019 55FST300 PUMP 3 VS SPEED 0-100 PERCENT D06-R01-S07-P01 471 44076 55FPMP300_SPD PUMP 3 VS SPEED 0-100 PERCENT 472 44095 55FST300_RPM PUMP 3 SPEED 0-1188 RPM 473 474 40021 55FSC300 PUMP 3 VS SPEED 0-100 PERCENT D06-R01-S09-P01 475 476 10132 55FHS300K PUMP 3 VS SELECT D05-R01-S03-P04 477 04150 55FPMP300_VSS PUMP 3 VS SELECTED 478 479 42046 55FPMP300_SRS PUMP 3 VS SPEED RAMP SET 0.1-100 RAMP 480 44075 55FPMP300_SRP PUMP 3 VS SPEED RAMP SP 0.1-100 RAMP 481 482 00113 55FPMP300 PUMP 3 VS RUN D06-R01-S03-P01 483 484 02087 55FPA300_AAH PUMP 3 A/M AUTO HMI 485 04139 55FPA300_AAM PUMP 3 A/M AUTO MODE 486 02088 55FPA300_AMH PUMP 3 A/M MANUAL HMI 487 04140 55FPA300_AMM PUMP 3 A/M MANUAL MODE 488 489 42045 55FPA300_AMS PUMP 3 A/M MAN SPD SET 0-100 PERCENT 490 44073 55FPA300_AMP PUMP 3 A/M SPEED SP 0-100 PERCENT 491 44074 55FPA300_AMB PUMP 3 A/M SPEED BAR 0-100 PERCENT 492 493 10135 55FYS300B PUMP 3 VS TROUBLE D05-R01-S03-P07 494 04082 55FYS300B_ALA PUMP 3 VS TROUBLE ALARM 495 02053 55FYS300B_ALH PUMP 3 VS ALARM ACK HMI 496 04083 55FYS300B_ALK PUMP 3 VS ALARM ACK 497 498 10136 55FHS300H PUMP 3 VS RESET D05-R01-S03-P08 499 500 10108 55FHS300L PUMP 3 VS LCPA START D03-R01-S08-P12 501 10109 55FHS300M PUMP 3 VS LCPA STOP D03-R01-S08-P13 502 17410 Attachment - Sample Test Sheet Page 13 of 35 9/22/2020 1:05 PM DR A F T ~ :J -- ,_ - ,_ - ,_ - -- C C C C Job No. 4xxxxxx (J-xxx Job Name)TEST SIGN-OFF SHEETS Project Name REAL I/O = NOT APPLICABLE ITEM REGISTER TAG DESCRIPTION Range AL A R M S U M M A R Y 0% o r O N 50 % 10 0 % DROP-RACK- SLOT-POINT 0% o r P a n e l O N 50 % o r A n n . B L I N K 10 0 % o r A n n . O N 0% o r O N 50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0%50 % 10 0 % 0%50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d COMMENT SIGN-OFF FIELD PUMPS GROUP A/M PROCESS OVERVIEW INPUT OUTPUT LCP LCPA\FIELD RUNTIME OR SUM. CONFIG TRENDPUMP #PUMP/VLV DETAIL TUNING PUMP # / VLV A/M 503 44200 55FIIT300A_AMP PUMP 3 VFD AMPS PHASE A 504 44201 55FIIT300B_AMP PUMP 3 VFD AMPS PHASE B 505 44202 55FIIT300C_AMP PUMP 3 VFD AMPS PHASE C 506 507 04362 55FISH300L_ALA PUMP 3 VFD OVERLD TRIP ALM 508 02200 55FISH300L_ALH PUMP 3 VFD ALARM ACK HMI 509 04363 55FISH300L_ALK PUMP 3 VFD ALARM ACK 510 511 04364 55FTSH300J_ALA PUMP 3 VFD INV OVRHEAT ALM 512 02201 55FTSH300J_ALH PUMP 3 VFD ALARM ACK HMI 513 04365 55FTSH300J_ALK PUMP 3 VFD ALARM ACK 514 515 04366 55FESL300J_ALA PUMP 3 VFD LO DC VOLT ALM 516 02202 55FESL300J_ALH PUMP 3 VFD ALARM ACK HMI 517 04367 55FESL300J_ALK PUMP 3 VFD ALARM ACK 518 519 04368 55FYS300Q_ALA PUMP 3 VFD HARDWAR FLT ALM 520 02203 55FYS300Q_ALH PUMP 3 VFD ALARM ACK HMI 521 04369 55FYS300Q_ALK PUMP 3 VFD ALARM ACK 522 523 04370 55FESH300J_ALA PUMP 3 VFD HI DC VOLT ALM 524 02204 55FESH300J_ALH PUMP 3 VFD ALARM ACK HMI 525 04371 55FESH300J_ALK PUMP 3 VFD ALARM ACK 526 527 04385 55FPMP300_ALM PUMP 3 VFD COMM FAIL ALARM 528 529 10138 55FYS300L PUMP 3 CS READY D05-R01-S03-P10 530 04152 55FYS300L_RDY PUMP 3 CS READY 531 00114 55FPMP300B PUMP 3 CS RUN D06-R01-S03-P02 532 10137 55FYS300J PUMP 3 CS ON D05-R01-S03-P09 533 534 10139 55FISH300 PUMP 3 CS OVERLOAD D05-R01-S03-P11 535 04084 55FISH300_ALA PUMP 3 CS OVERLOAD ALARM 536 02054 55FISH300_ALH PUMP 3 CS ALARM ACK HMI 537 04085 55FISH300_ALK PUMP 3 CS ALARM ACK 538 17410 Attachment - Sample Test Sheet Page 14 of 35 9/22/2020 1:05 PM DR A F T C C C C C :::J :::J C C C C Job No. 4xxxxxx (J-xxx Job Name)TEST SIGN-OFF SHEETS Project Name REAL I/O = NOT APPLICABLE ITEM REGISTER TAG DESCRIPTION Range AL A R M S U M M A R Y 0% o r O N 50 % 10 0 % DROP-RACK- SLOT-POINT 0% o r P a n e l O N 50 % o r A n n . B L I N K 10 0 % o r A n n . O N 0% o r O N 50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0%50 % 10 0 % 0%50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d COMMENT SIGN-OFF FIELD PUMPS GROUP A/M PROCESS OVERVIEW INPUT OUTPUT LCP LCPA\FIELD RUNTIME OR SUM. CONFIG TRENDPUMP #PUMP/VLV DETAIL TUNING PUMP # / VLV A/M 539 10140 55FMSH304 PUMP 3 MTR HI MOISTURE D05-R01-S03-P12 540 04080 55FMSH304_ALA PUMP 3 MTR HI MOISTURE ALM 541 02052 55FMSH304_ALH PUMP 3 MTR ALARM ACK HMI 542 04081 55FMSH304_ALK PUMP 3 MTR ALARM ACK 543 00027 55FMAH304 PUMP 3 MTR HI MOISTURE ALM D02-R01-S05-P11 544 545 10141 55FTSH303 PUMP 3 MTR HI WIND TMP D05-R01-S03-P13 546 04078 55FTSH303_ALA PUMP 3 MTR HI WIND TMP ALM 547 02051 55FTSH303_ALH PUMP 3 MTR ALARM ACK HMI 548 04079 55FTSH303_ALK PUMP 3 MTR ALARM ACK 549 00028 55FTAH303 PUMP 3 MTR HI WIND TMP ALM D02-R01-S05-P12 550 551 10142 55FZSC305 PUMP 3 CHK VLV CLOSED D05-R01-S03-P14 552 44099 55FZSC305_STA PUMP 3 CHK VLV STATUS DISPLAY 0-4095 STATUS 553 00013 55FZLO305 PUMP 3 CHK VLV OPENED D02-R01-S04-P13 554 00092 55FZLO305A PUMP 3 CV LCPA OPENED D03-R01-S10-P12 555 556 04179 55FZSC305_ALA PUMP 3 CHK VLV CLOSED ALARM 557 02109 55FZSC305_ALH PUMP 3 CHK VLV ALARM ACK HMI 558 04180 55FZSC305_ALK PUMP 3 CHK VLV ALARM ACK 559 17410 Attachment - Sample Test Sheet Page 15 of 35 9/22/2020 1:05 PM DR A F T C C C C C C C C [] :J C C Job No. 4xxxxxx (J-xxx Job Name)TEST SIGN-OFF SHEETS Project Name REAL I/O = NOT APPLICABLE ITEM REGISTER TAG DESCRIPTION Range AL A R M S U M M A R Y 0% o r O N 50 % 10 0 % DROP-RACK- SLOT-POINT 0% o r P a n e l O N 50 % o r A n n . B L I N K 10 0 % o r A n n . O N 0% o r O N 50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0%50 % 10 0 % 0%50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d COMMENT SIGN-OFF FIELD PUMPS GROUP A/M PROCESS OVERVIEW INPUT OUTPUT LCP LCPA\FIELD RUNTIME OR SUM. CONFIG TRENDPUMP #PUMP/VLV DETAIL TUNING PUMP # / VLV A/M 560 02102 55FPMP400_OSH PUMP 4 OOS HMI 561 04164 55FPMP400_OSM PUMP 4 OOS MODE 562 02103 55FPMP400_ISH PUMP 4 INS HMI 563 04165 55FPMP400_ISM PUMP 4 INS MODE 564 565 02099 55FPMP400_ONH PUMP 4 ON HMI 566 04161 55FPMP400_ONM PUMP 4 ON MODE 567 02100 55FPMP400_OFH PUMP 4 OFF HMI 568 04162 55FPMP400_OFM PUMP 4 OFF MODE 569 02101 55FPMP400_AUH PUMP 4 AUTO HMI 570 04163 55FPMP400_AUM PUMP 4 AUTO MODE 571 572 10146 55FHS400B PUMP 4 REMOTE D05-R01-S04-P02 573 10147 55FHS400J PUMP 4 HAND D05-R01-S04-P03 574 04167 55FPMP400_HND PUMP 4 HAND 575 576 04159 55FPMP400_DIS PUMP 4 DISABLE MODE 577 04160 55FPMP400_WAT PUMP 4 WAIT 578 579 04166 55FPMP400_ON PUMP 4 ON 580 00010 55FYL400L PUMP 4 ON D02-R01-S04-P10 581 00089 55FYL400P PUMP 4 LCPA ON D03-R01-S10-P09 582 583 44088 55FPMP400_MOD PUMP 4 MODE DISPLAY 0-4095 MODE 584 44087 55FPMP400_SYM PUMP 4 SYMBOL DISPLAY 0-4095 SYMBOL 585 44051 55FPB400_DUT PUMP 4 DUTY DISPLAY 0-4095 DUTY 586 587 04171 55FPMP400_FAA PUMP 4 FAIL ALARM 588 02105 55FPMP400_FAH PUMP 4 FAIL ACK HMI 589 04172 55FPMP400_FAK PUMP 4 FAIL ALM ACK 590 591 10145 55FYS400M PUMP 4 PROTECT ON D05-R01-S04-P01 592 04086 55FYS400M_ALA PUMP 4 PROTECT ON ALM 593 02055 55FYS400M_ALH PUMP 4 ALARM ACK HMI 594 04087 55FYS400M_ALK PUMP 4 ALARM ACK 595 596 04173 55FPMP400_COA PUMP 4 COMMON ALARM 597 04174 55FPMP400_COK PUMP 4 COMMON ALM ACK 598 00034 55FYA400B PUMP 4 TROUBLE ALM D02-R01-S06-P02 599 600 02104 55FPMP400_ALR PUMP 4 ALARM RESET HMI 601 00123 55FPMP400H PUMP 4 PLC RESET D06-R01-S04-P03 602 603 44091 55FPMP400_RTC PUMP 4 RUNTME CURR DAY 0-999.9 HOURS 604 44092 55FPMP400_RTP PUMP 4 RUNTME PREV DAY 0-999.9 HOURS 605 44089 55FPMP400_RTM PUMP 4 RUNTME CUMM MSD 0-9999 HRS x100 606 44090 55FPMP400_RTL PUMP 4 RUNTME CUMM LSD 0-999.9 HOURS 607 02106 55FPMP400_RTR PUMP 4 RUNTIME RESET 608 17410 Attachment - Sample Test Sheet Page 16 of 35 9/22/2020 1:05 PM DR A F T ,- [] ,--~ ~ ~ I~ ,_ ,-- ,_ --,_ - ,_ - ,_ - ,_ - ,_ - -- ~ ~ ~ ~ [] :J :J :J l:J B :J -:J l:J ,_ ~ ,_ ~ I~ - C C C C C C C C 9:: 9:: 9:: 9:: n :J :J ,_ Job No. 4xxxxxx (J-xxx Job Name)TEST SIGN-OFF SHEETS Project Name REAL I/O = NOT APPLICABLE ITEM REGISTER TAG DESCRIPTION Range AL A R M S U M M A R Y 0% o r O N 50 % 10 0 % DROP-RACK- SLOT-POINT 0% o r P a n e l O N 50 % o r A n n . B L I N K 10 0 % o r A n n . O N 0% o r O N 50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0%50 % 10 0 % 0%50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d COMMENT SIGN-OFF FIELD PUMPS GROUP A/M PROCESS OVERVIEW INPUT OUTPUT LCP LCPA\FIELD RUNTIME OR SUM. CONFIG TRENDPUMP #PUMP/VLV DETAIL TUNING PUMP # / VLV A/M 609 10150 55FYS400A PUMP 4 VS READY D05-R01-S04-P06 610 04169 55FYS400A_RDY PUMP 4 VS READY 611 10149 55FYS400 PUMP 4 VS ON D05-R01-S04-P05 612 613 30028 55FST400 PUMP 4 VS SPEED 0-100 PERCENT D06-R01-S08-P01 614 44086 55FPMP400_SPD PUMP 4 VS SPEED 0-100 PERCENT 615 44096 55FST400_RPM PUMP 4 SPEED 0-1188 RPM 616 617 40025 55FSC400 PUMP 4 VS SPEED 0-100 PERCENT D06-R01-S10-P01 618 619 10148 55FHS400K PUMP 4 VS SELECT D05-R01-S04-P04 620 04168 55FPMP400_VSS PUMP 4 VS SELECTED 621 622 42048 55FPMP400_SRS PUMP 4 VS SPEED RAMP SET 0.1-100 RAMP 623 44085 55FPMP400_SRP PUMP 4 VS SPEED RAMP SP 0.1-100 RAMP 624 625 00121 55FPMP400 PUMP 4 VS RUN D06-R01-S04-P01 626 627 02097 55FPA400_AAH PUMP 4 A/M AUTO HMI 628 04157 55FPA400_AAM PUMP 4 A/M AUTO MODE 629 02098 55FPA400_AMH PUMP 4 A/M MANUAL HMI 630 04158 55FPA400_AMM PUMP 4 A/M MANUAL MODE 631 632 42047 55FPA400_AMS PUMP 4 A/M MAN SPD SET 0-100 PERCENT 633 44083 55FPA400_AMP PUMP 4 A/M SPEED SP 0-100 PERCENT 634 44084 55FPA400_AMB PUMP 4 A/M SPEED BAR 0-100 PERCENT 635 636 10151 55FYS400B PUMP 4 VS TROUBLE D05-R01-S04-P07 637 04092 55FYS400B_ALA PUMP 4 VS TROUBLE ALARM 638 02058 55FYS400B_ALH PUMP 4 VS ALARM ACK HMI 639 04093 55FYS400B_ALK PUMP 4 VS ALARM ACK 640 641 10152 55FHS400H PUMP 4 VS RESET D05-R01-S04-P08 642 643 10110 55FHS400L PUMP 4 VS LCPA START D03-R01-S08-P14 644 10111 55FHS400M PUMP 4 VS LCPA STOP D03-R01-S08-P15 645 17410 Attachment - Sample Test Sheet Page 17 of 35 9/22/2020 1:05 PM DR A F T ~ :J -- ,_ - ,_ - ,_ - -- C C C C Job No. 4xxxxxx (J-xxx Job Name)TEST SIGN-OFF SHEETS Project Name REAL I/O = NOT APPLICABLE ITEM REGISTER TAG DESCRIPTION Range AL A R M S U M M A R Y 0% o r O N 50 % 10 0 % DROP-RACK- SLOT-POINT 0% o r P a n e l O N 50 % o r A n n . B L I N K 10 0 % o r A n n . O N 0% o r O N 50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0%50 % 10 0 % 0%50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d COMMENT SIGN-OFF FIELD PUMPS GROUP A/M PROCESS OVERVIEW INPUT OUTPUT LCP LCPA\FIELD RUNTIME OR SUM. CONFIG TRENDPUMP #PUMP/VLV DETAIL TUNING PUMP # / VLV A/M 646 44203 55FIIT400A_AMP PUMP 4 VFD AMPS PHASE A 647 44204 55FIIT400B_AMP PUMP 4 VFD AMPS PHASE B 648 44205 55FIIT400C_AMP PUMP 4 VFD AMPS PHASE C 649 650 04372 55FISH400L_ALA PUMP 4 VFD OVERLD TRIP ALM 651 02205 55FISH400L_ALH PUMP 4 VFD ALARM ACK HMI 652 04373 55FISH400L_ALK PUMP 4 VFD ALARM ACK 653 654 04374 55FTSH400J_ALA PUMP 4 VFD INV OVRHEAT ALM 655 02206 55FTSH400J_ALH PUMP 4 VFD ALARM ACK HMI 656 04375 55FTSH400J_ALK PUMP 4 VFD ALARM ACK 657 658 04376 55FESL400J_ALA PUMP 4 VFD LO DC VOLT ALM 659 02207 55FESL400J_ALH PUMP 4 VFD ALARM ACK HMI 660 04377 55FESL400J_ALK PUMP 4 VFD ALARM ACK 661 662 04378 55FYS400Q_ALA PUMP 4 VFD HARDWAR FLT ALM 663 02208 55FYS400Q_ALH PUMP 4 VFD ALARM ACK HMI 664 04379 55FYS400Q_ALK PUMP 4 VFD ALARM ACK 665 666 04380 55FESH400J_ALA PUMP 4 VFD HI DC VOLT ALM 667 02209 55FESH400J_ALH PUMP 4 VFD ALARM ACK HMI 668 04381 55FESH400J_ALK PUMP 4 VFD ALARM ACK 669 670 04386 55FPMP400_ALM PUMP 4 VFD COMM FAIL ALARM 671 672 10154 55FYS400L PUMP 4 CS READY D05-R01-S04-P10 673 04170 55FYS400L_RDY PUMP 4 CS READY 674 00122 55FPMP400B PUMP 4 CS RUN D06-R01-S04-P02 675 10153 55FYS400J PUMP 4 CS ON D05-R01-S04-P09 676 677 10155 55FISH400 PUMP 4 CS OVERLOAD D05-R01-S04-P11 678 04094 55FISH400_ALA PUMP 4 CS OVERLOAD ALARM 679 02059 55FISH400_ALH PUMP 4 CS ALARM ACK HMI 680 04095 55FISH400_ALK PUMP 4 CS ALARM ACK 681 17410 Attachment - Sample Test Sheet Page 18 of 35 9/22/2020 1:05 PM DR A F T C C C C C :::J :::J C C C C Job No. 4xxxxxx (J-xxx Job Name)TEST SIGN-OFF SHEETS Project Name REAL I/O = NOT APPLICABLE ITEM REGISTER TAG DESCRIPTION Range AL A R M S U M M A R Y 0% o r O N 50 % 10 0 % DROP-RACK- SLOT-POINT 0% o r P a n e l O N 50 % o r A n n . B L I N K 10 0 % o r A n n . O N 0% o r O N 50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0%50 % 10 0 % 0%50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d COMMENT SIGN-OFF FIELD PUMPS GROUP A/M PROCESS OVERVIEW INPUT OUTPUT LCP LCPA\FIELD RUNTIME OR SUM. CONFIG TRENDPUMP #PUMP/VLV DETAIL TUNING PUMP # / VLV A/M 682 10156 55FMSH404 PUMP 4 MTR HI MOISTURE D05-R01-S04-P12 683 04090 55FMSH404_ALA PUMP 4 MTR HI MOISTURE ALM 684 02057 55FMSH404_ALH PUMP 4 MTR ALARM ACK HMI 685 04091 55FMSH404_ALK PUMP 4 MTR ALARM ACK 686 00032 55FMAH404 PUMP 4 MTR HI MOISTURE ALM D02-R01-S05-P16 687 688 10157 55FTSH403 PUMP 4 MTR HI WIND TMP D05-R01-S04-P13 689 04088 55FTSH403_ALA PUMP 4 MTR HI WIND TMP ALM 690 02056 55FTSH403_ALH PUMP 4 MTR ALARM ACK HMI 691 04089 55FTSH403_ALK PUMP 4 MTR ALARM ACK 692 00033 55FTAH403 PUMP 4 MTR HI WIND TMP ALM D02-R01-S06-P01 693 694 10158 55FZSC405 PUMP 4 CHK VLV CLOSED D05-R01-S04-P14 695 44100 55FZSC405_STA PUMP 4 CHK VLV STATUS DISPLAY 0-4095 STATUS 696 00014 55FZLO405 PUMP 4 CHK VLV OPENED D02-R01-S04-P14 697 00093 55FZLO405A PUMP 4 CV LCPA OPENED D03-R01-S10-P13 698 699 04181 55FZSC405_ALA PUMP 4 CHK VLV CLOSED ALARM 700 02110 55FZSC405_ALH PUMP 4 CHK VLV ALARM ACK HMI 701 04182 55FZSC405_ALK PUMP 4 CHK VLV ALARM ACK 702 703 44052 55FPB500_DUT PUMP 5 DUTY DISPLAY 0-4095 DUTY 704 17410 Attachment - Sample Test Sheet Page 19 of 35 9/22/2020 1:05 PM DR A F T C C C C C C C C [] :J C C Job No. 4xxxxxx (J-xxx Job Name)TEST SIGN-OFF SHEETS Project Name REAL I/O = NOT APPLICABLE ITEM REGISTER TAG DESCRIPTION Range AL A R M S U M M A R Y 0% o r O N 50 % 10 0 % DROP-RACK- SLOT-POINT 0% o r P a n e l O N 50 % o r A n n . B L I N K 10 0 % o r A n n . O N 0% o r O N 50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0%50 % 10 0 % 0%50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d COMMENT SIGN-OFF FIELD PUMPS GROUP A/M PROCESS OVERVIEW INPUT OUTPUT LCP LCPA\FIELD RUNTIME OR SUM. CONFIG TRENDPUMP #PUMP/VLV DETAIL TUNING PUMP # / VLV A/M 705 02062 55FPB100_S1H PUMPS DUTY SEQ1 HMI 706 10006 55FHS049J PUMP SEQ 1234 SELECT D02-R01-S03-P06 707 04098 55FPB100_S1M PUMPS DUTY SEQ1 MODE 708 00003 55FYL049J PUMP SEQ 1234 SELECTED D02-R01-S04-P03 709 710 02063 55FPB100_S2H PUMPS DUTY SEQ2 HMI 711 10007 55FHS049M PUMP SEQ 2341 SELECT D02-R01-S03-P07 712 04099 55FPB100_S2M PUMPS DUTY SEQ2 MODE 713 00004 55FYL049M PUMP SEQ 2341 SELECTED D02-R01-S04-P04 714 715 02064 55FPB100_S3H PUMPS DUTY SEQ3 HMI 716 10008 55FHS049N PUMP SEQ 3412 SELECT D02-R01-S03-P08 717 04100 55FPB100_S3M PUMPS DUTY SEQ3 MODE 718 00005 55FYL049N PUMP SEQ 3412 SELECTED D02-R01-S04-P05 719 720 02065 55FPB100_S4H PUMPS DUTY SEQ4 HMI 721 10009 55FHS049P PUMP SEQ 4123 SELECT D02-R01-S03-P09 722 04101 55FPB100_S4M PUMPS DUTY SEQ4 MODE 723 00006 55FYL049P PUMP SEQ 4123 SELECTED D02-R01-S04-P06 724 725 02066 55FPB100_S5H PUMPS DUTY SEQ5 HMI 726 04102 55FPB100_S5M PUMPS DUTY SEQ5 MODE 727 728 42031 55FPB100_LSS PUMPS LD STRT LVL SET 0-300 INCHES 729 44038 55FPB100_LSP PUMPS LD STRT LVL SP 0-300 INCHES 730 42032 55FPB100_LTS PUMPS LD STOP LVL SET 0-300 INCHES 731 44039 55FPB100_LTP PUMPS LD STOP LVL SP 0-300 INCHES 732 42033 55FPB100_1SS PUMPS L1 STRT SPD SET 50-100 PERCENT 733 44040 55FPB100_1SP PUMPS L1 STRT SPD SP 50-100 PERCENT 734 42034 55FPB100_1TS PUMPS L1 STOP SPD SET 50-100 PERCENT 735 44041 55FPB100_1TP PUMPS L1 STOP SPD SP 50-100 PERCENT 736 42035 55FPB100_2SS PUMPS L2 STRT SPD SET 50-100 PERCENT 737 44042 55FPB100_2SP PUMPS L2 STRT SPD SP 50-100 PERCENT 738 42036 55FPB100_2TS PUMPS L2 STOP SPD SET 50-100 PERCENT 739 44043 55FPB100_2TP PUMPS L2 STOP SPD SP 50-100 PERCENT 740 741 42038 55FPB100_3TS PUMPS L3 STOP SPD SET 0-100 PERCENT 742 44045 55FPB100_3TP PUMPS L3 STOP SPD SP 0-100 PERCENT 743 42037 55FPB100_3SS PUMPS L3 STRT SPD SET 0-100 PERCENT 744 44044 55FPB100_3SP PUMPS L3 STRT SPD SP 0-100 PERCENT 745 42040 55FPB100_4TS PUMPS L4 STOP SPD SET 0-100 PERCENT 746 44047 55FPB100_4TP PUMPS L4 STOP SPD SP 0-100 PERCENT 747 42039 55FPB100_4SS PUMPS L4 STRT SPD SET 0-100 PERCENT 748 44046 55FPB100_4SP PUMPS L4 STRT SPD SP 0-100 PERCENT 17410 Attachment - Sample Test Sheet Page 20 of 35 9/22/2020 1:05 PM DR A F T [] [] [] [] [] [] [] [] ,_ --,_ ---,_ ----,_ Job No. 4xxxxxx (J-xxx Job Name)TEST SIGN-OFF SHEETS Project Name REAL I/O = NOT APPLICABLE ITEM REGISTER TAG DESCRIPTION Range AL A R M S U M M A R Y 0% o r O N 50 % 10 0 % DROP-RACK- SLOT-POINT 0% o r P a n e l O N 50 % o r A n n . B L I N K 10 0 % o r A n n . O N 0% o r O N 50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0%50 % 10 0 % 0%50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d COMMENT SIGN-OFF FIELD PUMPS GROUP A/M PROCESS OVERVIEW INPUT OUTPUT LCP LCPA\FIELD RUNTIME OR SUM. CONFIG TRENDPUMP #PUMP/VLV DETAIL TUNING PUMP # / VLV A/M 749 750 42025 55FPE100_MLS PUMPS M/L MAN LVL SET 0-300 INCHES 751 44029 55FPE100_MLP PUMPS M/L LEVEL SP 0-300 INCHES 752 44030 55FPE100_MLB PUMPS M/L LEVEL BAR 0-300 INCHES 753 44035 55FPD100_PPV PUMPS PID PROC VAR 0-300 INCHES 754 755 02060 55FPC100_AAH PUMPS A/M AUTO HMI 756 04096 55FPC100_AAM PUMPS A/M AUTO MODE 757 02061 55FPC100_AMH PUMPS A/M MANUAL HMI 758 04097 55FPC100_AMM PUMPS A/M MANUAL MODE 759 42030 55FPC100_AMS PUMPS A/M MAN SPD SET 50-100 PERCENT 760 44036 55FPC100_AMP PUMPS A/M SPEED SP 0-100 PERCENT 761 44037 55FPC100_AMB PUMPS A/M SPEED BAR 0-100 PERCENT 762 763 42026 55FPD100_PRS PUMPS PID RMPRATE SET 0.1-100 RAMP 764 44031 55FPD100_PRP PUMPS PID RAMPRATE SP 0.1-100 RAMP 765 42027 55FPD100_PPS PUMPS PID PROP SET 5-500 PROP 766 44032 55FPD100_PPP PUMPS PID PROP SP 5-500 PROP 767 42028 55FPD100_PIS PUMPS PID INTEG SET 0-99.99 INTG 768 44033 55FPD100_PIP PUMPS PID INTEG SP 0-99.99 INTG 769 42029 55FPD100_PDS PUMPS PID DERV SET 0-99.99 DERV 770 44034 55FPD100_PDP PUMPS PID DERV SEP 0-99.99 DERV 771 772 30012 55FFIT075 DISCHARGE FLOW 0-10 MGD D04-R01-S06-P03 773 44106 55FFIT075_FLO DISCHARGE FLOW 0-10 MGD 774 40003 55FFI075 DISCHARGE LCP FLOW 0-10 MGD D02-R01-S10-P03 775 40015 55FFI075A DISCHARGE LCPA FLOW 0-10 MGD D04-R01-S09-P03 776 777 44109 55FFIT075_CAF DISCHARGE CUR AVERAGE FLO 0-10 MGD 778 44110 55FFIT075_CHF DISCHARGE CUR HIGHEST FLO 0-10 MGD 779 44111 55FFIT075_CLF DISCHARGE CUR LOWEST FLO 0-10 MGD 780 44107 55FFIT075_CTM DISCHARGE CUR TOT FLO MSD 0-9999 MGD x10 781 44108 55FFIT075_CTL DISCHARGE CUR TOT FLO LSD 0-9.999 MGD 782 44114 55FFIT075_PAF DISCHARGE PRV AVERAGE FLO 0-10 MGD 783 44115 55FFIT075_PHF DISCHARGE PRV HIGHEST FLO 0-10 MGD 784 44116 55FFIT075_PLF DISCHARGE PRV LOWEST FLO 0-10 MGD 785 44112 55FFIT075_PTM DISCHARGE PRV TOT FLO MSD 0-9999 MGD x10 786 44113 55FFIT075_PTL DISCHARGE PRV TOT FLO LSD 0-9.999 MGD 787 788 10070 55FYS075B DISCHARGE FLOW XMTR TRBL D03-R01-S06-P06 789 04193 55FYS075B_ALA DISCHARGE FLOW XMTR TRBL ALM 790 02115 55FYS075B_ALH DISCHARGE FLOW ALARM ACK HMI 791 04194 55FYS075B_ALK DISCHARGE FLOW ALARM ACK 792 00108 55FYS075 DISCHARGE FLOW XMTR ZERO D04-R01-S04-P04 793 17410 Attachment - Sample Test Sheet Page 21 of 35 9/22/2020 1:05 PM DR A F T --- ,_ - - ,_ - - ,_ - - - - - - - - - - - C C Job No. 4xxxxxx (J-xxx Job Name)TEST SIGN-OFF SHEETS Project Name REAL I/O = NOT APPLICABLE ITEM REGISTER TAG DESCRIPTION Range AL A R M S U M M A R Y 0% o r O N 50 % 10 0 % DROP-RACK- SLOT-POINT 0% o r P a n e l O N 50 % o r A n n . B L I N K 10 0 % o r A n n . O N 0% o r O N 50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0%50 % 10 0 % 0%50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d COMMENT SIGN-OFF FIELD PUMPS GROUP A/M PROCESS OVERVIEW INPUT OUTPUT LCP LCPA\FIELD RUNTIME OR SUM. CONFIG TRENDPUMP #PUMP/VLV DETAIL TUNING PUMP # / VLV A/M 794 30004 55FPIT070 DISCHARGE PRESSURE 0-50 PSI D04-R01-S05-P04 795 44101 55FPIT070_PRS DISCHARGE PRESSURE 0-50 PSI 796 797 42052 55FPIT070_LLS DISCHARGE LOLO PRS SET 0-50 PSI 798 44105 55FPIT070_LLP DISCHARGE LOLO PRS SP 0-50 PSI 799 04189 55FPIT070_LLA DISCHARGE LOLO PRS ALM 800 02114 55FPIT070_LLH DISCHARGE LOLO PRS ACKHMI 801 04190 55FPIT070_LLK DISCHARGE LOLO PRS ALMACK 802 803 42051 55FPIT070_LS DISCHARGE LO PRS SET 0-50 PSI 804 44104 55FPIT070_LP DISCHARGE LO PRS SP 0-50 PSI 805 04187 55FPIT070_LA DISCHARGE LO PRS ALARM 806 02113 55FPIT070_LH DISCHARGE LO PRS ACKHMI 807 04188 55FPIT070_LK DISCHARGE LO PRS ALMACK 808 809 42050 55FPIT070_HS DISCHARGE HI PRS SET 0-50 PSI 810 44103 55FPIT070_HP DISCHARGE HI PRS SP 0-50 PSI 811 04185 55FPIT070_HA DISCHARGE HI PRS ALM 812 02112 55FPIT070_HH DISCHARGE HI PRS ACKHMI 813 04186 55FPIT070_HK DISCHARGE HI PRS ALMACK 814 00045 55FPAH070 DISCHARGE HI PRS ALM D02-R01-S06-P13 815 816 42049 55FPIT070_HHS DISCHARGE HIHI PRS SET 0-50 PSI 817 44102 55FPIT070_HHP DISCHARGE HIHI PRS SP 0-50 PSI 818 04183 55FPIT070_HHA DISCHARGE HIHI PRS ALM 819 02111 55FPIT070_HHH DISCHARGE HIHI PRS ACKHMI 820 04184 55FPIT070_HHK DISCHARGE HIHI PRS ALMACK 821 00044 55FPAHH070 DISCHARGE HIHI PRS ALM D02-R01-S06-P12 822 823 04192 55FPIT070_COK DISCHARGE COMMON ALM ACK 824 04191 55FPIT070_COA DISCHARGE COMMON ALARM 825 826 10071 55FZSC175 FORCEMAIN VLV1 CLOSED D03-R01-S06-P07 827 44117 55FZSC175_STA FORCEMAIN VLV1 STATUS DISPLAY 0-4095 STATUS 828 44118 55FZSC175_SYM FORCEMAIN VLV1 SYMBOL DISPLAY 0-4095 STATUS 829 830 10084 55FZSC176 FORCEMAIN VLV2 CLOSED D03-R01-S07-P04 831 44119 55FZSC176_STA FORCEMAIN VLV2 STATUS DISPLAY 0-4095 STATUS 832 44120 55FZSC176_SYM FORCEMAIN VLV2 SYMBOL DISPLAY 0-4095 STATUS 833 17410 Attachment - Sample Test Sheet Page 22 of 35 9/22/2020 1:05 PM DR A F T C C C C C C C C 9= 9= B B Job No. 4xxxxxx (J-xxx Job Name)TEST SIGN-OFF SHEETS Project Name REAL I/O = NOT APPLICABLE ITEM REGISTER TAG DESCRIPTION Range AL A R M S U M M A R Y 0% o r O N 50 % 10 0 % DROP-RACK- SLOT-POINT 0% o r P a n e l O N 50 % o r A n n . B L I N K 10 0 % o r A n n . O N 0% o r O N 50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0%50 % 10 0 % 0%50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d COMMENT SIGN-OFF FIELD PUMPS GROUP A/M PROCESS OVERVIEW INPUT OUTPUT LCP LCPA\FIELD RUNTIME OR SUM. CONFIG TRENDPUMP #PUMP/VLV DETAIL TUNING PUMP # / VLV A/M 834 02120 55FFV556_OSH RECYC VLV OOS HMI 835 04203 55FFV556_OSM RECYC VLV OOS MODE 836 02121 55FFV556_ISH RECYC VLV INS HMI 837 04204 55FFV556_ISM RECYC VLV INS MODE 838 839 10067 55FHS556B RECYC VLV REMOTE D03-R01-S06-P03 840 841 10068 55FYS556 RECYC VLV ON D03-R01-S06-P04 842 843 04201 55FFV556_WAT RECYC VLV WAIT 844 845 30003 55FZT556 RECYC VLV POSITION 0-100 PERCENT D04-R01-S05-P03 846 44131 55FFV556_POS RECYC VLV POSITION 0-100 POSITION 847 40017 55FZI556 RECYC LCPA POSITION 0-100 PERCENT D04-R01-S10-P01 848 849 40006 55FFV556 RECYC VLV POSITION 0-100 PERCENT D04-R01-S07-P02 850 851 44132 55FFV556_SYM RECYC VLV SYMBOL DISPLAY 0-4095 SYMBOL 852 853 04202 55FFV556_OPD RECYC VLV OPENED 854 04205 55FFV556_ON RECYC VLV ON 855 44133 55FFV556_MOD RECYC VLV MODE DISPLAY 0-4095 MODE 856 857 04206 55FFV556_FMA RECYC VLV FAIL2MOVE ALARM 858 02123 55FFV556_FMH RECYC VLV FAL2MOV ACK HMI 859 04207 55FFV556_FMK RECYC VLV FAIL2MOVE ACK 860 861 10069 55FYS556B RECYC VLV TROUBLE D03-R01-S06-P05 862 04208 55FFV556_TRA RECYC VLV TROUBLE ALARM 863 02124 55FFV556_TAH RECYC VLV TROUBLE ACK HMI 864 04209 55FFV556_TRK RECYC VLV TROUBLE ALM ACK 865 00055 55FYA556B RECYC VLV TROUBLE ALM D02-R01-S07-P07 866 867 04211 55FFV556_COK RECYC VLV COMMON ALM ACK 868 04210 55FFV556_COA RECYC VLV COMMON ALARM 869 870 02122 55FFV556_ALR RECYC VLV ALARM RESET HMI 871 17410 Attachment - Sample Test Sheet Page 23 of 35 9/22/2020 1:05 PM DR A F T ,- ,-- ,_ ,-- ,_ ::] [] [] [] C C C C 9= 9= :J Job No. 4xxxxxx (J-xxx Job Name)TEST SIGN-OFF SHEETS Project Name REAL I/O = NOT APPLICABLE ITEM REGISTER TAG DESCRIPTION Range AL A R M S U M M A R Y 0% o r O N 50 % 10 0 % DROP-RACK- SLOT-POINT 0% o r P a n e l O N 50 % o r A n n . B L I N K 10 0 % o r A n n . O N 0% o r O N 50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0%50 % 10 0 % 0%50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d COMMENT SIGN-OFF FIELD PUMPS GROUP A/M PROCESS OVERVIEW INPUT OUTPUT LCP LCPA\FIELD RUNTIME OR SUM. CONFIG TRENDPUMP #PUMP/VLV DETAIL TUNING PUMP # / VLV A/M 872 42053 55FVC556_MLS RECYC VLV M/L MAN LVL SET 0-300 INCHES 873 44122 55FVC556_MLP RECYC VLV M/L LEVEL SP 0-300 INCHES 874 44123 55FVC556_MLB RECYC VLV M/L LEVEL BAR 0-300 INCHES 875 876 44128 55FVB556_PPV RECYC VLV PID PROC VAR 0-300 INCHES 877 878 42054 55FVB556_PRS RECYC VLV PID RMPRATE SET 0.1-100 RAMP 879 44124 55FVB556_PRP RECYC VLV PID RAMPRATE SP 0.1-100 RAMP 880 42055 55FVB556_PPS RECYC VLV PID PROP SET 5-500 PROP 881 44125 55FVB556_PPP RECYC VLV PID PROP SP 5-500 PROP 882 42056 55FVB556_PIS RECYC VLV PID INTEG SET 0-99.99 INTG 883 44126 55FVB556_PIP RECYC VLV PID INTEG SP 0-99.99 INTG 884 42057 55FVB556_PDS RECYC VLV PID DERV SET 0-99.99 DERV 885 44127 55FVB556_PDP RECYC VLV PID DERV SP 0-99.99 DERV 886 887 42058 55FVA556_AMS RECYC VLV A/M MAN POS SET 0-100 PERCENT 888 44129 55FVA556_AMP RECYC VLV A/M POS SP 0-100 PERCENT 889 44130 55FVA556_AMB RECYC VLV A/M POS BAR 0-100 PERCENT 890 891 02119 55FVA556_AMH RECYC VLV A/M MANUAL HMI 892 04200 55FVA556_AMM RECYC VLV A/M MANUAL MODE 893 02118 55FVA556_AAH RECYC VLV A/M AUTO HMI 894 04199 55FVA556_AAM RECYC VLV A/M AUTO MODE 895 896 10102 55FHS556J RECYC VLV LCPA POS SETPT OPEN D03-R01-S08-P06 897 10103 55FHS556K RECYC VLV LCPA POS SETPT CLOSE D03-R01-S08-P07 898 899 30011 55FFIT555 RECYC FLOW 0-5 MGD D04-R01-S06-P02 900 44121 55FFIT555_FLO RECYC FLOW 0-5 MGD 901 40004 55FFI555 RECYC LCP FLOW 0-5 MGD D02-R01-S10-P04 902 40016 55FFI555A RECYC LCPA FLOW 0-5 MGD D04-R01-S09-P04 903 904 10083 55FYS555B RECYC FLOW XMTR TRBL D03-R01-S07-P03 905 04195 55FYS555B_ALA RECYC FLOW XMTR TRBL ALM 906 02116 55FYS555B_ALH RECYC FLOW ALARM ACK HMI 907 04196 55FYS555B_ALK RECYC FLOW ALARM ACK 908 00100 55FYS555 RECYC FLOW XMTR ZERO D04-R01-S03-P04 909 17410 Attachment - Sample Test Sheet Page 24 of 35 9/22/2020 1:05 PM DR A F T --- - - - -- :::J :::J - - - - - - - - ---- - - - ----- - - - - --- C Job No. 4xxxxxx (J-xxx Job Name)TEST SIGN-OFF SHEETS Project Name REAL I/O = NOT APPLICABLE ITEM REGISTER TAG DESCRIPTION Range AL A R M S U M M A R Y 0% o r O N 50 % 10 0 % DROP-RACK- SLOT-POINT 0% o r P a n e l O N 50 % o r A n n . B L I N K 10 0 % o r A n n . O N 0% o r O N 50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0%50 % 10 0 % 0%50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d COMMENT SIGN-OFF FIELD PUMPS GROUP A/M PROCESS OVERVIEW INPUT OUTPUT LCP LCPA\FIELD RUNTIME OR SUM. CONFIG TRENDPUMP #PUMP/VLV DETAIL TUNING PUMP # / VLV A/M 910 00078 55FYL560P CLEANING LCP DISABLED D02-R01-S08-P14 911 10010 55FHS560J CLEANING LCP ACTIVATE D02-R01-S03-P10 912 00077 55FYL560J CLEANING LCP ACTIVATED D02-R01-S08-P13 913 914 00081 55FYL560A CLEANING LCPA READY D03-R01-S10-P01 915 00082 55FYL560N CLEANING LCPA ACTIVATED D03-R01-S10-P02 916 10097 55FHS560K CLEANING LCPA PREPARE D03-R01-S08-P01 917 00083 55FYL560K CLEANING LCPA PREPARED D03-R01-S10-P03 918 10098 55FHS560L CLEANING LCPA START D03-R01-S08-P02 919 00084 55FYL560L CLEANING LCPA STARTED D03-R01-S10-P04 920 10099 55FHS560M CLEANING LCPA END D03-R01-S08-P03 921 00085 55FYL560M CLEANING LCPA ENDED D03-R01-S10-P05 922 923 10101 55FHS560P PUMPS VS LCPA SPEED SETPT DN D03-R01-S08-P05 924 10100 55FHS560N PUMPS VS LCPA SPEED SETPT UP D03-R01-S08-P04 925 40014 55FSI560 PUMPS VS LCPA SPEED D04-R01-S09-P02 926 927 04021 55FPK100_CAM PUMPS CLEANING MODE 928 44021 55FPL100_STA PUMPS CLEANING STATUS 929 930 10180 55FLSH024 DRYWELL HI LEVEL D05-R01-S06-P04 931 04212 55FLSH024_ALA DRYWELL HI LEVEL ALARM 932 02125 55FLSH024_ALH DRYWELL ALARM ACK HMI 933 04213 55FLSH024_ALK DRYWELL ALARM ACK 934 00052 55FLAH024 DRYWELL HI LEVEL ALM D02-R01-S07-P04 935 936 10163 55FLSH029 SUMP HI LEVEL D05-R01-S05-P03 937 04214 55FLSH029_ALA SUMP HI LEVEL ALARM 938 02126 55FLSH029_ALH SUMP ALARM ACK HMI 939 04215 55FLSH029_ALK SUMP ALARM ACK 940 00053 55FLAH029 SUMP HI LEVEL ALM D02-R01-S07-P05 941 942 10162 55FYS020 SUMP PUMP 1 ON D05-R01-S05-P02 943 04216 55FYS020_ON SUMP PUMP 1 ON 944 44134 55FYS020_SYM SUMP PUMP 1 SYMBOL DISPLAY 0-4095 945 00015 55FYL020A SUMP PUMP 1 ON D02-R01-S04-P15 946 947 44137 55FYS020_RTC SUMP PUMP 1 RUNTME CURR DAY 0-999.9 HOURS 948 44138 55FYS020_RTP SUMP PUMP 1 RUNTME PREV DAY 0-999.9 HOURS 949 44135 55FYS020_RTM SUMP PUMP 1 RUNTME CUMM MSD 0-9999 HRS x100 950 44136 55FYS020_RTL SUMP PUMP 1 RUNTME CUMM LSD 0-999.9 HOURS 951 02127 55FYS020_RTR SUMP PUMP 1 RUNTIME RESET 952 17410 Attachment - Sample Test Sheet Page 25 of 35 9/22/2020 1:05 PM DR A F T ~ ::] C C B [] ,_ Job No. 4xxxxxx (J-xxx Job Name)TEST SIGN-OFF SHEETS Project Name REAL I/O = NOT APPLICABLE ITEM REGISTER TAG DESCRIPTION Range AL A R M S U M M A R Y 0% o r O N 50 % 10 0 % DROP-RACK- SLOT-POINT 0% o r P a n e l O N 50 % o r A n n . B L I N K 10 0 % o r A n n . O N 0% o r O N 50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0%50 % 10 0 % 0%50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d COMMENT SIGN-OFF FIELD PUMPS GROUP A/M PROCESS OVERVIEW INPUT OUTPUT LCP LCPA\FIELD RUNTIME OR SUM. CONFIG TRENDPUMP #PUMP/VLV DETAIL TUNING PUMP # / VLV A/M 953 10178 55FYS025 SUMP PUMP 2 ON D05-R01-S06-P02 954 04217 55FYS025_ON SUMP PUMP 2 ON 955 44139 55FYS025_SYM SUMP PUMP 2 SYMBOL DISPLAY 0-4095 956 00016 55FYL025A SUMP PUMP 2 ON D02-R01-S04-P16 957 958 44142 55FYS025_RTC SUMP PUMP 2 RUNTME CURR DAY 0-999.9 HOURS 959 44143 55FYS025_RTP SUMP PUMP 2 RUNTME PREV DAY 0-999.9 HOURS 960 44140 55FYS025_RTM SUMP PUMP 2 RUNTME CUMM MSD 0-9999 HRS x100 961 44141 55FYS025_RTL SUMP PUMP 2 RUNTME CUMM LSD 0-999.9 HOURS 962 02128 55FYS025_RTR SUMP PUMP 2 RUNTIME RESET 963 964 10179 55FYS028B SUMP PUMPS TROUBLE D05-R01-S06-P03 965 04218 55FYS028B_ALA SUMP PUMPS TROUBLE ALARM 966 02129 55FYS028B_ALH SUMP PUMPS ALARM ACK HMI 967 04219 55FYS028B_ALK SUMP PUMPS ALARM ACK 968 00054 55FYA028B SUMP PUMPS TROUBLE ALM D02-R01-S07-P06 969 970 10164 55FHS059 DRYWELL FANS PAUSE D05-R01-S05-P04 971 17410 Attachment - Sample Test Sheet Page 26 of 35 9/22/2020 1:05 PM DR A F T 1=3 [] ,_ C Job No. 4xxxxxx (J-xxx Job Name)TEST SIGN-OFF SHEETS Project Name REAL I/O = NOT APPLICABLE ITEM REGISTER TAG DESCRIPTION Range AL A R M S U M M A R Y 0% o r O N 50 % 10 0 % DROP-RACK- SLOT-POINT 0% o r P a n e l O N 50 % o r A n n . B L I N K 10 0 % o r A n n . O N 0% o r O N 50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0%50 % 10 0 % 0%50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d COMMENT SIGN-OFF FIELD PUMPS GROUP A/M PROCESS OVERVIEW INPUT OUTPUT LCP LCPA\FIELD RUNTIME OR SUM. CONFIG TRENDPUMP #PUMP/VLV DETAIL TUNING PUMP # / VLV A/M 972 02134 55FFAN053_OSH DRYWELL SF1 OOS HMI 973 04227 55FFAN053_OSM DRYWELL SF1 OOS MODE 974 02135 55FFAN053_ISH DRYWELL SF1 INS HMI 975 04228 55FFAN053_ISM DRYWELL SF1 INS MODE 976 977 02131 55FFAN053_ONH DRYWELL SF1 ON HMI 978 04224 55FFAN053_ONM DRYWELL SF1 ON MODE 979 02132 55FFAN053_OFH DRYWELL SF1 OFF HMI 980 04225 55FFAN053_OFM DRYWELL SF1 OFF MODE 981 02133 55FFAN053_AUH DRYWELL SF1 AUTO HMI 982 04226 55FFAN053_AUM DRYWELL SF1 AUTO MODE 983 984 10165 55FHS053B DRYWELL SF1 REMOTE D05-R01-S05-P05 985 10167 55FYS053A DRYWELL SF1 READY D05-R01-S05-P07 986 987 04222 55FFAN053_DIS DRYWELL SF1 DISABLE MODE 988 04223 55FFAN053_WAT DRYWELL SF1 WAIT 989 990 10166 55FYS053 DRYWELL SF1 ON D05-R01-S05-P06 991 04229 55FFAN053_ON DRYWELL SF1 ON 992 993 00116 55FFAN053 DRYWELL SF1 RUN D06-R01-S03-P04 994 995 44145 55FFAN053_MOD DRYWELL SF1 MODE DISPLAY 0-4095 MODE 996 44144 55FFAN053_SYM DRYWELL SF1 SYMBOL DISPLAY 0-4095 SYMBOL 997 998 04230 55FFAN053_FAA DRYWELL SF1 FAIL ALARM 999 02137 55FFAN053_FAH DRYWELL SF1 FAIL ACK HMI 1000 04231 55FFAN053_FAK DRYWELL SF1 FAIL ALM ACK 1001 1002 10168 55FISH053 DRYWELL SF1 OVERLOAD D05-R01-S05-P08 1003 04232 55FFAN053_DRA DRYWELL SF1 DRIVE ALARM 1004 02138 55FFAN053_DAH DRYWELL SF1 DRIVE ACK HMI 1005 04233 55FFAN053_DRK DRYWELL SF1 DRIVE ALM ACK 1006 1007 04235 55FFAN053_COK DRYWELL SF1 COMMON ALM ACK 1008 04234 55FFAN053_COA DRYWELL SF1 COMMON ALARM 1009 02136 55FFAN053_ALR DRYWELL SF1 ALARM RESET HMI 1010 1011 44148 55FYS053_RTC DRYWELL SF1 RUNTME CURR DAY 0-999.9 HOURS 1012 44149 55FYS053_RTP DRYWELL SF1 RUNTME PREV DAY 0-999.9 HOURS 1013 44147 55FYS053_RTL DRYWELL SF1 RUNTME CUMM LSD 0-999.9 HOURS 1014 44146 55FYS053_RTM DRYWELL SF1 RUNTME CUMM MSD 0-9999 HRS x100 1015 02139 55FYS053_RTR DRYWELL SF1 RUNTIME RESET 1016 1017 10169 55FFSL054 DRYWELL SF1 LO FLOW D05-R01-S05-P09 1018 04236 55FFSL054_ALA DRYWELL SF1 LO FLOW ALARM 1019 02140 55FFSL054_ALH DRYWELL SF1 ALARM ACK HMI 1020 04237 55FFSL054_ALK DRYWELL SF1 ALARM ACK 1021 1022 00059 55FFAL054 DRYWELL SF1 TROUBLE ALM D02-R01-S07-P11 1023 17410 Attachment - Sample Test Sheet Page 27 of 35 9/22/2020 1:05 PM DR A F T ,- ,-- ,_ ,-- ,_ :::J [] :::J l:::J B :::J l:::J C C 9= :::J 9= n ,_ C Job No. 4xxxxxx (J-xxx Job Name)TEST SIGN-OFF SHEETS Project Name REAL I/O = NOT APPLICABLE ITEM REGISTER TAG DESCRIPTION Range AL A R M S U M M A R Y 0% o r O N 50 % 10 0 % DROP-RACK- SLOT-POINT 0% o r P a n e l O N 50 % o r A n n . B L I N K 10 0 % o r A n n . O N 0% o r O N 50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0%50 % 10 0 % 0%50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d COMMENT SIGN-OFF FIELD PUMPS GROUP A/M PROCESS OVERVIEW INPUT OUTPUT LCP LCPA\FIELD RUNTIME OR SUM. CONFIG TRENDPUMP #PUMP/VLV DETAIL TUNING PUMP # / VLV A/M 1024 02144 55FFAN051_OSH DRYWELL EF1 OOS HMI 1025 04243 55FFAN051_OSM DRYWELL EF1 OOS MODE 1026 02145 55FFAN051_ISH DRYWELL EF1 INS HMI 1027 04244 55FFAN051_ISM DRYWELL EF1 INS MODE 1028 1029 02141 55FFAN051_ONH DRYWELL EF1 ON HMI 1030 04240 55FFAN051_ONM DRYWELL EF1 ON MODE 1031 02142 55FFAN051_OFH DRYWELL EF1 OFF HMI 1032 04241 55FFAN051_OFM DRYWELL EF1 OFF MODE 1033 02143 55FFAN051_AUH DRYWELL EF1 AUTO HMI 1034 04242 55FFAN051_AUM DRYWELL EF1 AUTO MODE 1035 1036 10181 55FHS051B DRYWELL EF1 REMOTE D05-R01-S06-P05 1037 10183 55FYS051A DRYWELL EF1 READY D05-R01-S06-P07 1038 1039 04238 55FFAN051_DIS DRYWELL EF1 DISABLE MODE 1040 04239 55FFAN051_WAT DRYWELL EF1 WAIT 1041 1042 10182 55FYS051 DRYWELL EF1 ON D05-R01-S06-P06 1043 04245 55FFAN051_ON DRYWELL EF1 ON 1044 1045 00124 55FFAN051 DRYWELL EF1 RUN D06-R01-S04-P04 1046 1047 44151 55FFAN051_MOD DRYWELL EF1 MODE DISPLAY 0-4095 MODE 1048 44150 55FFAN051_SYM DRYWELL EF1 SYMBOL DISPLAY 0-4095 SYMBOL 1049 1050 04246 55FFAN051_FAA DRYWELL EF1 FAIL ALARM 1051 02147 55FFAN051_FAH DRYWELL EF1 FAIL ACK HMI 1052 04247 55FFAN051_FAK DRYWELL EF1 FAIL ALM ACK 1053 1054 10184 55FISH051 DRYWELL EF1 OVERLOAD D05-R01-S06-P08 1055 04248 55FFAN051_DRA DRYWELL EF1 DRIVE ALARM 1056 02148 55FFAN051_DAH DRYWELL EF1 DRIVE ACK HMI 1057 04249 55FFAN051_DRK DRYWELL EF1 DRIVE ALM ACK 1058 1059 04250 55FFAN051_COA DRYWELL EF1 COMMON ALARM 1060 04251 55FFAN051_COK DRYWELL EF1 COMMON ALM ACK 1061 02146 55FFAN051_ALR DRYWELL EF1 ALARM RESET HMI 1062 1063 44152 55FYS051_RTM DRYWELL EF1 RUNTME CUMM MSD 0-9999 HRS x100 1064 44153 55FYS051_RTL DRYWELL EF1 RUNTME CUMM LSD 0-999.9 HOURS 1065 44154 55FYS051_RTC DRYWELL EF1 RUNTME CURR DAY 0-999.9 HOURS 1066 44155 55FYS051_RTP DRYWELL EF1 RUNTME PREV DAY 0-999.9 HOURS 1067 02149 55FYS051_RTR DRYWELL EF1 RUNTIME RESET 1068 1069 10185 55FFSL052 DRYWELL EF1 LO FLOW D05-R01-S06-P09 1070 04252 55FFSL052_ALA DRYWELL EF1 LO FLOW ALARM 1071 02150 55FFSL052_ALH DRYWELL EF1 ALARM ACK HMI 1072 04253 55FFSL052_ALK DRYWELL EF1 ALARM ACK 1073 1074 00060 55FFAL052 DRYWELL EF1 TROUBLE ALM D02-R01-S07-P12 1075 17410 Attachment - Sample Test Sheet Page 28 of 35 9/22/2020 1:05 PM DR A F T ,- ,-- ,_ ,-- ,_ :::J [] :::J l:::J B :::J l:::J C C 9= :::J 9= n ,_ C Job No. 4xxxxxx (J-xxx Job Name)TEST SIGN-OFF SHEETS Project Name REAL I/O = NOT APPLICABLE ITEM REGISTER TAG DESCRIPTION Range AL A R M S U M M A R Y 0% o r O N 50 % 10 0 % DROP-RACK- SLOT-POINT 0% o r P a n e l O N 50 % o r A n n . B L I N K 10 0 % o r A n n . O N 0% o r O N 50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0%50 % 10 0 % 0%50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d COMMENT SIGN-OFF FIELD PUMPS GROUP A/M PROCESS OVERVIEW INPUT OUTPUT LCP LCPA\FIELD RUNTIME OR SUM. CONFIG TRENDPUMP #PUMP/VLV DETAIL TUNING PUMP # / VLV A/M 1076 10197 55FASH580 DRYWELL SMOKE D05-R01-S07-P05 1077 04220 55FAAH580_ALA DRYWELL SMOKE ALARM 1078 02130 55FAAH580_ALH DRYWELL ALARM ACK HMI 1079 04221 55FAAH580_ALK DRYWELL ALARM ACK 1080 00056 55FAAH580 DRYWELL SMOKE ALM D02-R01-S07-P08 1081 1082 30031 55FAIT050 WW GAS MONITOR % LEL 0-100 %LEL D06-R01-S08-P04 1083 44156 55FAIT050_LEL WW GAS MONITOR LEL 0-100 %LEL 1084 1085 42062 55FAIT050_LLS WW GAS MONITOR LOLO LEL SET 0-100 %LEL 1086 44160 55FAIT050_LLP WW GAS MONITOR LOLO LEL SP 0-100 %LEL 1087 04262 55FAIT050_LLA WW GAS MONITOR LOLO LEL ALM 1088 02155 55FAIT050_LLH WW GAS MONITOR LOLO LEL ACKHMI 1089 04263 55FAIT050_LLK WW GAS MONITOR LOLO LEL ALMACK 1090 1091 42061 55FAIT050_LS WW GAS MONITOR LO LEL SET 0-100 %LEL 1092 44159 55FAIT050_LP WW GAS MONITOR LO LEL SP 0-100 %LEL 1093 04260 55FAIT050_LA WW GAS MONITOR LO LEL ALM 1094 02154 55FAIT050_LH WW GAS MONITOR LO LEL ACKHMI 1095 04261 55FAIT050_LK WW GAS MONITOR LO LEL ALMACK 1096 1097 42060 55FAIT050_HS WW GAS MONITOR HI LEL SET 0-100 %LEL 1098 44158 55FAIT050_HP WW GAS MONITOR HI LEL SP 0-100 %LEL 1099 04258 55FAIT050_HA WW GAS MONITOR HI LEL ALM 1100 02153 55FAIT050_HH WW GAS MONITOR HI LEL ACKHMI 1101 04259 55FAIT050_HK WW GAS MONITOR HI LEL ALMACK 1102 00048 55FAAH050 WW GAS MONITOR HI LEL ALM D02-R01-S06-P16 1103 1104 42059 55FAIT050_HHS WW GAS MONITOR HIHI LEL SET 0-100 %LEL 1105 44157 55FAIT050_HHP WW GAS MONITOR HIHI LEL SP 0-100 %LEL 1106 04256 55FAIT050_HHA WW GAS MONITOR HIHI LEL ALM 1107 02152 55FAIT050_HHH WW GAS MONITOR HIHI LEL ACKHMI 1108 04257 55FAIT050_HHK WW GAS MONITOR HIHI LEL ALMACK 1109 00047 55FAAHH050 WW GAS MONITOR HIHI LEL ALM D02-R01-S06-P15 1110 1111 04265 55FAIT050_COK WW GAS MONITOR COMMON ALM ACK 1112 04264 55FAIT050_COA WW GAS MONITOR COMMON ALARM 1113 1114 10177 55FYS050B WW GAS MONITOR XMTR TRBL D05-R01-S06-P01 1115 04254 55FYS050B_ALA WW GAS MONITOR XMTR TRBL ALM 1116 02151 55FYS050B_ALH WW GAS MONITOR ALARM ACK HMI 1117 04255 55FYS050B_ALK WW GAS MONITOR ALARM ACK 1118 00049 55FYA050B WW GAS MONITOR XMTR TRBL ALM D02-R01-S07-P01 1119 1120 00117 55FYL042 PUMP STATION ENTRY SAFE D06-R01-S03-P05 1121 17410 Attachment - Sample Test Sheet Page 29 of 35 9/22/2020 1:05 PM DR A F T C C C 9= C Job No. 4xxxxxx (J-xxx Job Name)TEST SIGN-OFF SHEETS Project Name REAL I/O = NOT APPLICABLE ITEM REGISTER TAG DESCRIPTION Range AL A R M S U M M A R Y 0% o r O N 50 % 10 0 % DROP-RACK- SLOT-POINT 0% o r P a n e l O N 50 % o r A n n . B L I N K 10 0 % o r A n n . O N 0% o r O N 50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0%50 % 10 0 % 0%50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d COMMENT SIGN-OFF FIELD PUMPS GROUP A/M PROCESS OVERVIEW INPUT OUTPUT LCP LCPA\FIELD RUNTIME OR SUM. CONFIG TRENDPUMP #PUMP/VLV DETAIL TUNING PUMP # / VLV A/M 1122 10170 55FYS160 ELEC RM ACU-1 ON D05-R01-S05-P10 1123 04266 55FYS160_ON ELEC RM ACU-1 ON 1124 1125 44161 55FYS160_RTM ELEC RM ACU-1 RUNTME CUMM MSD 1126 44162 55FYS160_RTL ELEC RM ACU-1 RUNTME CUMM LSD 1127 44163 55FYS160_RTC ELEC RM ACU-1 RUNTME CURR DAY 1128 44164 55FYS160_RTP ELEC RM ACU-1 RUNTME PREV DAY 1129 02157 55FYS160_RTR ELEC RM ACU-1 RUNTIME RESET 1130 1131 10171 55FYS160B ELEC RM ACU-1 TROUBLE D05-R01-S05-P11 1132 04267 55FYS160B_ALA ELEC RM ACU-1 TROUBLE ALARM 1133 02156 55FYS160B_ALH ELEC RM ACU-1 ALARM ACK HMI 1134 04268 55FYS160B_ALK ELEC RM ACU-1 ALARM ACK 1135 1136 10198 55FYS162 ELEC RM ACU-2 ON D05-R01-S07-P06 1137 04269 55FYS162_ON ELEC RM ACU-2 ON 1138 1139 44165 55FYS162_RTM ELEC RM ACU-2 RUNTME CUMM MSD 1140 44166 55FYS162_RTL ELEC RM ACU-2 RUNTME CUMM LSD 1141 44167 55FYS162_RTC ELEC RM ACU-2 RUNTME CURR DAY 1142 44168 55FYS162_RTP ELEC RM ACU-2 RUNTME PREV DAY 1143 02159 55FYS162_RTR ELEC RM ACU-2 RUNTIME RESET 1144 1145 10199 55FYS162B ELEC RM ACU-2 TROUBLE D05-R01-S07-P07 1146 04270 55FYS162B_ALA ELEC RM ACU-2 TROUBLE ALARM 1147 02158 55FYS162B_ALH ELEC RM ACU-2 ALARM ACK HMI 1148 04271 55FYS162B_ALK ELEC RM ACU-2 ALARM ACK 1149 1150 00058 55FYA160B ELEC RM ACU TROUBLE ALM D02-R01-S07-P10 1151 1152 10186 55FTSH064 ELEC RM HI TMP D05-R01-S06-P10 1153 04272 55FTSH064_ALA ELEC RM HI TMP ALARM 1154 02160 55FTSH064_ALH ELEC RM ALARM ACK HMI 1155 04273 55FTSH064_ALK ELEC RM ALARM ACK 1156 00057 55FTAH064 ELEC RM HI TMP ALM D02-R01-S07-P09 1157 17410 Attachment - Sample Test Sheet Page 30 of 35 9/22/2020 1:05 PM DR A F T [] [] ,_ C [] [] ,_ C C Job No. 4xxxxxx (J-xxx Job Name)TEST SIGN-OFF SHEETS Project Name REAL I/O = NOT APPLICABLE ITEM REGISTER TAG DESCRIPTION Range AL A R M S U M M A R Y 0% o r O N 50 % 10 0 % DROP-RACK- SLOT-POINT 0% o r P a n e l O N 50 % o r A n n . B L I N K 10 0 % o r A n n . O N 0% o r O N 50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0%50 % 10 0 % 0%50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d COMMENT SIGN-OFF FIELD PUMPS GROUP A/M PROCESS OVERVIEW INPUT OUTPUT LCP LCPA\FIELD RUNTIME OR SUM. CONFIG TRENDPUMP #PUMP/VLV DETAIL TUNING PUMP # / VLV A/M 1158 10174 55FZSC126 CKT BKR UTIL CLOSED D05-R01-S05-P14 1159 04274 55FZSC126_STA CKT BKR UTIL CLOSED 1160 1161 10190 55FZSC126A CKT BKR MAIN CLOSED D05-R01-S06-P14 1162 04275 55FZSC126A_STA CKT BKR MAIN CLOSED 1163 1164 10175 55FZSC129 CKT BKR MCC A CLOSED D05-R01-S05-P15 1165 04276 55FZSC129_STA CKT BKR MCC A CLOSED 1166 1167 10191 55FZSC130 CKT BKR MCC B CLOSED D05-R01-S06-P15 1168 04277 55FZSC130_STA CKT BKR MCC B CLOSED 1169 1170 10194 55FHS126B ATS AUTO D05-R01-S07-P02 1171 04302 55FHS126B_STA ATS AUTO 1172 1173 10195 55FYS126B ATS STANDBY D05-R01-S07-P03 1174 04303 55FYS126B_STA ATS STANDBY 1175 1176 10196 55FESL126 ATS BUS DPN-A UNDER VOLT D05-R01-S07-P04 1177 04304 55FESL126_ALA ATS BUS DPN-A UNDER VOLT ALM 1178 02173 55FESL126_ALH ATS BUS DPN-A ALARM ACK HMI 1179 04305 55FESL126_ALK ATS BUS DPN-A ALARM ACK 1180 1181 10187 55FYS060J UPS BYPASS ON D05-R01-S06-P11 1182 00067 55FYA060J UPS BYPASS ON ALM D02-R01-S08-P03 1183 04280 55FYS060J_ALA UPS BYPASS ON ALARM 1184 02162 55FYS060J_ALH UPS BYPASS ALARM ACK HMI 1185 04281 55FYS060J_ALK UPS BYPASS ALARM ACK 1186 1187 10188 55FJSL060J UPS AC LINE TROUBLE D05-R01-S06-P12 1188 04278 55FJSL060J_ALA UPS AC LINE TROUBLE ALARM 1189 02161 55FJSL060J_ALH UPS AC LINE ALARM ACK HMI 1190 04279 55FJSL060J_ALK UPS AC LINE ALARM ACK 1191 1192 10173 55FYS060B UPS INVERTER TROUBLE D05-R01-S05-P13 1193 00068 55FYA060B UPS TROUBLE ALM D02-R01-S08-P04 1194 04282 55FYS060B_ALA UPS INVERTER TROUBLE ALARM 1195 02163 55FYS060B_ALH UPS INVERTER ALARM ACK HMI 1196 04283 55FYS060B_ALK UPS INVERTER ALARM ACK 1197 1198 10189 55FESL060 UPS BATTERY LOW D05-R01-S06-P13 1199 00069 55FEAL060 UPS BATTERY LOW ALM D02-R01-S08-P05 1200 04284 55FESL060_ALA UPS BATTERY LO ALARM 1201 02164 55FESL060_ALH UPS BATTERY ALARM ACK HMI 1202 04285 55FESL060_ALK UPS BATTERY ALARM ACK 1203 17410 Attachment - Sample Test Sheet Page 31 of 35 9/22/2020 1:05 PM DR A F T [] [] [] [] [] [] C C C C C Job No. 4xxxxxx (J-xxx Job Name)TEST SIGN-OFF SHEETS Project Name REAL I/O = NOT APPLICABLE ITEM REGISTER TAG DESCRIPTION Range AL A R M S U M M A R Y 0% o r O N 50 % 10 0 % DROP-RACK- SLOT-POINT 0% o r P a n e l O N 50 % o r A n n . B L I N K 10 0 % o r A n n . O N 0% o r O N 50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0%50 % 10 0 % 0%50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d COMMENT SIGN-OFF FIELD PUMPS GROUP A/M PROCESS OVERVIEW INPUT OUTPUT LCP LCPA\FIELD RUNTIME OR SUM. CONFIG TRENDPUMP #PUMP/VLV DETAIL TUNING PUMP # / VLV A/M 1204 10011 55FJSL068 INST PWR LCP TROUBLE D02-R01-S03-P11 1205 04286 55FJSL068_ALA INST PWR LCP TROUBLE ALARM 1206 02165 55FJSL068_ALH INST PWR LCP ALARM ACK HMI 1207 04287 55FJSL068_ALK INST PWR LCP ALARM ACK 1208 00072 55FJAL068 INST PWR LCP TROUBLE ALM D02-R01-S08-P08 1209 1210 10085 55FJSL068A INST PWR RIO A TROUBLE D03-R01-S07-P05 1211 04288 55FJSL068A_ALA INST PWR RIO A TROUBLE ALARM 1212 02166 55FJSL068A_ALH INST PWR RIO A ALARM ACK HMI 1213 04289 55FJSL068A_ALK INST PWR RIO A ALARM ACK 1214 00073 55FJAL068A INST PWR RIO A TROUBLE ALM D02-R01-S08-P09 1215 1216 10172 55FJSL068B INST PWR RIO B TROUBLE D05-R01-S05-P12 1217 04290 55FJSL068B_ALA INST PWR RIO B TROUBLE ALARM 1218 02167 55FJSL068B_ALH INST PWR RIO B ALARM ACK HMI 1219 04291 55FJSL068B_ALK INST PWR RIO B ALARM ACK 1220 00074 55FJAL068B INST PWR RIO B TROUBLE ALM D02-R01-S08-P10 1221 1222 10225 55FTSH084 GEN RM HI TMP D05-R01-S09-P01 1223 04306 55FTSH084_ALA GEN RM HI TMP ALARM 1224 02174 55FTSH084_ALH GEN RM ALARM ACK HMI 1225 04307 55FTSH084_ALK GEN RM ALARM ACK 1226 00066 55FTAH084 GEN RM HI TMP ALM D02-R01-S08-P02 1227 1228 10227 55FISH084 GEN RM EF3 OVERLOAD D05-R01-S09-P03 1229 04309 55FISH084_ALA GEN RM EF3 OVERLOAD ALARM 1230 02176 55FISH084_ALH GEN RM EF3 ALARM ACK HMI 1231 04310 55FISH084_ALK GEN RM EF3 ALARM ACK 1232 00061 55FYA084B GEN RM EF3 TROUBLE ALM D02-R01-S07-P13 1233 1234 10226 55FYS084 GEN RM EF3 ON D05-R01-S09-P02 1235 04308 55FYS084_ON GEN RM EF3 ON 1236 44169 55FYS084_SYM GEN RM EF3 SYMBOL DISPLAY 1237 1238 44170 55FYS084_RTM GEN RM EF3 RUNTME CUMM MSD 1239 44171 55FYS084_RTL GEN RM EF3 RUNTME CUMM LSD 1240 44172 55FYS084_RTC GEN RM EF3 RUNTME CURR DAY 1241 44173 55FYS084_RTP GEN RM EF3 RUNTME PREV DAY 1242 02175 55FYS084_RTR GEN RM EF3 RUNTIME RESET 1243 17410 Attachment - Sample Test Sheet Page 32 of 35 9/22/2020 1:05 PM DR A F T C C C C C B ,_ Job No. 4xxxxxx (J-xxx Job Name)TEST SIGN-OFF SHEETS Project Name REAL I/O = NOT APPLICABLE ITEM REGISTER TAG DESCRIPTION Range AL A R M S U M M A R Y 0% o r O N 50 % 10 0 % DROP-RACK- SLOT-POINT 0% o r P a n e l O N 50 % o r A n n . B L I N K 10 0 % o r A n n . O N 0% o r O N 50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0%50 % 10 0 % 0%50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d COMMENT SIGN-OFF FIELD PUMPS GROUP A/M PROCESS OVERVIEW INPUT OUTPUT LCP LCPA\FIELD RUNTIME OR SUM. CONFIG TRENDPUMP #PUMP/VLV DETAIL TUNING PUMP # / VLV A/M 1244 10213 55FHS080B GEN AUTO D05-R01-S08-P05 1245 04311 55FHS080B_STA GEN AUTO 1246 1247 10212 55FYS087 GEN ENG ON D05-R01-S08-P04 1248 04312 55FYS087_ON GEN ENG ON 1249 1250 44176 55FYS087_RTC GEN ENG RUNTME CURR DAY 1251 44175 55FYS087_RTL GEN ENG RUNTME CUMM LSD 1252 44174 55FYS087_RTM GEN ENG RUNTME CUMM MSD 1253 44177 55FYS087_RTP GEN ENG RUNTME PREV DAY 1254 02177 55FYS087_RTR GEN ENG RUNTIME RESET 1255 1256 10214 55FYS087K GEN ENG OVERCRANK D05-R01-S08-P06 1257 04313 55FYS087K_ALA GEN ENG OVERCRANK ALARM 1258 02178 55FYS087K_ALH GEN ENG ALARM ACK HMI 1259 04314 55FYS087K_ALK GEN ENG ALARM ACK 1260 1261 10215 55FYS080K GEN COM SHUTDN D05-R01-S08-P07 1262 04315 55FYS080K_ALA GEN COM SHUTDN ALM 1263 02179 55FYS080K_ALH GEN ALARM ACK HMI 1264 04316 55FYS080K_ALK GEN ALARM ACK 1265 00064 55FYA080B GEN TROUBLE ALM D02-R01-S07-P16 1266 1267 10216 55FYS087B GEN MECH TROUBLE D05-R01-S08-P08 1268 04317 55FYS087B_ALA GEN MECH TROUBLE ALM 1269 02180 55FYS087B_ALH GEN MECH ALARM ACK HMI 1270 04318 55FYS087B_ALK GEN MECH ALARM ACK 1271 1272 10217 55FTSH181 GEN STATOR HI TMP D05-R01-S08-P09 1273 04319 55FTSH181_ALA GEN STATOR HI TMP ALARM 1274 02181 55FTSH181_ALH GEN STATOR ALARM ACK HMI 1275 04320 55FTSH181_ALK GEN STATOR ALARM ACK 1276 1277 10218 55FZSC080A GEN CKT BKR CLOSED D05-R01-S08-P10 1278 04321 55FZSC080A_STA GEN CKT BKR CLOSED 1279 1280 10219 55FISH080A GEN CKT BKR TRIPPED D05-R01-S08-P11 1281 04322 55FISH080A_ALA GEN CKT BKR TRIPPED ALARM 1282 02182 55FISH080A_ALH GEN CKT BKR ALARM ACK HMI 1283 04323 55FISH080A_ALK GEN CKT BKR ALARM ACK 1284 1285 10209 55FLSH091 GEN TANK LEAK D05-R01-S08-P01 1286 04324 55FLSH091_ALA GEN TANK LEAK ALARM 1287 02183 55FLSH091_ALH GEN TANK ALARM ACK HMI 1288 04325 55FLSH091_ALK GEN TANK ALARM ACK 1289 1290 10210 55FESL083 GEN BATT LO VOLT D05-R01-S08-P02 1291 04326 55FESL083_ALA GEN BATT LO VOLT ALARM 1292 02184 55FESL083_ALH GEN BATT ALARM ACK HMI 1293 04327 55FESL083_ALK GEN BATT ALARM ACK 1294 17410 Attachment - Sample Test Sheet Page 33 of 35 9/22/2020 1:05 PM DR A F T [] [] ,_ C C C C C C C Job No. 4xxxxxx (J-xxx Job Name)TEST SIGN-OFF SHEETS Project Name REAL I/O = NOT APPLICABLE ITEM REGISTER TAG DESCRIPTION Range AL A R M S U M M A R Y 0% o r O N 50 % 10 0 % DROP-RACK- SLOT-POINT 0% o r P a n e l O N 50 % o r A n n . B L I N K 10 0 % o r A n n . O N 0% o r O N 50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0%50 % 10 0 % 0%50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d COMMENT SIGN-OFF FIELD PUMPS GROUP A/M PROCESS OVERVIEW INPUT OUTPUT LCP LCPA\FIELD RUNTIME OR SUM. CONFIG TRENDPUMP #PUMP/VLV DETAIL TUNING PUMP # / VLV A/M 1295 10211 55FYS083B GEN BATT CHRG TROUBLE D05-R01-S08-P03 1296 04328 55FYS083B_ALA GEN BATT CHRG TROUBLE ALARM 1297 02185 55FYS083B_ALH GEN BATT CHRG ALARM ACK HMI 1298 04329 55FYS083B_ALK GEN BATT CHRG ALARM ACK 1299 1300 04330 55FGEN080_COA GEN COMMON ALARM 1301 04331 55FGEN080_COK GEN COMMON ALM ACK 1302 1303 04387 55FGEN080_ALM GEN COMM FAIL ALARM 1304 1305 30020 55FIT080A GEN PHASE A AMPS D06-R01-S07-P02 1306 44178 55FIT080A_CUR GEN PHASE A AMPS 1307 30030 55FIT080B GEN PHASE B AMPS D06-R01-S08-P03 1308 44179 55FIT080B_CUR GEN PHASE A AMPS 1309 30021 55FIT080C GEN PHASE C AMPS D06-R01-S07-P03 1310 44180 55FIT080C_CUR GEN PHASE A AMPS 1311 1312 30029 55FLIT090 GEN TANK LEVEL D06-R01-S08-P02 1313 44181 55FLIT090_LVL GEN TANK LEVEL 1314 40022 55FLI090 GEN TANK LEVEL D06-R01-S09-P02 1315 1316 42063 55FLIT090_HHS GEN TANK HIHI LVL SET 1317 44182 55FLIT090_HHP GEN TANK HIHI LVL SP 1318 04332 55FLIT090_HHA GEN TANK HIHI LVL ALM 1319 02186 55FLIT090_HHH GEN TANK HIHI LVL ACKHMI 1320 04333 55FLIT090_HHK GEN TANK HIHI LVL ALMACK 1321 1322 42064 55FLIT090_HS GEN TANK HI LVL SET 1323 44183 55FLIT090_HP GEN TANK HI LVL SP 1324 04334 55FLIT090_HA GEN TANK HI LEVEL ALM 1325 02187 55FLIT090_HH GEN TANK HI LVL ACKHMI 1326 04335 55FLIT090_HK GEN TANK HI LVL ALMACK 1327 00062 55FLAH090 GEN TANK HI LEVEL ALM D02-R01-S07-P14 1328 00118 55FLAH090A GEN TANK HI LEVEL ALM D06-R01-S03-P06 1329 1330 42065 55FLIT090_LS GEN TANK LO LVL SET 1331 44184 55FLIT090_LP GEN TANK LO LVL SP 1332 04336 55FLIT090_LA GEN TANK LO LVL ALM 1333 02188 55FLIT090_LH GEN TANK LO LVL ACKHMI 1334 04337 55FLIT090_LK GEN TANK LO LVL ALMACK 1335 00063 55FLAL090 GEN TANK LO LEVEL ALM D02-R01-S07-P15 1336 1337 42066 55FLIT090_LLS GEN TANK LOLO LVL SET 1338 44185 55FLIT090_LLP GEN TANK LOLO LVL SP 1339 04338 55FLIT090_LLA GEN TANK LOLO LVL ALM 1340 02189 55FLIT090_LLH GEN TANK LOLO LVL ACKHMI 1341 04339 55FLIT090_LLK GEN TANK LOLO LVL ALMACK 1342 1343 04340 55FLIT090_COA GEN TANK COMMON ALARM 1344 04341 55FLIT090_COK GEN TANK COMMON ALM ACK 1345 17410 Attachment - Sample Test Sheet Page 34 of 35 9/22/2020 1:05 PM DR A F T C C C n Job No. 4xxxxxx (J-xxx Job Name)TEST SIGN-OFF SHEETS Project Name REAL I/O = NOT APPLICABLE ITEM REGISTER TAG DESCRIPTION Range AL A R M S U M M A R Y 0% o r O N 50 % 10 0 % DROP-RACK- SLOT-POINT 0% o r P a n e l O N 50 % o r A n n . B L I N K 10 0 % o r A n n . O N 0% o r O N 50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d 0%50 % 10 0 % 0%50 % 10 0 % 0% o r O N 50 % o r A L M B l i n k 10 0 % o r A L M S o l i d COMMENT SIGN-OFF FIELD PUMPS GROUP A/M PROCESS OVERVIEW INPUT OUTPUT LCP LCPA\FIELD RUNTIME OR SUM. CONFIG TRENDPUMP #PUMP/VLV DETAIL TUNING PUMP # / VLV A/M 1346 10193 55FJSL039 PUMP STATION POWER FAIL D05-R01-S07-P01 1347 04292 55FJSL039_ALA PUMP STATION POWER FAIL ALM 1348 02168 55FJSL039_ALH PUMP STATION ALARM ACK HMI 1349 04293 55FJSL039_ALK PUMP STATION ALARM ACK 1350 1351 04382 55FPMON039_ALM POWER MONITOR COMM FAIL ALARM 1352 1353 44187 55FEIT039_VLT POWER MONITOR VOLTS 1354 44188 55FIIT039_AMP POWER MONITOR AMPS 1355 44189 55FJIT039_KW POWER MONITOR KILOWATTS 1356 44190 55FQJIT039_KWM POWER MONITOR KILOWATT-HR MSD 1357 44191 55FQJIT039_KWL POWER MONITOR KILOWATT-HR LSD 1358 44192 55FQJIT039A_KVM POWER MONITOR KILOVAR-HR MSD 1359 44193 55FQJIT039A_KVL POWER MONITOR KILOVAR-HR LSD 1360 1361 10086 55FZSC062 ELECTRIC RM INTRUSION D03-R01-S07-P06 1362 04294 55FZSC062_ALA ELECTRIC RM INTRUSION ALARM 1363 02169 55FZSC062_ALH ELECTRIC RM ALARM ACK HMI 1364 04295 55FZSC062_ALK ELECTRIC RM ALARM ACK 1365 1366 10087 55FZSC062A DRYWELL INTRUSION D03-R01-S07-P07 1367 04296 55FZSC062A_ALA DRYWELL INTRUSION ALARM 1368 02170 55FZSC062A_ALH DRYWELL ALARM ACK HMI 1369 04297 55FZSC062A_ALK DRYWELL ALARM ACK 1370 00070 55FZA062A DRYWELL INTRUSION ALM D02-R01-S08-P06 1371 1372 10088 55FZSC062C GEN RM INTRUSION D03-R01-S07-P08 1373 04298 55FZSC062C_ALA GEN RM INTRUSION ALARM 1374 02171 55FZSC062C_ALH GEN RM ALARM ACK HMI 1375 04299 55FZSC062C_ALK GEN RM ALARM ACK 1376 00065 55FZA062C GEN BUILDING INTRUSION ALM D02-R01-S08-P01 1377 1378 10089 55FZSC062B EXTERNL PANELS INTRUSION D03-R01-S07-P09 1379 04300 55FZSC062B_ALA EXTERNL PANELS INTRUSION ALARM 1380 02172 55FZSC062B_ALH EXTERNL PANELS ALARM ACK HMI 1381 04301 55FZSC062B_ALK EXTERNL PANELS ALARM ACK 1382 00071 55FZA062B EXTERNL PANELS INTRUSION ALM D02-R01-S08-P07 1383 1384 10001 55FHS037J LCP PANEL LAMP TEST D02-R01-S03-P01 1385 1386 00076 55FYA079B PLC TROUBLE ALM D02-R01-S08-P12 1387 1388 44186 55FU079_STA PUMP STATION STATUS 1389 17410 Attachment - Sample Test Sheet Page 35 of 35 9/22/2020 1:05 PM DR A F T C C C C C C [] Job No.Project Name PLC Name Programming Flow Chart DO 02xxx DI 04xxx INT 07xxx AO 42xxx AI 44xxx INT 47xxx 1 SWS-C08 DIAGNOSTICS TEMPLATE LOGIC(SWS-C08 V2.41)10EU079 02001 04001 06001 42001 44001 46001 2 CUSTOM CUSTOM LOGIC - LOCAL PANEL INPUTS TEST PUSH BUTTON Combine the test push button with an off delay timer so that the test logic remains on for a hard coded time delay once the Operator releases the button. This coil is connected to each of the panel and annunciator lights to allow the operator to activate all PLC controlled lights on the FCP panel by pressing the test push button.10254 10EHS037J DIV FCP PANEL 07001 47001 DIVERSION BOX LEVELS, FLOWS AND POWER LOSS 3 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Diversion Box Ultrasonic Fail 10241 10EYS672B DIV BOX SONIC 02021 04021 47002 4 SWS-C12A TRANSMITTER SIGNALS TEMPLATE LOGIC(SWS-C12A V1.30) Diversion Box Ultrasonic Level, use Ultrasonic Fail alarm for external alarm input.30037 10ELIT672 DIV BOX SONIC 02022 04023 07003 42021 44021 47003 5 CUSTOM CUSTOM LOGIC - KNOTT VALVE POSITIONS FOR HOURS 0 - 15 Block move operator entered setpoints for Knott Valve positions from HMI input to output for hours 0 to 15.10EVB671 DIV KNOT VLV 42025 44026 6 CUSTOM CUSTOM LOGIC - KNOTT VALVE POSITIONS FOR HOURS 16 - 23 Block move operator entered setpoints for Knott Valve positions from HMI input to output for hours 16 to 23.10EVB671 DIV KNOT VLV 42041 44042 7 CUSTOM CUSTOM LOGIC - KNOTT TABLE TO REGISTER MOVE FOR AUTOMATIC CTRL Copy hour from time of day clock to Table to Register Move index register. Table to register move which transfers valve position to output register based on hour time of day (0 - 23) with top and middle inputs tied to power so instruction doesn't increment itself (change in hours moves pointer).10EVB671 DIV KNOT VLV 07008 47018 8 SWS-C15A AUTO/MANUAL STATION TEMPLATE LOGIC(SWS-C15A V1.01)Knott Valve 10EVA671 DIV KNOT VLV 02026 04033 07010 42049 44050 47020 9 SWS-C06B VALVE CONTROL, MODULATING TEMPLATE LOGIC(SWS-C06B V2.01) Knott Valve, modify so that loss of power (latched trouble alarm) does not close valve. Change Wait Mode BLKM so that Position Buffer is feed back into itself instead of a value of 0.40019 10EFV671 DIV KNOT VLV 02028 04035 07012 44052 47021 10 CUSTOM CUSTOM LOGIC - BUSHARD VALVE POSITIONS FOR HOURS 0 - 16 Block move operator entered setpoints for Bushard Valve positions from HMI input to output for hours 0 to 16.10EVB676 DIV BUSH VLV 42050 44055 11 CUSTOM CUSTOM LOGIC - BUSHARD VALVE POSITIONS FOR HOURS 17 - 23 Block move operator entered setpoints for Bushard Valve positions from HMI input to output for hours 17 to 23.10EVB676 DIV BUSH VLV 42066 44071 12 CUSTOM CUSTOM LOGIC - BUSHARD TABLE TO REGISTER MOVE TO AUTOMATIC CTRL Copy hour from time of day clock to Table to Register Move index register. Table to register move which transfers valve position to output register based on hour time of day (0 - 23) with top and middle inputs tied to power so instruction doesn't increment itself (change in hours moves pointer).10EVB676 DIV BUSH VLV 07017 47042 13 SWS-C15A AUTO/MANUAL STATION TEMPLATE LOGIC(SWS-C15A V1.01)Bushard Valve 10EVA676 DIV BUSH VLV 02033 04046 07019 42074 44079 47044 14 SWS-C06B VALVE CONTROL, MODULATING TEMPLATE LOGIC(SWS-C06B V2.01) Bushard Valve, modify so that loss of power (latched trouble alarm) does not close valve. Change Wait Mode BLKM so that Position Buffer is feed back into itself instead of a value of 0.40021 10EFV676 DIV BUSH VLV 02035 04048 07021 44081 47045 15 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Knott 1 Flow Transmitter Trouble, inhibit if Knott Valve is not open.10246 10EYS674B DIV KNOT 1 FLO 02040 04059 47066 16 SWS-C12A TRANSMITTER SIGNALS TEMPLATE LOGIC(SWS-C12A V1.30) Knott 1 Flowmeter, inhibit Low and Low Low flow alarms when Knott Vavle is closed, use Tranmsitter Trouble Alarm for external alarm input. 30040 10EFIT674 DIV KNOT 1 02041 04061 07026 42075 44084 47067 17 SWS-C19 TOTALIZER TEMPLATE LOGIC(SWS-C19 V1.11)Knott 1 Flowmeter, inhibit when Knott Valve is not open.30040 10EFIT674 DIV KNOT 1 07031 44089 47082 18 SWS-C12C TRANSMITTER SIGNALS TEMPLATE LOGIC(SWS-C12C V1.02)Knott 1 Level (from Flow Meter).30041 10ELIT674 DIV KNOT 1 44099 47108 19 SWS-C12C TRANSMITTER SIGNALS TEMPLATE LOGIC(SWS-C12C V1.02)Knott 1 Velocity (from Flow Meter).30042 10ESIT674 DIV KNOT 1 44100 47115 20 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Knott 2 Flow Transmitter Trouble, inhibit if Knott Valve is not open 10261 10EYS675B DIV KNOT 2 FLO 02045 04071 47122 21 SWS-C12A TRANSMITTER SIGNALS TEMPLATE LOGIC(SWS-C12A V1.30) Knott 2 Flowmeter, inhibit Low and Low Low flow alarms when Knott Vavle is closed, use Tranmsitter Trouble Alarm for external alarm input. 30049 10EFIT675 DIV KNOT 2 02046 04073 07032 42079 44101 47123 22 SWS-C19 TOTALIZER TEMPLATE LOGIC(SWS-C19 V1.11)Knott 2 Flowmeter, inhibit when Knott Valve is not open.30049 10EFIT675 DIV KNOT 2 07037 44106 47138 23 SWS-C12C TRANSMITTER SIGNALS TEMPLATE LOGIC(SWS-C12C V1.02)Knott 2 Level (from Flow Meter).30050 10ELIT675 DIV KNOT 2 44116 47164 24 SWS-C12C TRANSMITTER SIGNALS TEMPLATE LOGIC(SWS-C12C V1.02)Knott 2 Velocity (from Flow Meter).30052 10ESIT675 DIV KNOT 2 44117 47171 25 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Bushard Flow Transmitter Trouble, inhibit if Bushard Valve is not open.10260 10EYS673B DIV BUSH FLO 02050 04083 47178 26 SWS-C12A TRANSMITTER SIGNALS TEMPLATE LOGIC(SWS-C12A V1.30) Bushard Flowmeter, inhibit Low and Low Low flow alarms when Bushard Vavle is closed, use Tranmsitter Trouble Alarm for external alarm input.30047 10EFIT673 DIV BUSH 02051 04085 07038 42083 44118 47179 REGISTER NUMBERCOMMENT LOOP TAG NUMBER (DESC1) EQUIPMENT NAME (DESC2) BLOCK NUMBER TEMPLATE NAME TEMPLATE PAGE TITLE DESCRIPTION REGISTER STARTING ADDRESS MOD 17410 Attachment D - Sample Program Flowchart Page 1 of 14 Aug 25, 2020 DR A F T Job No.Project Name PLC Name Programming Flow Chart DO 02xxx DI 04xxx INT 07xxx AO 42xxx AI 44xxx INT 47xxx REGISTER NUMBERCOMMENT LOOP TAG NUMBER (DESC1) EQUIPMENT NAME (DESC2) BLOCK NUMBER TEMPLATE NAME TEMPLATE PAGE TITLE DESCRIPTION REGISTER STARTING ADDRESS MOD 27 SWS-C19 TOTALIZER TEMPLATE LOGIC(SWS-C19 V1.11)Bushard Flowmeter, inhibit when Bushard Valve is not open.30047 10EFIT673 DIV BUSH 07043 44123 47194 28 SWS-C12C TRANSMITTER SIGNALS TEMPLATE LOGIC(SWS-C12C V1.02)Bushard Level (from Flow Meter).30048 10ELIT673 DIV BUSH 44133 47220 29 SWS-C12C TRANSMITTER SIGNALS TEMPLATE LOGIC(SWS-C12C V1.02)Bushard Velocity (from Flow Meter).30051 10ESIT673 DIV BUSH 44134 47227 DIVERSION BOX CONTROLS 30 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Diversion Box Gas Monitor Trouble Alarm 10242 10EYS677B DIV BOX GAS 02055 04095 47234 31 SWS-C12A TRANSMITTER SIGNALS TEMPLATE LOGIC(SWS-C12A V1.30) Diversion Box Gas Monitor Level inhibit Hi and HiHi when Trouble Alarm is active and deactivate Lo and LoLo Alarms, use Transmitter Trouble Alarm for external alarm input.30038 10EAIT677 DIV BOX GAS 02056 04097 07044 42087 44135 47235 32 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Diversion Box Electrical Room Hi Sump Level 10247 10ELSH684 DIV SUMP 02060 04107 47250 33 CUSTOM CUSTOM LOGIC - SUPPLY FAN ON TO HMI Diversion Box Electrical Room Suppy Fan, send On signal to HMI.10248 10EYS691 DIV SF1 04109 34 SWS-C13 MOTOR RUNTIME TEMPLATE LOGIC(SWS-C13 V1.02)Diversion Box Electrical Room Supply Fan Runtime 10248 10EYS691 DIV SF1 02061 07049 44140 47251 35 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Diversion Box Electrical Room Supply Fan Overload 10249 10EISH691 DIV SF1 02061 04110 47251 36 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10) Diversion Box Electrical Room Supply Fan Low Flow, inhibit when Supply Fan is not On.10250 10EFSL692 DIV SF1 02062 04112 47252 37 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Diversion Box Electrical Room UPS Trouble 10252 10EYS678B DIV UPS 02063 04114 47253 38 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Diversion Box Electrical Room UPS AC Fail 10262 10EJSL678 DIV UPS AC 02064 04116 47254 39 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Diversion Box Electrical Room UPS Bypass Alarm 10263 10EYS678J DIV UPS BYPASS 02065 04118 47255 40 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Diversion Box Electrical Room UPS Low Battery 10264 10EESL678 DIV UPS BATT 02066 04120 47256 41 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10) Diversion Box Electrical Room LCP Panel Instrument Power Supply Trouble 10265 10EJSL687 DIV INST POWER 02067 04122 47257 42 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Diversion Box Electrical Room Power Fail 10253 10EYS695 DIV 02068 04124 47258 43 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Diversion Box Electrical Room Intrusion 10251 10EZSC686 DIV ELEC RM 02069 04126 47259 44 CUSTOM CUSTOM LOGIC - DIV KNOTT VLV AND KNOTT 1 FLO XMTR ANNUNCIATOR ALM Diversion Box Knott Valve Trouble Alarm output to annunciator. Note: All Alarms going to the annunciator are setup so that the Alarm contact is in series with the 1 second toggle coil causing the alarm to blink, then in parallel connect the acknowledge with no toggle so the output stays on until the acknowledge clears and in parallel with the alarm and acknoledge connect the lamp test contact.49 10EYA671B DIV KNOT VLV 45 CUSTOM CUSTOM LOGIC - DIV KNOTT VLV AND KNOTT 1 FLO XMTR ANNUNCIATOR ALM Diversion Box Knott 1 Flow XMTR Trouble Alarm output to annunciator.50 10EYA674B DIV KNOT 1 FLO 46 CUSTOM CUSTOM LOGIC - DIV KNOTT 2 FLO XMTR AND PLC TRBL ANNUNCIATOR ALM Diversion Box Knott 2 Flow XMTR Trouble Alarm output to annunciator.51 10EYA675B DIV KNOT 2 FLO 47 CUSTOM CUSTOM LOGIC - DIV KNOTT 2 FLO XMTR AND PLC TRBL ANNUNCIATOR ALM Diversion Box PLC Trouble Alarm output to annunciator. Sum up, PLC Battery Fail, Memory Protect Off, PLC All Modules Not Healthy, PLC Drops Not Communicating, PLC Hot Standby Problem, PLC Controller B Primary, PLC Controller Logic Mis-match. Output is energized for normal condition, so series all contacts using normally closed contacts. Lamp Test is in series instead of parallel.52 10EYA079 PLC 48 CUSTOM CUSTOM LOGIC - DIV BUSHARD VALVE AND FLOW XMTR ANNUNCIATOR ALARM Diversion Box Bushard Valve Trouble Alarm output to annunciator.53 10EYA676B DIV BUSH VLV 49 CUSTOM CUSTOM LOGIC - DIV BUSHARD VALVE AND FLOW XMTR ANNUNCIATOR ALARM Diversion Box Bushard Flow XMTR Trouble Alarm output to annunciator.54 10EYA673B DIV BUSH FLO 50 CUSTOM CUSTOM LOGIC - SONIC HI AND HIHI LEVEL COMMON ALARM Diversion Box Sonic HI and HI HI Level Alarms are summed together to produce a common alarm signal for the HI and HI HI.10ELIT672 DIV BOX SONIC 07050 51 CUSTOM CUSTOM LOGIC - DIV BOX SONIC HI LEVEL AND XMTR ANNUNCIATOR ALARM Diversion Box Sonic High Level Common Alarm output to annunciator.55 10ELAH672 DIV BOX SONIC 52 CUSTOM CUSTOM LOGIC - DIV BOX SONIC HI LEVEL AND XMTR ANNUNCIATOR ALARM Diversion Box Sonic XMTR Trouble Alarm output to annunciator.56 10EYA672B DIV BOX SONIC 53 CUSTOM CUSTOM LOGIC - DIV BOX GAS HIHI AND HI ANNUNCIATOR ALARM Diversion Box Gas Transmitter HI HI LEL Alarm output to annunciator.57 10EAAHH677 DIV BOX GAS 54 CUSTOM CUSTOM LOGIC - DIV BOX GAS HIHI AND HI ANNUNCIATOR ALARM Diversion Box Gas Transmitter HI LEL Alarm output to annunciator.58 10EAAH677 DIV BOX GAS 55 CUSTOM CUSTOM LOGIC - DIV BOX GAS XMTR TRBL AND HI SUMP ANNUNCIATOR ALM Diversion Box Gas XMTR Trouble Alarm output to annunciator.59 10EYA677B DIV BOX GAS 56 CUSTOM CUSTOM LOGIC - DIV BOX GAS XMTR TRBL AND HI SUMP ANNUNCIATOR ALM Diversion Box HI Sump Level Alarm output to annunciator.60 10ELAH684 DIV SUMP 57 CUSTOM CUSTOM LOGIC - DIV BOX UPS BYPASS ON AND TROUBLE ANNUNCIATOR ALM Diversion Box UPS Bypass On Alarm output to annunciator.61 10EYA678J DIV UPS BYPASS 58 CUSTOM CUSTOM LOGIC - DIV BOX UPS BYPASS ON AND TROUBLE ANNUNCIATOR ALM Diversion Box UPS Trouble Alarm output to annunciator.62 10EYA678B DIV UPS 59 CUSTOM CUSTOM LOGIC - DIV UPS BATT LO AND INST PWR FAIL ANNUNCIATOR ALM Diversion Box UPS Battery LO Alarm output to annunciator.63 10EEAL678 DIV UPS BATT 60 CUSTOM CUSTOM LOGIC - DIV UPS BATT LO AND INST PWR FAIL ANNUNCIATOR ALM Diversion Box Instrumenation Power Fail Alarm output to annunciator.64 10EJAL687 DIV INST POWER 17410 Attachment D - Sample Program Flowchart Page 2 of 14 Aug 25, 2020 DR A F T Job No.Project Name PLC Name Programming Flow Chart DO 02xxx DI 04xxx INT 07xxx AO 42xxx AI 44xxx INT 47xxx REGISTER NUMBERCOMMENT LOOP TAG NUMBER (DESC1) EQUIPMENT NAME (DESC2) BLOCK NUMBER TEMPLATE NAME TEMPLATE PAGE TITLE DESCRIPTION REGISTER STARTING ADDRESS MOD 61 CUSTOM CUSTOM LOGIC - DIV BOX SONIC LEVEL DISPLAY Diversion Box Sonic Level display, move analog input signal to analog output register for display on panel front analog display. Note: For all front panel displays move input to output until the Lamp Test button is pressed, when the Lamp Test is pressed suspend moving the analog input to the analog output and instead alternate the display every 2 seconds, using the 2 second toggle contact, between 0 and 4095.40017 10ELI672 DIV BOX SONIC 62 CUSTOM CUSTOM LOGIC - DIV BOX GAS LEL DISPLAY Diversion Box Gas Monitor LEL Level display, move analog input signal to analog output register for display on panel front analog display. 40018 10EAI677 DIV BOX GAS 63 CUSTOM CUSTOM LOGIC - DIV BOX KNOTT VALVE POSITION DISPLAY Diversion Box Knott Valve Position display, move analog input signal to analog output register for display on panel front analog display.40020 10EZI671 DIV KNOT VLV 64 CUSTOM CUSTOM LOGIC - DIV BOX BUSHARD VALVE POSITION DISPLAY Diversion Box Bushard Valve Position display, move analog input signal to analog output register for display on panel front analog display.40022 10EZI676 DIV BUSH VLV 65 CUSTOM CUSTOM LOGIC - DIV BOX KNOTT 1 FLOW DISPLAY Diversion Box Knott 1 Flow Meter Flow display, move analog input signal to analog output register for display on panel front analog display when flow meter Flow Total coil is enabled, when coil is off move a value of 0 to the display.40023 10EFI674 DIV KNOT 1 66 CUSTOM CUSTOM LOGIC - DIV BOX KNOTT 1 LEVEL DISPLAY Diversion Box Knott 1 Flow Meter Level display, move analog input signal to analog output register for display on panel front analog display.40024 10ELI674 DIV KNOT 1 67 CUSTOM CUSTOM LOGIC - DIV BOX BUSHARD FLOW DISPLAY Diversion Box Bushard Flow Meter Flow display, move analog input signal to analog output register for display on panel front analog display when flow meter Flow Total coil is enabled, when coil is off move a value of 0 to the display.40025 10EFI673 DIV BUSH 68 CUSTOM CUSTOM LOGIC - DIV BOX BUSHARD LEVEL DISPLAY Diversion Box Bushard Flow Meter Level display, move analog input signal to analog output register for display on panel front analog display.40026 10ELI673 DIV BUSH 69 CUSTOM CUSTOM LOGIC - DIV BOX KNOTT 2 FLOW DISPLAY Diversion Box Knott 2 Flow Meter Flow display, move analog input signal to analog output register for display on panel front analog display when flow meter Flow Total coil is enabled, when coil is off move a value of 0 to the display.40027 10EFI675 DIV KNOT 2 70 CUSTOM CUSTOM LOGIC - DIV BOX KNOTT 2 LEVEL DISPLAY Diversion Box Knott 2 Flow Meter Level display, move analog input signal to analog output register for display on panel front analog display.40028 10ELI675 DIV KNOT 2 PUMP STATION PUMP CONTROLS 71 CUSTOM CUSTOM LOGIC - LOCAL PANEL INPUTS CLEANING PANEL ACTIVATE If the internal cleaning cycle disable is off and the operator pushes the Cleaning Panel Activate push button on the LCP panel, then seal-in the logic until the cleaning cycle is completed. The cleaning cycle is completed when the internal end cycle coil turns on. The cleaning cycle will abort and end prematurely if the internal cleaning cycle disable coil subsequently turns on.10065 10EHS560J CLEANING LCP 72 CUSTOM CUSTOM LOGIC - LOCAL PANEL INPUTS PUMPS RESET Combine each of the VFD mounted reset pushbuttons for pumps 1 and 2 with the individual CRISP A/M station resets using internal coils which will be fed into the three SWS-C02s to reset the logic for each pump.10021 10EHS100H PUMP 1 73 CUSTOM CUSTOM LOGIC - LOCAL PANEL INPUTS PUMPS RESET Combine each of the VFD mounted reset pushbuttons for pumps 3 and 4 with the individual CRISP A/M station resets using internal coils which will be fed into the three SWS-C02s to reset the logic for each pump.10149 10EHS300H PUMP 3 17410 Attachment D - Sample Program Flowchart Page 3 of 14 Aug 25, 2020 DR A F T Job No.Project Name PLC Name Programming Flow Chart DO 02xxx DI 04xxx INT 07xxx AO 42xxx AI 44xxx INT 47xxx REGISTER NUMBERCOMMENT LOOP TAG NUMBER (DESC1) EQUIPMENT NAME (DESC2) BLOCK NUMBER TEMPLATE NAME TEMPLATE PAGE TITLE DESCRIPTION REGISTER STARTING ADDRESS MOD 74 CUSTOM CUSTOM LOGIC - PANEL LCP-A PUMPS SPEED UP/DOWN PUSHBUTTON The Pumps Speed Up and Down push buttons and logic are only enabled once the Operator presses the Start Cleaning Cycle Push button. Once enabled combine the Pump 1 Speed Up and Down push buttons from LCP-A with timer circuits so that one press of the button results in a single pulse of the internal speed up or down coil, while holding the button causes the coil to pulse repeatedly after a short time delay.10132 10EHS560N PUMPS LCPA 75 CUSTOM CUSTOM LOGIC - PANEL LCP-A PREPARE CLEANING CYCLE PUSHBUTTON If the Operator has enabled the cleaning cycle at the LCP panel and then presses the Prepare to Clean push button on the LCP-A panel, then seal-in the logic until the cleaning cycle ends. The Prepare to Clean logic causes control to transfer from the normal wetwell level control PID to manual pump speed control. It also results in any wetwell level alarms being disabled.10129 10EHS560K CLEANING LCPA 76 CUSTOM CUSTOM LOGIC - PANEL LCP-A START CLEANING CYCLE PUSHBUTTON When the Operator presses the LCP-A Start Clean Cycle push button the logic is sealed-in only if the Prepare to Clean is already active. 10130 10EHS560L CLEANING LCPA 77 CUSTOM CUSTOM LOGIC - PANEL LCP-A END CLEANING CYCLE PUSHBUTTON If the Operator presses the End Cycle push button on the LCP-A panel then seal-in the logic to end the cleaning cycle. The seal-in is released once the internal end cycle coil activates. The cleaning cycle also ends automatically if the operator fails to push the Start Cleaning Cycle push button within a hard coded time delay after the Cleaning Panel Activate is sealed-in.10131 10EHS560M CLEANING LCPA 78 CUSTOM CUSTOM LOGIC - INTERNAL END CLEANING CYCLE If both the End Cycle logic from the previous network is sealed-in and the Wetwell Low Level Alarms inhibit logic turns off then the coil is activated, which then ends the cleaning cycle and causes all panel related lights to turn off and the system returns to normal operation. 10131 10EHS560M CLEANING LCPA 79 CUSTOM CUSTOM LOGIC - CLEANING CYCLE ACTIVE STATUS WORD Generate a status word for CRISP to indicate which step of the cleaning cycle is active. CRISP will display: STANDBY, DISABLE, ACTIVATE, PREPARE, START and END. Tag Ext: _STA 10EPL100 PUMPS 80 CUSTOM CUSTOM LOGIC - CLEANING CYCLE ACTIVE MODE A mode coil is generated and sent to CRISP for display on the pumps' A/M stations to indicate a cleaning cycle is in progress. Tag Ext: _CAM Use CRISP A/M ON and OFF symbols.10EPK100 PUMPS WETWELL LEVEL SCALING AND DEVIATION LOGIC 81 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Wetwell High Level Float 10001 10ELSH040 WW FLOAT 02070 04128 47260 82 CUSTOM CUSTOM LOGIC - BUBBLER PURGE LOGIC Bubbler purge. Purge Bubbler after the completion of a cleaning cycle or if Operator Initiated from HMI.3 10EFCP030 WW BUBBLER 83 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Bubbler Low Air Pressure Alarm 10008 10EPSL030 WW BUBBLER 02071 04130 47261 84 SWS-C12C TRANSMITTER SIGNALS TEMPLATE LOGIC(SWS-C12C V1.02)Bubbler 30002 10ELIT030 WW BUBBLER 44144 47262 85 SWS-C12C TRANSMITTER SIGNALS TEMPLATE LOGIC(SWS-C12C V1.02)Ultrasonic 30011 10ELIT035 WW SONIC 86 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(MOD SWS-C12F V1.10)Y Ultrasonic Level Switch Low (LSL), inhibit when Ultrasonic is not In- Service and during cleaning cycle.10002 10ELSL035 WW SONIC 02072 04132 47269 87 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(MOD SWS-C12F V1.10)Y Ultrasonic Level Switch Low Low (LSLL), inhibit when Ultrasonic is not In-Service and during cleaning cycle.10003 10ELSLL035 WW SONIC 02073 04134 47270 88 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10) Ultrasonic Fail (Displayed on configuration screen). Inhibit when XMTR is Out of Service.10004 10EYS035B WW SONIC 89 CUSTOM CUSTOM LOGIC - LEVEL TRANSMITTERS OOS AND INS SELECTION Allow the operator to place the bubbler or ultrasonic Out Of Service via CRISP only if the transmitter is not selected as the active level transmitter. Tag Ext: _ISM _OSM 10ELF030 WW ACT 90 CUSTOM CUSTOM LOGIC - ACTIVE LEVEL TRANSMITTER SELECT Select either ultrasonic or bubbler as active level transmitter provided the transmitter is not out of service.10ELE030 WW ACT 91 CUSTOM CUSTOM LOGIC - MOVE RAW VALUE FOR SELECTED TRANSMITTER Block move the raw input value for the selected level transmitter into a common register for SWS-C12A's use.10ELD030 WW ACT 92 CUSTOM CUSTOM LOGIC - ACTIVE LEVEL DEVIATION ALARM Measure the deviation between the two level transmitters to see if the reading exceeds the hard coded setpoint only if both transmitters are in service.10ELC030 WW ACT 93 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Alarm when a deviation occurs.10ELDSH030 WW ACT 02074 04136 47271 17410 Attachment D - Sample Program Flowchart Page 4 of 14 Aug 25, 2020 DR A F T Job No.Project Name PLC Name Programming Flow Chart DO 02xxx DI 04xxx INT 07xxx AO 42xxx AI 44xxx INT 47xxx REGISTER NUMBERCOMMENT LOOP TAG NUMBER (DESC1) EQUIPMENT NAME (DESC2) BLOCK NUMBER TEMPLATE NAME TEMPLATE PAGE TITLE DESCRIPTION REGISTER STARTING ADDRESS MOD 94 CUSTOM CUSTOM LOGIC - CLEANING CYCLE LOW WETWELL LEVEL ALARMS INHIBIT If the prepare to clean logic is active and the End Cycle logic is off and the Ultrasonic's wetwell level reading is below the Active Level transmitter's Low Wetwell Level setpoint then keep alarm inhibit coil on. Once the alarm inhibit coil turns off a delay timer keeps the alarm inhibit on for an additional time delay. This logic is used to both inhibit all wetwell low level alarms and is used by the internal end cycle logic to complete the cleaning cycle.10ELB030 WW ACT 95 CUSTOM CUSTOM LOGIC - ACTIVE LEVEL EXTERNAL ALARM SIGNALS Combine the Deviation Alarm and when the Ultrasonic is selected the Ultrasonic Fail Alarm and when the Bubbler is selected the Bubbler Low Pressure Alarm to generate the External Common Alarm signals for the Active Level Transmitter SWS-C12A.10ELA030 WW ACT 96 SWS-C12A TRANSMITTER SIGNALS TEMPLATE LOGIC(SWS-C12A V1.30) Inhibit Low and Low Low Alarms during the cleaning cycle. Use external alarm from previous network. Tag Ext: either _ACT _LVL 10ELT030 WW ACT 97 CUSTOM CUSTOM LOGIC - PUMPS POWER FAIL RESTART LOGIC After a power fail the pumps are placed into Wait Mode until an Operator initiated Restart is issued from the Configuration Graphic. Once the Restart is issued individual timers will relase the pumps to run. Tag Ext: _RST 10EPJ100 PUMPS PUMP STATION PUMP 1 ALARMS 98 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 1 Winding High Temperature, inhibit if pump 1 is out of service.02075 04138 47272 99 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 1 RTD High Temperature, inhibit if pump 1 is out of service.10023 10ETSH110 PUMP 1 MTR 02076 04140 47273 100 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 1 Bearing Over Temp, inhibit if pump 1 is out of service.10024 10ETSH102 PUMP 1 MTR 02077 04142 47274 101 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 1 Stator High Moisture, inhibit if pump 1 is out of service. 10025 10EMSH104 PUMP 1 MTR STR 02078 04144 47275 102 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 1 Oil Chamber High Moisture, inhibit if pump 1 is out of service.10026 10EMSH104A PUMP 1 OIL CHM 02079 04146 47276 103 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 1 High Vibration, inhibit if pump 1 is out of service.10027 10EVSH108 PUMP 1 02080 04148 47277 104 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 1 Multilin Trouble, inhibit if pump 1 is out of service.10028 10EYS100D PUMP 1 MULTLIN 02081 04150 47278 105 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 1 Multilin Tripped, inhibit if pump 1 is out of service.10029 10EYS100E PUMP 1 MULTLIN 02082 04152 47279 106 CUSTOM CUSTOM LOGIC - EXTERNAL WAIT MODE FOR PUMP 1 Place pump 1 into the Wait Mode if the High Winding Temp or High RTD Temp or High Bearing Temp or High Stator Moisture or High Vibration or Multilin Trouble or Check Valve Fail to Open or Close Alarm are active.10EPH100 PUMP 1 107 CUSTOM CUSTOM LOGIC - EXTERNAL COMMON ALARM FOR PUMP 1 Combine High Winding Temp, High RTD Temp, High Bearing Temp, High Stator Moisture, High Oil Chamber Moisture, High Vibration, Multilin Trouble, Multilin Tripped and Check Valve Fail to Open or Close Alarms into a common alarm for pump 1 SWS-C02.10EPG100 PUMP 1 PUMP STATION PUMP 2 ALARMS 108 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 2 Winding High Temperature, inhibit if pump 2 is out of service.10038 10ETSH203 PUMP 2 MTR 02083 04154 47280 109 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 2 RTD High Temperature, inhibit if pump 2 is out of service.10039 10ETSH210 PUMP 2 MTR 02084 04156 47281 110 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 2 Bearing Over Temp, inhibit if pump 2 is out of service.10040 10ETSH202 PUMP 2 MTR 02085 04158 47282 111 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 2 Stator High Moisture, inhibit if pump 2 is out of service. 10041 10EMSH204 PUMP 2 MTR STR 02086 04160 47283 112 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 2 Oil Chamber High Moisture, inhibit if pump 2 is out of service.10042 10EMSH204A PUMP 2 OIL CHM 02087 04162 47284 113 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 2 High Vibration, inhibit if pump 2 is out of service.10043 10EVSH208 PUMP 2 02088 04164 47285 114 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 2 Multilin Trouble, inhibit if pump 2 is out of service.10044 10EYS200D PUMP 2 MULTLIN 02089 04166 47286 115 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 2 Multilin Tripped, inhibit if pump 2 is out of service.10045 10EYS200E PUMP 2 MULTLIN 02090 04168 47287 116 CUSTOM CUSTOM LOGIC - EXTERNAL WAIT MODE FOR PUMP 2 Place pump 2 into the Wait Mode if the High Winding Temp or High RTD Temp or High Bearing Temp or High Stator Moisture or High Vibration or Multilin Trouble or Check Valve Fail to Open or Close Alarm are active.10EPD200 PUMP 2 117 CUSTOM CUSTOM LOGIC - EXTERNAL COMMON ALARM FOR PUMP 2 Combine High Winding Temp, High RTD Temp, High Bearing Temp, High Stator Moisture, High Oil Chamber Moisture, High Vibration, Multilin Trouble, Multilin Tripped and Check Valve Fail to Open or Close Alarms into a common alarm for pump 2 SWS-C02.10EPC200 PUMP 2 17410 Attachment D - Sample Program Flowchart Page 5 of 14 Aug 25, 2020 DR A F T Job No.Project Name PLC Name Programming Flow Chart DO 02xxx DI 04xxx INT 07xxx AO 42xxx AI 44xxx INT 47xxx REGISTER NUMBERCOMMENT LOOP TAG NUMBER (DESC1) EQUIPMENT NAME (DESC2) BLOCK NUMBER TEMPLATE NAME TEMPLATE PAGE TITLE DESCRIPTION REGISTER STARTING ADDRESS MOD PUMP STATION PUMP 3 ALARMS 118 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 3 Winding High Temperature, inhibit if pump 3 is out of service.10150 10ETSH303 PUMP 3 MTR 02091 04170 47288 119 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 3 RTD High Temperature, inhibit if pump 3 is out of service.10151 10ETSH310 PUMP 3 MTR 02092 04172 47289 120 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 3 Bearing Over Temp, inhibit if pump 3 is out of service.10152 10ETSH302 PUMP 3 MTR 02093 04174 47290 121 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 3 Stator High Moisture, inhibit if pump 3 is out of service. 10153 10EMSH304 PUMP 3 MTR STR 02094 04176 47291 122 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 3 Oil Chamber High Moisture, inhibit if pump 3 is out of service.10154 10EMSH304A PUMP 3 OIL CHM 02095 04178 47292 123 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 3 High Vibration, inhibit if pump 3 is out of service.10155 10EVSH308 PUMP 3 02096 04180 47293 124 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 3 Multilin Trouble, inhibit if pump 3 is out of service.10156 10EYS300D PUMP 3 MULTLIN 02097 04182 47294 125 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 3 Multilin Tripped, inhibit if pump 3 is out of service.10157 10EYS300E PUMP 3 MULTLIN 02098 04184 47295 126 CUSTOM CUSTOM LOGIC - EXTERNAL WAIT MODE FOR PUMP 3 Place pump 3 into the Wait Mode if the High Winding Temp or High RTD Temp or High Bearing Temp or High Stator Moisture or High Vibration or Multilin Trouble or Check Valve Fail to Open or Close Alarm are active.10EPD300 PUMP 3 127 CUSTOM CUSTOM LOGIC - EXTERNAL COMMON ALARM FOR PUMP 3 Combine High Winding Temp, High RTD Temp, High Bearing Temp, High Stator Moisture, High Oil Chamber Moisture, High Vibration, Multilin Trouble, Multilin Tripped and Check Valve Fail to Open or Close Alarms into a common alarm for pump 3 SWS-C02.10EPC300 PUMP 3 PUMP STATION PUMP 4 ALARMS 128 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 4 Winding High Temperature, inhibit if pump 4 is out of service.10166 10ETSH403 PUMP 4 MTR 02099 04186 47296 129 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 4 RTD High Temperature, inhibit if pump 4 is out of service.10167 10ETSH410 PUMP 4 MTR 02100 04188 47297 130 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 4 Bearing Over Temp, inhibit if pump 4 is out of service.10168 10ETSH402 PUMP 4 MTR 02101 04190 47298 131 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 4 Stator High Moisture, inhibit if pump 4 is out of service. 10169 10EMSH404 PUMP 4 MTR STR 02102 04192 47299 132 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 4 Oil Chamber High Moisture, inhibit if pump 4 is out of service.10170 10EMSH404A PUMP 4 OIL CHM 02103 04194 47300 133 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 4 High Vibration, inhibit if pump 4 is out of service.10171 10EVSH408 PUMP 4 02104 04196 47301 134 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 4 Multilin Trouble, inhibit if pump 4 is out of service.10172 10EYS400D PUMP 4 MULTLIN 02105 04198 47302 135 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 4 Multilin Tripped, inhibit if pump 4 is out of service.10173 10EYS400E PUMP 4 MULTLIN 02106 04200 47303 136 CUSTOM CUSTOM LOGIC - EXTERNAL WAIT MODE FOR PUMP 4 Place pump 4 into the Wait Mode if the High Winding Temp or High RTD Temp or High Bearing Temp or High Stator Moisture or High Vibration or Multilin Trouble or Check Valve Fail to Open or Close Alarm are active.10EPD400 PUMP 4 137 CUSTOM CUSTOM LOGIC - EXTERNAL COMMON ALARM FOR PUMP 4 Combine High Winding Temp, High RTD Temp, High Bearing Temp, High Stator Moisture, High Oil Chamber Moisture, High Vibration, Multilin Trouble, Multilin Tripped and Check Valve Fail to Open or Close Alarms into a common alarm for pump 4 SWS-C02.10EPC400 PUMP 4 PUMP STATION PUMPS 1 THRU 4 CLEANING CYCLE LOGIC 17410 Attachment D - Sample Program Flowchart Page 6 of 14 Aug 25, 2020 DR A F T Job No.Project Name PLC Name Programming Flow Chart DO 02xxx DI 04xxx INT 07xxx AO 42xxx AI 44xxx INT 47xxx REGISTER NUMBERCOMMENT LOOP TAG NUMBER (DESC1) EQUIPMENT NAME (DESC2) BLOCK NUMBER TEMPLATE NAME TEMPLATE PAGE TITLE DESCRIPTION REGISTER STARTING ADDRESS MOD 138 CUSTOM CUSTOM LOGIC - PUMP 1 MANUAL MODE LOGIC DURING CLEANING CYCLE During cleaning cycles pump 1 is directly controlled from the field, the A/M station is not in control during cleaning cycles. Once the Cleaning Cycle begins the SWS-C15A and SWS-C02 templates will display Auto/Auto mode on the CRISP HMI display but the templates will internally be controlled by the LCP-A pushbuttons. The CRISP Pump 1 Auto/Manual buttons and the On/Off/Auto button are transferred through this block of logic to the pump 1 SWS-C15A and SWS-C02 templates. During cleaning cycles pump 1 is internally locked into Manual Mode (for On/Off/Auto). At the start of the cleaning cycle when the Operator presses the Prepare to Clean Pushbutton on LCP-A, Pump 1 is initially locked into the On mode. Once the Operator presses the Start Cleaning cycle Pushbutton the Pump 1 Start/Stop pushbuttons on LCP- A can manually control the operation of Pump 1. When the cleaning cycle is not active the HMI speed setpoint is passed to the Pump 1 A/M Station, when the cleaning cycle is in Prepare To Clean mode lock Pump 1 to 60% speed. When the cleaning cycle switches to the Start Cleaning Cycle mode, the 60% speed setpoint stops transferring to the A/M station so that the LCP-A push buttons can manipulate the speed of the pump. If at anytime the pump is turned off the a 0 value is loaded into the speed setpoint.10EPF100 PUMP 1 139 CUSTOM CUSTOM LOGIC - PUMP 2 MANUAL MODE LOGIC DURING CLEANING CYCLE Cleaning cycle manual control for Pump 2, see Pump 1 above for detailed description with the exception that Pump 2 is initially off when the cleaning cycle begins, it can be manually started once the Operator initiates the Start Cleaning Cycle operation.10EPB200 PUMP 2 140 CUSTOM CUSTOM LOGIC - PUMP 3 MANUAL MODE LOGIC DURING CLEANING CYCLE Cleaning cycle manual control for Pump 3, see Pump 1 above for detailed description with the exception that Pump 3 is initially off when the cleaning cycle begins, it can be manually started once the Operator initiates the Start Cleaning Cycle operation.10EPB300 PUMP 3 141 CUSTOM CUSTOM LOGIC - PUMP 4 MANUAL MODE LOGIC DURING CLEANING CYCLE Cleaning cycle manual control for Pump 4, see Pump 1 above for detailed description with the exception that Pump 4 is initially off when the cleaning cycle begins, it can be manually started once the Operator initiates the Start Cleaning Cycle operation.10EPB400 PUMP 4 PUMP STATION LEVEL CONTROL LOGIC 142 SWS-C15C MANUAL LOADING STATION TEMPLATE LOGIC(SWS-C15C V1.10)10EPE100 PUMPS 07053 42091 44145 47304 143 SWS-C09 PID CONTROL, CLOSED LOOP TEMPLATE LOGIC(SWS-C09 V2.00)10EPD100 PUMPS 42092 44147 47305 144 SWS-C15A AUTO/MANUAL STATION TEMPLATE LOGIC(SWS-C15A V1.01)10EPC100 PUMPS 02107 04202 07055 42096 44152 47348 145 SWS-C11 LEAD/LAG1/LAG2/LAG3/LAG4, VAR SPD TEMPLATE LOGIC(SWS-C11 V1.12)Allow pump sequence to start only if the Knott Valve is not closed.10EPB100 PUMPS 02109 04204 07057 42097 44154 47349 146 SWS-C15A AUTO/MANUAL STATION TEMPLATE LOGIC(MOD SWS-C15A V1.01)Y Pump 1 10EPA100 PUMP 1 02114 04209 07134 42107 44169 47410 147 SWS-C02 PUMP CONTROL, VARIABLE SPEED TEMPLATE LOGIC (SWS-C02 V1.20)Pump 1 1 10EPMP100 PUMP 1 02116 04211 07136 42108 44171 47411 148 SWS-C13 MOTOR RUNTIME TEMPLATE LOGIC(SWS-C13 V1.02)Pump 1 10018 10EYS100 PUMP 1 02124 07143 44175 47432 149 SWS-C15A AUTO/MANUAL STATION TEMPLATE LOGIC(MOD SWS-C15A V1.01)Y Pump 2 10EPA200 PUMP 2 02125 04225 07144 42109 44179 47433 150 SWS-C02 PUMP CONTROL, VARIABLE SPEED TEMPLATE LOGIC (SWS-C02 V1.20)Pump 2 9 10EPMP200 PUMP 2 02127 04227 07146 42110 44181 47434 151 SWS-C13 MOTOR RUNTIME TEMPLATE LOGIC(SWS-C13 V1.02)Pump 2 10034 10EYS200 PUMP 2 02135 07153 44185 47455 152 SWS-C15A AUTO/MANUAL STATION TEMPLATE LOGIC(SWS-C15A V1.01)Y Pump 3 10EPA300 PUMP 3 02136 04241 07154 42111 44189 47456 153 SWS-C02 PUMP CONTROL, VARIABLE SPEED TEMPLATE LOGIC (SWS-C02 V1.20)Pump 3 33 10EPMP300 PUMP 3 02138 04243 07156 42112 44191 47457 154 SWS-C13 MOTOR RUNTIME TEMPLATE LOGIC(SWS-C13 V1.02)Pump 3 10146 10EYS300 PUMP 3 155 SWS-C15A AUTO/MANUAL STATION TEMPLATE LOGIC(SWS-C15A V1.01)Y Pump 4 10EPA400 PUMP 4 02146 04257 07163 42113 44195 47478 156 SWS-C02 PUMP CONTROL, VARIABLE SPEED TEMPLATE LOGIC (SWS-C02 V1.20)Pump 4 41 10EPMP400 PUMP 4 02148 04259 07165 42114 44197 47479 17410 Attachment D - Sample Program Flowchart Page 7 of 14 Aug 25, 2020 DR A F T Job No.Project Name PLC Name Programming Flow Chart DO 02xxx DI 04xxx INT 07xxx AO 42xxx AI 44xxx INT 47xxx REGISTER NUMBERCOMMENT LOOP TAG NUMBER (DESC1) EQUIPMENT NAME (DESC2) BLOCK NUMBER TEMPLATE NAME TEMPLATE PAGE TITLE DESCRIPTION REGISTER STARTING ADDRESS MOD 157 SWS-C13 MOTOR RUNTIME TEMPLATE LOGIC(SWS-C13 V1.02)Pump 4 10162 10EYS400 PUMP 4 158 SWS-C12C TRANSMITTER SIGNALS TEMPLATE LOGIC(SWS-C12C V1.02) Convert the pump 1 speed signal to RPMs for display on the detail graphic. Tag Ext: _RPM 30001 10EST100 PUMP 1 44201 47500 159 SWS-C12C TRANSMITTER SIGNALS TEMPLATE LOGIC(SWS-C12C V1.02) Convert the pump 2 speed signal to RPMs for display on the detail graphic. Tag Ext: _RPM 30010 10EST200 PUMP 2 44202 47507 160 SWS-C12C TRANSMITTER SIGNALS TEMPLATE LOGIC(SWS-C12C V1.02) Convert the pump 3 speed signal to RPMs for display on the detail graphic. Tag Ext: _RPM 30019 10EST300 PUMP 3 44203 47514 161 SWS-C12C TRANSMITTER SIGNALS TEMPLATE LOGIC(SWS-C12C V1.02) Convert the pump 4 speed signal to RPMs for display on the detail graphic. Tag Ext: _RPM 30028 10EST400 PUMP 4 44204 47521 PUMP CHECK VALVE STATUS INDICATION LOGIC 162 CUSTOM CUSTOM LOGIC - PUMP 1 CHECK VALVE STATUS DISPLAY Converts the pump 1 check valve closed limit switch to a display word. 10030 10EZSC105 PUMP 1 CHK VLV 163 SWS-C12G DISCRETE ALARM W/RESET TEMPLATE LOGIC(MOD SWS-C12G V1.00)Y Pump 1 check valve fail to open or close alarm. Inhibited when pump is Out of Service.10030 10EZSC105 PUMP 1 CHK VLV 02156 04273 47528 164 CUSTOM CUSTOM LOGIC - PUMP 2 CHECK VALVE STATUS DISPLAY Converts the pump 2 check valve closed limit switch to a display word. 10046 10EZSC205 PUMP 2 CHK VLV 165 SWS-C12G DISCRETE ALARM W/RESET TEMPLATE LOGIC(MOD SWS-C12G V1.00)Y Pump 2 check valve fail to open or close alarm. Inhibited when pump is Out of Service.10046 10EZSC205 PUMP 2 CHK VLV 02158 04275 47529 166 CUSTOM CUSTOM LOGIC - PUMP 3 CHECK VALVE STATUS DISPLAY Converts the pump 3 check valve closed limit switch to a display word. 10158 10EZSC305 PUMP 3 CHK VLV 167 SWS-C12G DISCRETE ALARM W/RESET TEMPLATE LOGIC(MOD SWS-C12G V1.00)Y Pump 3 check valve fail to open or close alarm, enabled when pump starts. Inhibited when pump is Out of Service.10158 10EZSC305 PUMP 3 CHK VLV 02160 04277 47530 168 CUSTOM CUSTOM LOGIC - PUMP 4 CHECK VALVE STATUS DISPLAY Converts the pump 4 check valve closed limit switch to a display word. 10174 10EZSC405 PUMP 4 CHK VLV 169 SWS-C12G DISCRETE ALARM W/RESET TEMPLATE LOGIC(MOD SWS-C12G V1.00)Y Pump 4 check valve fail to open or close alarm, enabled when pump starts. Inhibited when pump is Out of Service.10174 10EZSC405 PUMP 4 CHK VLV 02162 04279 47531 170 CUSTOM CUSTOM LOGIC - PUMP RUNNING Sum all 4 pump runs to create an internal coil to indicate that at least 1 pump is running.10EPMP100 PUMPS CUSTOM DRAIN PUMPS LOGIC 171 CUSTOM CUSTOM LOGIC - DRAIN PUMPS LEAD/STANDBY SELECT LOGIC Lead/Standby select logic allows Drain Pump 1 or 2 to be selected for lead duty.10EPD880 DRN PUMPS 172 CUSTOM CUSTOM LOGIC - DRAIN PUMPS START/STOP AUTORUN LOGIC When the Wetwell level is above the lead start setpoint, start the leard Drain Pump. When the wetwell level is below the lead stop level, stop the lead Drain Pump.10EPC880 DRN PUMPS 173 CUSTOM CUSTOM LOGIC - DRAIN PUMPS AUTORUN LOGIC Start the Lead Drain pump (or Standby if Lead is unavailable) if none of the main pumps are running and the Knott Gate is closed and the level in the wetwell exceeds the lead pump start level.10EPC880 DRN PUMPS 174 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10) Drain pump 1 Winding High Temperature, inhibit if Drain pump 1 is out of service.10053 10ETSH883 DRN P1 MTR 02164 04281 47532 175 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Drain pump 1 High Moisture, inhibit if Drain pump 1 is out of service.10054 10EMSH884 DRN P1 MTR 02165 04283 47533 176 CUSTOM CUSTOM LOGIC - EXTERNAL WAIT MODE FOR DRAIN PUMP 1 Place Drain pump 1 into the Wait Mode if the High Winding Temp or High Moisture or Check Valve Fail to Open or Close Alarm are active.10EPB880 DRN P1 177 CUSTOM CUSTOM LOGIC - EXTERNAL COMMON ALARM FOR DRAIN PUMP 1 Combine High Winding Temp, High Moisture and Check Valve Fail to Open or Close Alarms into a common alarm for Drain Pump 1 SWS- C01.10EPA880 DRN P1 178 SWS-C01 PUMP CONTROL, CONSTANT SPEED TEMPLATE LOGIC(SWS-C01 V1.30)Drain Pump 1.13 10EPMP880 DRN P1 02166 04285 07172 44205 47534 179 SWS-C13 MOTOR RUNTIME TEMPLATE LOGIC(SWS-C13 V1.02)Drain Pump 1.10050 10EYS880 DRN P1 02174 07173 44207 47535 180 CUSTOM CUSTOM LOGIC - PUMP 1 CHECK VALVE STATUS DISPLAY Converts the drain pump 1 check valve closed limit switch to a display word.10055 10EZSC885 DRN P1 CHK VLV 181 SWS-C12G DISCRETE ALARM W/RESET TEMPLATE LOGIC(MOD SWS-C12G V1.00)Y Drain pump 1 check valve fail to open or close alarm. Inhibited when pump is Out of Service.10055 10EZSC885 DRN P1 CHK VLV 02175 04299 47536 17410 Attachment D - Sample Program Flowchart Page 8 of 14 Aug 25, 2020 DR A F T Job No.Project Name PLC Name Programming Flow Chart DO 02xxx DI 04xxx INT 07xxx AO 42xxx AI 44xxx INT 47xxx REGISTER NUMBERCOMMENT LOOP TAG NUMBER (DESC1) EQUIPMENT NAME (DESC2) BLOCK NUMBER TEMPLATE NAME TEMPLATE PAGE TITLE DESCRIPTION REGISTER STARTING ADDRESS MOD 182 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10) Drain pump 2 Winding High Temperature, inhibit if Drain pump 2 is out of service.10181 10ETSH893 DRN P2 MTR 02177 04301 47537 183 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Drain pump 2 High Moisture, inhibit if Drain pump 2 is out of service.10182 10EMSH894 DRN P2 MTR 02178 04303 47538 184 CUSTOM CUSTOM LOGIC - EXTERNAL WAIT MODE FOR DRAIN PUMP 2 Place Drain pump 2 into the Wait Mode if the High Winding Temp or High Moisture or Check Valve Fail to Open or Close Alarm are active.10EPB890 DRN P2 185 CUSTOM CUSTOM LOGIC - EXTERNAL COMMON ALARM FOR DRAIN PUMP 2 Combine High Winding Temp, High Moisture and Check Valve Fail to Open or Close Alarms into a common alarm for Drain pump 2 SWS- C01.10EPA890 DRN P2 186 SWS-C01 PUMP CONTROL, CONSTANT SPEED TEMPLATE LOGIC(SWS-C01 V1.30)Drain Pump 2.45 10EPMP890 DRN P2 02179 04305 07174 44211 47539 187 SWS-C13 MOTOR RUNTIME TEMPLATE LOGIC(SWS-C13 V1.02)Drain Pump 2.10178 10EYS890 DRN P2 02187 07175 44213 47540 188 CUSTOM CUSTOM LOGIC - PUMP 1 CHECK VALVE STATUS DISPLAY Converts the drain pump 2 check valve closed limit switch to a display word.10183 10EZSC895 DRN P2 CHK VLV 189 SWS-C12G DISCRETE ALARM W/RESET TEMPLATE LOGIC(MOD SWS-C12G V1.00)Y Drain pump 2 check valve fail to open or close alarm. Inhibited when pump is Out of Service.10183 10EZSC895 DRN P2 CHK VLV 02188 04319 47541 DISCHARGE PRESSURE AND FLOW LOGIC 190 SWS-C12A TRANSMITTER SIGNALS TEMPLATE LOGIC(SWS-C12A V1.30) Discharge pressure meter High and High High operate continuously, Low and Low Low only operate when a main sewage pump is running. 30029 10EPIT070 DISCHARGE 191 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Discharge flow meter trouble alarm 10199 10EYS075B DISCHARGE FLOW 192 SWS-C12C TRANSMITTER SIGNALS TEMPLATE LOGIC(SWS-C12C V1.02)Discharge flow meter.30020 10EFIT075 DISCHARGE 44217 47542 193 SWS-C19 TOTALIZER TEMPLATE LOGIC(SWS-C19 V1.11)Discharge flow meter totalizer.30020 10EFIT075 DISCHARGE 07176 44218 47549 DRYWELL SUMP PUMPS LOGIC 194 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Drywell High Level Alarm 10114 10ELSH024 DRYWELL FLOAT 02190 04321 47575 195 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Drywell Sumps 1 & 2 High Level Alarm 10099 10ELSH029 SUMP 1&2 FLOAT 02191 04323 47576 196 CUSTOM CUSTOM LOGIC - SUMP PUMP 1 RUN TO HMI Send On signal from Sump Pump 1 to HMI for display.10097 10EYS020 SUMP PUMP 1 197 SWS-C13 MOTOR RUNTIME TEMPLATE LOGIC(SWS-C13 V1.02)Sump Pump 1 runtime.10097 10EYS020 SUMP PUMP 1 02192 07177 44228 47577 198 CUSTOM CUSTOM LOGIC - SUMP PUMP 2 RUN TO HMI Send On signal from Sump Pump 2 to HMI for display.10209 10EYS025 SUMP PUMP 2 199 SWS-C13 MOTOR RUNTIME TEMPLATE LOGIC(SWS-C13 V1.02)Sump Pump 2 runtime.10209 10EYS025 SUMP PUMP 2 200 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Sump Pumps 1 & 2 combined Trouble Alarms.10098 10EYS023B SUMP PUMPS 1&2 02193 04325 47578 201 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Drywell Sumps 3 & 4 High Level Alarm 10227 10ELSH229 SUMP 3&4 FLOAT 02194 04327 47579 202 CUSTOM CUSTOM LOGIC - SUMP PUMP 3 RUN TO HMI Send On signal from Sump Pump 3 to HMI for display.10113 10EYS220 SUMP PUMP 3 203 SWS-C13 MOTOR RUNTIME TEMPLATE LOGIC(SWS-C13 V1.02)Sump Pump 3 runtime.10113 10EYS220 SUMP PUMP 3 02195 07178 44232 47580 204 CUSTOM CUSTOM LOGIC - SUMP PUMP 4 RUN TO HMI Send On signal from Sump Pump 4 to HMI for display.10225 10EYS225 SUMP PUMP 4 205 SWS-C13 MOTOR RUNTIME TEMPLATE LOGIC(SWS-C13 V1.02)Sump Pump 4 runtime.10225 10EYS225 SUMP PUMP 4 02196 07179 44236 47581 206 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Sump Pumps 3 & 4 combined Trouble Alarms.10226 10EYS219B SUMP PUMPS 3&4 02197 04329 47582 207 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Drywell Smoke Alarm.10085 10EASH063 DRYWELL 02198 04331 47583 SUPPLY AND EXHAIST FANS LOGIC 208 CUSTOM CUSTOM LOGIC - SUPPLY AND EXHAUST FANS PAUSE Use the pause pushbuttons to create a pause signal for the supply and exhaust fans External Wait mode circuit, include an off delay timer to hold keep fans off for an additional 10 seconds after the button is released.10197 10EHS059 DRYWELL FANS 209 CUSTOM CUSTOM LOGIC - SUPPLY FANS LEAD/STANDBY SELECT LOGIC Lead/Standby select logic allows Supply Fan 1 or 2 to be selected for lead duty.10EFC053 DRYWELL FANS 210 CUSTOM CUSTOM LOGIC - SUPPLY FANS LEAD/STANDBY AUTORUN LOGIC Based on HMI selection generate an auto run signal for the lead supply fan. If the lead supply fan is in Wait Mode start the standby supply fan.10EFB054 DRYWELL FANS 211 CUSTOM CUSTOM LOGIC - SUPPLY FAN 1 INLET DAMPER STATUS DISPLAY Converts the supply fan 1 inlet damper opened and closed limit switches to a display word.10093 10EZSC099 SF1 DMPR INLT 17410 Attachment D - Sample Program Flowchart Page 9 of 14 Aug 25, 2020 DR A F T Job No.Project Name PLC Name Programming Flow Chart DO 02xxx DI 04xxx INT 07xxx AO 42xxx AI 44xxx INT 47xxx REGISTER NUMBERCOMMENT LOOP TAG NUMBER (DESC1) EQUIPMENT NAME (DESC2) BLOCK NUMBER TEMPLATE NAME TEMPLATE PAGE TITLE DESCRIPTION REGISTER STARTING ADDRESS MOD 212 CUSTOM CUSTOM LOGIC - SUPPLY FAN 1 EXTERNAL WAIT MODE Activate the Supply Fan 1 External Wait Mode if the Supply Fan's Low Flow Alarm is active or if the Smoke Detector Alarm is active or if neither Exhaust Fan's On signal indicates runinng or if both Exhaust Fans' Low Flow Alarms are active.10EFA053 DRYWELL SF1 213 SWS-C01 PUMP CONTROL, CONSTANT SPEED TEMPLATE LOGIC(SWS-C01 V1.30)Drywell Supply Fan SF1 (remove buttons from graphic always in auto)4 10EFAN053 DRYWELL SF1 02199 04333 07180 44240 47584 214 SWS-C13 MOTOR RUNTIME TEMPLATE LOGIC(SWS-C13 V1.02)Drywell Supply Fan SF1 Runtime 10089 10EYS053 DRYWELL SF1 02207 07181 44242 47585 215 CUSTOM CUSTOM LOGIC - SUPPLY FAN 1 OUTLET DAMPER STATUS DISPLAY Converts the supply fan 1 outlet damper opened and closed limit switches to a display word.10073 10EZSC118 SF1 DMPR OUTLT 216 SWS-C12G DISCRETE ALARM W/RESET TEMPLATE LOGIC(MOD SWS-C12G V1.00)Y Drywell Supply Fan SF1 Low Flow Alarm, inhibit if fan in not On.10092 10EFSL054 DRYWELL SF1 02208 04347 47586 217 CUSTOM CUSTOM LOGIC - SUPPLY FAN 2 INLET DAMPER STATUS DISPLAY Converts the supply fan 2 inlet damper opened and closed limit switches to a display word.10205 10EZSC098 SF2 DMPR INLT 218 CUSTOM CUSTOM LOGIC - SUPPLY FAN 2 EXTERNAL WAIT MODE Activate the Supply Fan 2 External Wait Mode if the Supply Fan's Low Flow Alarm is active or if the Smoke Detector Alarm is active or if neither Exhaust Fan's On signal indicates runinng or if both Exhaust Fans' Low Flow Alarms are active.10EFA057 DRYWELL SF2 219 SWS-C01 PUMP CONTROL, CONSTANT SPEED TEMPLATE LOGIC(SWS-C01 V1.30)Drywell Supply Fan SF2 (remove buttons from graphic always in auto)35 10EFAN057 DRYWELL SF2 02210 04349 07182 44246 47587 220 SWS-C13 MOTOR RUNTIME TEMPLATE LOGIC(SWS-C13 V1.02)Drywell Supply Fan SF2 Runtime 10201 10EYS057 DRYWELL SF2 02218 07183 44248 47588 221 CUSTOM CUSTOM LOGIC - SUPPLY FAN 2 OUTLET DAMPER STATUS DISPLAY Converts the supply fan 2 outlet damper opened and closed limit switches to a display word.10207 10EZSC117 SF2 DMPR OUTLT 222 SWS-C12G DISCRETE ALARM W/RESET TEMPLATE LOGIC(MOD SWS-C12G V1.00)Y Drywell Supply Fan SF2 Low Flow Alarm, inhibit if fan in not On.10204 10EFSL058 DRYWELL SF2 02219 04363 47589 223 CUSTOM CUSTOM LOGIC - EXHAUST FANS LEAD/STANDBY AUTORUN LOGIC Based on HMI selection generate an auto run signal for the lead exhaust fan. If the lead exchaust fan is in Wait Mode start the standby exhaust fan. 224 CUSTOM CUSTOM LOGIC - EXHAUST FAN 1 INLET DAMPER STATUS DISPLAY Converts the exhaust fan 1 inlet damper opened and closed limit switches to a display word.10125 10EZSC122 EF1 DMPR INLT 225 CUSTOM CUSTOM LOGIC - EXHAUST FAN 1 EXTERNAL WAIT MODE Activate the Exhaust Fan 1 External Wait Mode if the Exhaust Fan's Low Flow Alarm is active or if the Smoke Detector Alarm is active. 226 SWS-C01 PUMP CONTROL, CONSTANT SPEED TEMPLATE LOGIC(SWS-C01 V1.30)Drywell Exhaust Fan EF1 (remove buttons from graphic always in auto) 12 10EFAN051 DRYWELL EF1 02221 04365 07184 44252 47590 227 SWS-C13 MOTOR RUNTIME TEMPLATE LOGIC(SWS-C13 V1.02)Drywell Exhaust Fan EF1 Runtime 10105 10EYS051 DRYWELL EF1 02229 07185 44254 47591 228 SWS-C12G DISCRETE ALARM W/RESET TEMPLATE LOGIC(MOD SWS-C12G V1.00)Y Drywell Exhaust Fan EF1 Low Flow Alarm, inhibit if fan in not On.10108 10EFSL052 DRYWELL EF1 02230 04379 47592 229 CUSTOM CUSTOM LOGIC - EXHAUST FAN 2 INLET DAMPER STATUS DISPLAY Converts the exhaust fan 2 inlet damper opened and closed limit switches to a display word.10228 10EZSC123 EF2 DMPR INLT 230 CUSTOM CUSTOM LOGIC - EXHAUST FAN 2 EXTERNAL WAIT MODE Activate the Exhaust Fan 2 External Wait Mode if the Exhaust Fan's Low Flow Alarm is active or if the Smoke Detector Alarm is active. 231 SWS-C01 PUMP CONTROL, CONSTANT SPEED TEMPLATE LOGIC(SWS-C01 V1.30)Drywell Exhaust Fan EF2 (remove buttons from graphic always in auto) 44 10EFAN055 DRYWELL EF2 02232 04381 07186 44258 47593 232 SWS-C13 MOTOR RUNTIME TEMPLATE LOGIC(SWS-C13 V1.02)Drywell Exhaust Fan EF2 Runtime 10217 10EYS055 DRYWELL EF2 02240 07187 44260 47594 233 SWS-C12G DISCRETE ALARM W/RESET TEMPLATE LOGIC(MOD SWS-C12G V1.00)Y Drywell Exhaust Fan EF2 Low Flow Alarm, inhibit if fan is not On.10220 10EFSL056 DRYWELL EF2 02241 04395 47595 FOUL AIR BOOSTER FANS LOGIC 236 SWS-C01 PUMP CONTROL, CONSTANT SPEED TEMPLATE LOGIC(SWS-C01 V1.30) Foul Air Booster Fan, add Low Flow Alarm to External Wait mode and External Common Alarm inputs.5 10EFAN170 BOOSTER FAN 02243 04397 07188 44264 47596 237 SWS-C13 MOTOR RUNTIME TEMPLATE LOGIC(SWS-C13 V1.02)Foul Air Booster Fan 10121 10EYS170 BOOSTER FAN 02251 07189 44266 47597 238 SWS-C12G DISCRETE ALARM W/RESET TEMPLATE LOGIC(MOD SWS-C12G V1.00)Y Foul Air Booster Fan Low Flow Alarm, inhibit when fan is off.10124 10EFSL171 BOOSTER FAN 02252 04411 47598 239 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Gas Monitor High High Level alarm.10005 10EASHH050 WW GAS MONITOR 02254 04413 47599 240 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Gas Monitor High Level alarm.10006 10EASH050 WW GAS MONITOR 02255 04415 47600 241 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Gas Monitor Trouble alarm.10007 10EYS050B WW GAS MONITOR 02256 04417 47601 242 CUSTOM CUSTOM LOGIC - GAS MONITOR COMMON TROUBLE ALARM Gas Monitor common alarm, combine the High High and the High for the SWS-C12A. 243 SWS-C12A TRANSMITTER SIGNALS TEMPLATE LOGIC(SWS-C12A V1.30)Gas Monitor, uses Hi and Hi Hi only. Inhibit alarms on failure.30003 10EAIT050 WW GAS MONITOR 02257 04419 07190 42115 44270 47602 17410 Attachment D - Sample Program Flowchart Page 10 of 14 Aug 25, 2020 DR A F T Job No.Project Name PLC Name Programming Flow Chart DO 02xxx DI 04xxx INT 07xxx AO 42xxx AI 44xxx INT 47xxx REGISTER NUMBERCOMMENT LOOP TAG NUMBER (DESC1) EQUIPMENT NAME (DESC2) BLOCK NUMBER TEMPLATE NAME TEMPLATE PAGE TITLE DESCRIPTION REGISTER STARTING ADDRESS MOD 244 CUSTOM CUSTOM LOGIC - SAFE TO ENTER PUMP STATION WARNING LIGHTS Combine the Gas Monitor Trouble Alarm, Hi Level Alarm, Hi Hi Level Alarm, Supply Fan 1 On or Supply Fan 2 On, Exhaust Fan 1 On or Exhaust Fan 2 On, Supply Fan 1 Low Flow Alarm or Supply Fan 2 Low Flow Alarm, Exhaust Fan 1 Low Flow Alarm or Exhaust Fan 2 Low Flow Alarm and Smoke Detector signals so that if any of these conditions change from their normal state the Safe to Enter output coil is turned off, resulting in the green light on the outside of the station turning off and the red light turning on.11 10EYL042 PUMP STATION ROOM AC LOGIC 245 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)A/C System Temperature High 10067 10ETSH064 ACU SYSTEM 02261 04429 47617 246 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Control Room A/C Unit 1 Overload Alarm.10069 10EYS065B ACU-1 SYSTEM 02262 04431 47618 247 CUSTOM CUSTOM LOGIC - AC UNIT 1 ON STATUS DISPLAY A/C Unit 1 On Status Display to HMI.10068 10EYS065 ACU-1 SYSTEM 248 SWS-C13 MOTOR RUNTIME TEMPLATE LOGIC(SWS-C13 V1.02)Control Room A/C Unit 1 Runtime.10068 10EYS065 ACU-1 SYSTEM 02263 07195 44275 47619 249 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Control Room A/C Unit 2 Overload Alarm.10096 10EYS066B ACU-2 SYSTEM 02264 04433 47620 250 CUSTOM CUSTOM LOGIC - AC UNIT 2 ON STATUS DISPLAY A/C Unit 2 On Status Display to HMI.10095 10EYS066 ACU-2 SYSTEM 251 SWS-C13 MOTOR RUNTIME TEMPLATE LOGIC(SWS-C13 V1.02)Control Room A/C Unit 2 Runtime.10095 10EYS066 ACU-2 SYSTEM 02265 07196 44279 47621 BREAKER, TRANSFORMER, SWITCHGEAR AND UPS LOGIC 252 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Breaker F37 Funct Fault/Trouble 10110 10EYS115 BREAKER F37 02266 04435 47622 253 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Breaker F37 Lockout Trip 10111 10EYS115A BREAKER F37 02267 04437 47623 254 CUSTOM CUSTOM LOGIC - BREAKER F37 CLOSED STATUS DISPLAY Breaker F37 Closed Status to HMI 10109 10EZSC115 BREAKER F37 255 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Transformer F37 Blown Fuse 10101 10EYS119 XFMR F37 DC SW 02268 04439 47624 256 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Transformer F37 Common Trouble 10100 10EYS115B XFMR F37 02269 04441 47625 257 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Breaker F38 Funct Fault/Trouble 10222 10EYS120 BREAKER F38 02270 04443 47626 258 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Breaker F38 Lockout Trip 10223 10EYS120A BREAKER F38 02271 04445 47627 259 CUSTOM CUSTOM LOGIC - BREAKER F38 CLOSED STATUS DISPLAY Breaker F38 Closed Status to HMI 10221 10EZSC120 BREAKER F38 260 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Transformer F38 Blown Fuse 10211 10EYS124 XFMR F38 DC SW 02272 04447 47628 261 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Transformer F38 Common Trouble 10210 10EYS120B XFMR F38 02273 04449 47629 262 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Switchgear 125VDC Charger Trouble 10212 10EYS115C SWG 125VDC CHG 02274 04451 47630 263 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Switchgear HRGU1 Trouble 10082 10EYS125 SWG HRGU1 02275 04453 47631 264 CUSTOM CUSTOM LOGIC - SWITCHGEAR MAIN BREAKER A STATUS DISPLAY Switchgear Circuit Breaker A Closed Status to HMI.10083 10EZSC125 SWG CKT BKR A 265 CUSTOM CUSTOM LOGIC - SWITCHGEAR TIE-BREAKER A STATUS DISPLAY Switchgear Tie-Breaker A Closed Status to HMI.10084 10EZSC125A SWG TIE BKR A 266 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Switchgear HRGU2 Trouble 10194 10EYS125A SWG HRGU2 02276 04455 47632 267 CUSTOM CUSTOM LOGIC - SWITCHGEAR MAIN BREAKER B STATUS DISPLAY Switchgear Circuit Breaker B Closed Status to HMI.10195 10EZSC125C SWG CKT BKR B 268 CUSTOM CUSTOM LOGIC - SWITCHGEAR TIE-BREAKER B STATUS DISPLAY Switchgear Tie-Breaker B Closed Status to HMI.10196 10EZSC125B SWG TIE BKR B 269 CUSTOM CUSTOM LOGIC - SWITCHGEAR TRANSFER MODE STATUS DISPLAY Switchgear Transfer Mode Auto Status to HMI.10115 10EYS125B SWG TRANS MOD 270 CUSTOM CUSTOM LOGIC - SWITCHGEAR POWER SOURCE BUS A STATUS DISPLAY Switchgear Power Source Bus A Status to HMI.10116 10EYS125C SWG PWR SOURCE 271 CUSTOM CUSTOM LOGIC - SWITCHGEAR POWER SOURCE NORMAL STATUS DISPLAY Switchgear Power Source Normal Status to HMI.10117 10EYS125D SWG PWR SOURCE 272 CUSTOM CUSTOM LOGIC - SWITCHGEAR POWER SOURCE BUS B STATUS DISPLAY Switchgear Power Source Bus B Status to HMI.10118 10EYS125E SWG PWR SOURCE 273 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Switchgear Power Monitor Bus A Power Failure Status to HMI 10081 10EYS125B PWR MON BUS A 02277 04457 47633 274 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Switchgear Power Monitor Bus B Power Failure Status to HMI 10193 10EYS126B PWR MON BUS B 02278 04459 47634 275 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Switchgear Power Monitor MCC A Power Failure Status to HMI 10057 10EYS129B PWR MON MCC A 02279 04461 47635 276 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Switchgear Power Monitor MCC B Power Failure Status to HMI 10184 10EYS130B PWR MON MCC B 02280 04463 47636 277 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Switchgear Power Monitor Future Power Failure Status to HMI 10058 10EYS165B PWR MON FUTURE 02281 04465 47637 278 CUSTOM CUSTOM LOGIC - SWITCHGEAR MCC-A FEEDER BREAKER STATUS DISPLAY Switchgear MCC-A Feeder Breaker Status to HMI 10102 10EZSC129 SWG FDR MCC A 279 CUSTOM CUSTOM LOGIC - SWITCHGEAR MCC-B FEEDER BREAKER STATUS DISPLAY Switchgear MCC-B Feeder Breaker Status to HMI 10214 10EZSC130 SWG FDR MCC B 280 CUSTOM CUSTOM LOGIC - SWITCHGEAR FUTURE FEEDER BREAKER STATUS DISPLAY Switchgear Future Feeder Breaker Status to HMI 10103 10EZSC165 SWG FDR SPARE 281 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)UPS AC Line Fail Alarm 10071 10EJSL060J UPS AC LINE 02282 04467 47638 282 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)UPS Bypass Alarm 10070 10EYS060J UPS BYPASS 02283 04469 47639 283 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)UPS Trouble Alarm 10056 10EYS060B UPS INV 02284 04471 47640 PANEL ALARM LOGIC 17410 Attachment D - Sample Program Flowchart Page 11 of 14 Aug 25, 2020 DR A F T Job No.Project Name PLC Name Programming Flow Chart DO 02xxx DI 04xxx INT 07xxx AO 42xxx AI 44xxx INT 47xxx REGISTER NUMBERCOMMENT LOOP TAG NUMBER (DESC1) EQUIPMENT NAME (DESC2) BLOCK NUMBER TEMPLATE NAME TEMPLATE PAGE TITLE DESCRIPTION REGISTER STARTING ADDRESS MOD 284 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)UPS Low Battery Alarm 10072 10EESL060 UPS BATTERY 02285 04473 47641 285 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)LCP panel Instrument Power Supply Fail Alarm 10066 10EJSL068J INST PWR PLC 02286 04475 47642 286 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)RIO A panel Instrument Power Supply Fail Alarm 10086 10EJSL068K INST PWR RIO A 02287 04477 47643 287 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)RIO B panel Instrument Power Supply Fail Alarm 10198 10EJSL068L INST PWR RIO B 02288 04479 47644 PUMPS 1 THRU 4 CLEANING CYCYLE LOGIC 288 CUSTOM CUSTOM LOGIC - INTERNAL CLEANING CYCLE DISABLE First create three coils to ensure each of the three pumps is in the correct mode for the cleaning cycle. Pump 1 must be in the Auto(Auto/Manual)/Auto(On/Off/Auto) mode with no Wait Mode conditions. Pumps 2 and 3 must be in the Off Mode or the Auto(On/Off/Auto) Mode or the Out Of Service Mode. The Wetwell must not have a High Float Level Alarm or Hi Hi or Hi Active Level Alarm. The Ultrasonic Transmitter cannot have a Trouble Alarm or be Out of Service or have any of the Pump 1 to 3 Start Alarms active. The Recycle Valve cannot be Out Of Service. The station flow through the discharge flowmeter must be less than the hard coded cutoff. If any condition becomes active after the cleaning cycle begins (except the high flow cutoff) the internal disable is energized and the cleaning cycle aborted.18 10EYL560P CLEANING LCP 289 CUSTOM CUSTOM LOGIC - CLEANING CYCLE STATUS DISPLAYS ON LCP PANEL Display the Activated light if the Cleaning Cycle Activate logic is on. Display the Cleaning Cycle Disabled status on the LCP Panel if the internal cleaning cycle disabled logic from the previous network is on. 17 10EYL560J CLEANING LCP 290 CUSTOM CUSTOM LOGIC - CLEANING CYCLE STATUS DISPLAYS ON LCP-A PANEL Display the Activated and Ready statuses based on the associated logic at the beginning of this program on the LCP-A Panel.19 10EYL560N CLEANING LCPA 291 CUSTOM CUSTOM LOGIC - CLEANING CYCLE STATUS DISPLAYS ON LCP-A PANEL Display the Prepared to Clean, Started Clean Cycle and Ended Cycle based on the associated logic at the beginning of this program on the LCP-A Panel.20 10EYL560K CLEANING LCPA 292 CUSTOM CUSTOM LOGIC - PUMP 1 ON STATUS DISPLAYED ON LCP-A PANEL Display the Pump 1 On status at the LCP-A cleaning panel.24 10EYL100L PUMP 1 LCPA 293 CUSTOM CUSTOM LOGIC - PUMP 2 ON STATUS DISPLAYED ON LCP-A PANEL Display the Pump 2 On status at the LCP-A cleaning panel.25 10EYL200L PUMP 2 LCPA 294 CUSTOM CUSTOM LOGIC - PUMP 3 ON STATUS DISPLAYED ON LCP-A PANEL Display the Pump 3 On status at the LCP-A cleaning panel.26 10EYL300L PUMP 3 LCPA 295 CUSTOM CUSTOM LOGIC - PUMP 4 ON STATUS DISPLAYED ON LCP-A PANEL Display the Pump 4 On status at the LCP-A cleaning panel.27 10EYL400L PUMP 4 LCPA 296 CUSTOM CUSTOM LOGIC - ANALOG ACTIVE LEVEL DISPLAY TO DRYWELL Output the Active Level value to a display in the Drywell.40002 10ELI034A WW ACT DRYWELL 297 CUSTOM CUSTOM LOGIC - ANALOG ACTIVE LEVEL DISPLAY TO ELECTRICAL ROOM Output the Active Level value to a display in the Electrical Room.40006 10ELI034B WW ACT ELEC RM 298 CUSTOM CUSTOM LOGIC - ANALOG ACTIVE LEVEL DISPLAY TO LCP-A Output the Active Level value to a display on the front of the LCP-A panel.40003 10ELI034D WW ACT LCPA 299 CUSTOM CUSTOM LOGIC - ANALOG DISCHARGE FLOW DISPLAY TO LCP-A Output the Discharge Flow value to a display on the front of the LCP-A panel.40004 10EFI075A DISCHARGE LCPA 300 CUSTOM CUSTOM LOGIC - CONVERT ENGINEERING UNITS PUMP SPEED TO RAW Convert the Pumps Speed Setpoint from engineering units to a raw value that can be sent to the LCP-A display. 301 CUSTOM CUSTOM LOGIC - PUMPS SPEED DISPLAY TO LCP-A Output the Pumps Speed value to a display on the front of the LCP-A panel.40007 10ESI560 PUMPS LCPA POWER MONITOR READING FOR INFORMATION DISPLAY AND ALARMING 302 CUSTOM CUSTOM LOGIC - SEND BUS-A VOLTAGE READING FROM POWER MONITOR TO HMI Transfer the Voltage reading from the power monitor to the HMI 303 CUSTOM CUSTOM LOGIC - SEND BUS-A CURRENT READING FROM POWER MONITOR TO HMI Transfer the Current reading from the power monitor to the HMI 304 CUSTOM CUSTOM LOGIC - SEND BUS-A WATTS READING FROM POWER MONITOR TO HMI Transfer the Watts reading from the power monitor to the HMI 305 CUSTOM CUSTOM LOGIC - SEND BUS-A WATT-HR READING FROM POWER MONITOR TO HMI Transfer the accumulated Watt-HR reading from the power monitor to the HMI 306 CUSTOM CUSTOM LOGIC - SEND BUS-A VA-HR READING FROM POWER MONITOR TO HMI Transfer the VA-HR reading from the power monitor to the HMI 307 CUSTOM CUSTOM LOGIC - SEND BUS-B VOLTAGE READING FROM POWER MONITOR TO HMI Transfer the Voltage reading from the power monitor to the HMI 308 CUSTOM CUSTOM LOGIC - SEND BUS-B CURRENT READING FROM POWER MONITOR TO HMI Transfer the Current reading from the power monitor to the HMI 309 CUSTOM CUSTOM LOGIC - SEND BUS-B WATTS READING FROM POWER MONITOR TO HMI Transfer the Watts reading from the power monitor to the HMI 310 CUSTOM CUSTOM LOGIC - SEND BUS-B WATT-HR READING FROM POWER MONITOR TO HMI Transfer the accumulated Watt-HR reading from the power monitor to the HMI 17410 Attachment D - Sample Program Flowchart Page 12 of 14 Aug 25, 2020 DR A F T Job No.Project Name PLC Name Programming Flow Chart DO 02xxx DI 04xxx INT 07xxx AO 42xxx AI 44xxx INT 47xxx REGISTER NUMBERCOMMENT LOOP TAG NUMBER (DESC1) EQUIPMENT NAME (DESC2) BLOCK NUMBER TEMPLATE NAME TEMPLATE PAGE TITLE DESCRIPTION REGISTER STARTING ADDRESS MOD 311 CUSTOM CUSTOM LOGIC - SEND BUS-B VA-HR READING FROM POWER MONITOR TO HMI Transfer the VA-HR reading from the power monitor to the HMI 312 CUSTOM CUSTOM LOGIC - SEND MCC-A VOLTAGE READING FROM POWER MONITOR TO HMI Transfer the Voltage reading from the power monitor to the HMI 313 CUSTOM CUSTOM LOGIC - SEND MCC-A CURRENT READING FROM POWER MONITOR TO HMI Transfer the Current reading from the power monitor to the HMI 314 CUSTOM CUSTOM LOGIC - SEND MCC-A WATTS READING FROM POWER MONITOR TO HMI Transfer the Watts reading from the power monitor to the HMI 315 CUSTOM CUSTOM LOGIC - SEND MCC-A WATT-HR READING FROM POWER MONITOR TO HMI Transfer the accumulated Watt-HR reading from the power monitor to the HMI 316 CUSTOM CUSTOM LOGIC - SEND MCC-A VA-HR READING FROM POWER MONITOR TO HMI Transfer the VA-HR reading from the power monitor to the HMI 317 CUSTOM CUSTOM LOGIC - SEND MCC-B VOLTAGE READING FROM POWER MONITOR TO HMI Transfer the Voltage reading from the power monitor to the HMI 318 CUSTOM CUSTOM LOGIC - SEND MCC-B CURRENT READING FROM POWER MONITOR TO HMI Transfer the Current reading from the power monitor to the HMI 319 CUSTOM CUSTOM LOGIC - SEND MCC-B WATTS READING FROM POWER MONITOR TO HMI Transfer the Watts reading from the power monitor to the HMI 320 CUSTOM CUSTOM LOGIC - SEND MCC-B WATT-HR READING FROM POWER MONITOR TO HMI Transfer the accumulated Watt-HR reading from the power monitor to the HMI 321 CUSTOM CUSTOM LOGIC - SEND MCC-B VA-HR READING FROM POWER MONITOR TO HMI Transfer the VA-HR reading from the power monitor to the HMI 322 SWS-C12C TRANSMITTER SIGNALS TEMPLATE LOGIC(SWS-C12C V1.02)Pump 1 VFD phase A current.44283 47645 323 SWS-C12C TRANSMITTER SIGNALS TEMPLATE LOGIC(SWS-C12C V1.02)Pump 1 VFD phase B current.44284 47652 324 SWS-C12C TRANSMITTER SIGNALS TEMPLATE LOGIC(SWS-C12C V1.02)Pump 1 VFD phase C current.44285 47659 325 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10) Pump 1 VFD Trouble Alarm (remove from logic at later date if identical to hard wired alarm)02289 04481 47666 326 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 1 VFD Overtemperature Alarm 02290 04483 47667 327 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 1 VFD Low DC Voltage Alarm 02291 04485 47668 328 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 1 VFD Output SCR Fail 02292 04487 47669 329 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 1 VFD Input Overvoltage 02293 04489 47670 330 SWS-C12C TRANSMITTER SIGNALS TEMPLATE LOGIC(SWS-C12C V1.02)Pump 2 VFD phase A current.44286 47671 331 SWS-C12C TRANSMITTER SIGNALS TEMPLATE LOGIC(SWS-C12C V1.02)Pump 2 VFD phase B current.44287 47678 332 SWS-C12C TRANSMITTER SIGNALS TEMPLATE LOGIC(SWS-C12C V1.02)Pump 2 VFD phase C current.44288 47685 333 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10) Pump 2 VFD Trouble Alarm (remove from logic at later date if identical to hard wired alarm)02294 04491 47692 334 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 2 VFD Overtemperature Alarm 02295 04493 47693 335 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 2 VFD Low DC Voltage Alarm 02296 04495 47694 336 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 2 VFD Output SCR Fail 02297 04497 47695 337 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 2 VFD Input Overvoltage 02298 04499 47696 338 SWS-C12C TRANSMITTER SIGNALS TEMPLATE LOGIC(SWS-C12C V1.02)Pump 3 VFD phase A current.44289 47697 339 SWS-C12C TRANSMITTER SIGNALS TEMPLATE LOGIC(SWS-C12C V1.02)Pump 3 VFD phase B current.44290 47704 340 SWS-C12C TRANSMITTER SIGNALS TEMPLATE LOGIC(SWS-C12C V1.02)Pump 3 VFD phase C current.44291 47711 341 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10) Pump 3 VFD Trouble Alarm (remove from logic at later date if identical to hard wired alarm)02299 04501 47718 342 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 3 VFD Overtemperature Alarm 02300 04503 47719 343 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 3 VFD Low DC Voltage Alarm 02301 04505 47720 344 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 3 VFD Output SCR Fail 02302 04507 47721 345 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 3 VFD Input Overvoltage 02303 04509 47722 346 SWS-C12C TRANSMITTER SIGNALS TEMPLATE LOGIC(SWS-C12C V1.02)Pump 4 VFD phase A current.44292 47723 347 SWS-C12C TRANSMITTER SIGNALS TEMPLATE LOGIC(SWS-C12C V1.02)Pump 4 VFD phase B current.44293 47730 348 SWS-C12C TRANSMITTER SIGNALS TEMPLATE LOGIC(SWS-C12C V1.02)Pump 4 VFD phase C current.44294 47737 349 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10) Pump 4 VFD Trouble Alarm (remove from logic at later date if identical to hard wired alarm)02304 04511 47744 350 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 4 VFD Overtemperature Alarm 02305 04513 47745 351 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 4 VFD Low DC Voltage Alarm 02306 04515 47746 352 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 4 VFD Output SCR Fail 02307 04517 47747 353 SWS-C12F DISCRETE SIGNAL TEMPLATE LOGIC(SWS-C12F V1.10)Pump 4 VFD Input Overvoltage 02308 04519 47748 354 CUSTOM CUSTOM LOGIC - MODBUS+ MSTR READ FROM BUS-A POWER MONITOR Read the Power Monitor electrical parameters that need to be monitored. 355 CUSTOM CUSTOM LOGIC - MODBUS+ MSTR READ FROM BUS-B POWER MONITOR Read the Power Monitor electrical parameters that need to be monitored. 356 CUSTOM CUSTOM LOGIC - MODBUS+ MSTR READ FROM MCC-A POWER MONITOR Read the Power Monitor electrical parameters that need to be monitored. 357 CUSTOM CUSTOM LOGIC - MODBUS+ MSTR READ FROM MCC-B POWER MONITOR Read the Power Monitor electrical parameters that need to be monitored. 17410 Attachment D - Sample Program Flowchart Page 13 of 14 Aug 25, 2020 DR A F T Job No.Project Name PLC Name Programming Flow Chart DO 02xxx DI 04xxx INT 07xxx AO 42xxx AI 44xxx INT 47xxx REGISTER NUMBERCOMMENT LOOP TAG NUMBER (DESC1) EQUIPMENT NAME (DESC2) BLOCK NUMBER TEMPLATE NAME TEMPLATE PAGE TITLE DESCRIPTION REGISTER STARTING ADDRESS MOD 358 CUSTOM CUSTOM LOGIC - MODBUS+ MSTR READ FROM PUMP 1 VFD Read the Pump 1 VFD electrical parameters that need to be monitored. 359 CUSTOM CUSTOM LOGIC - MODBUS+ MSTR READ FROM PUMP 2 VFD Read the Pump 2 VFD electrical parameters that need to be monitored. 360 CUSTOM CUSTOM LOGIC - MODBUS+ MSTR READ FROM PUMP 3 VFD Read the Pump 3 VFD electrical parameters that need to be monitored. 17410 Attachment D - Sample Program Flowchart Page 14 of 14 Aug 25, 2020 DR A F T PSA2021-001 COMMISSIONING PROGRAMMING PROFESSIONAL SERVICES 01810-1 17410 Attachment E Section 01810 Commissioning PART 1 - GENERAL 1.1 SUMMARY A. This section identifies the requirements for pre-commissioning and commissioning activities for all electrical, mechanical, instrumentation, control and process equipment. This section ties together the many activities defined in other Specifications sections that are required to be performed and completed during pre-commissioning and commissioning and provides the overall requirements for the pre-commissioning and commissioning process. B. Provide all personnel, tools, labor, equipment, materials, documentation, testing piping, devices, and equipment for testing, pre-commissioning, and commissioning activities. The CONTRACTOR shall provide proper planning, notification, scheduling, and coordination for all activities. 1.2 RELATED WORK SPECIFIED UNDER OTHER SECTIONS: A. The requirements of the following sections and divisions apply to the Work of this section. Other sections and divisions of the Specifications, not referenced below, shall also apply to the extent required for proper performance of this Work. 1. Section 01300, Contractor’s Construction Schedule and Reports 2. Section 01783, Equipment Service Manuals 3. Section 01811, Commissioning Dashboard 4. Section 01820, Training of OC SAN Personnel 5. Division 08710, Finish Hardware 6. Section 10400, Identifying Devices 7. Division 11, Equipment 8. Section 11910, Diesel-Fueled Standby Engine-Generator Set 9. Section 13500, Closed Circuit Television CCTV 10. Section 13700, Access Control and Alarm Monitoring System 11. Section 13850, Fire Alarm System 12. Division 14, Conveying System 13. Division 15, Mechanical 14. Section 16080, Electrical Testing DR A F T COMMISSIONING PSA2021-001 PROGRAMMING PROFESSIONAL SERVICES 01810-2 15. Division 16, Electrical, other applicable sections 16. Division 17, Instrumentation and Control 1.3 DEFINITIONS A. Certificate of Proper Installation (COPI): A written report signed by a trained and qualified representative of the manufacturer certifying that each equipment specified in Divisions 8, 10, 11, 13, 14, 15, 16 and 17 is installed properly in accordance with the manufacturer’s installation instructions. B. Certificate of Proper Operation (COPO): A written report signed by a trained and qualified representative of the manufacturer certifying that each equipment specified in Divisions 8, 10, 11, 13, 14, 15, 16 and 17 is properly installed and lubricated, accurately aligned, free from any undue stress imposed by connecting piping or anchor bolts, has been operated under full load conditions and operates in accordance with specified requirements. C. Commissioning: All pre-operational, operational, functional, reliability and field performance tests, including pre-ORT, ORT, FAT, RAT, and PAT, that demonstrate the proper function, operation, performance and configuration of the equipment and systems. D. Commissioning Dashboard: A spreadsheet tracking tool developed, used and maintained by the CONTRACTOR, as defined in Section 01811, and shared with the ENGINEER to track that status and progress of all pre-commissioning and commissioning activities identified in this section and in Tables 1a and 1b. E. Commissioning Package: A group of equipment, devices, and accessories that have dependencies on one another, operate together to perform a function, will be pre- commissioned and commissioned together, and will be tested as a system during operational readiness testing (ORT), functional acceptance testing (FAT) and reliability acceptance testing (RAT). All equipment installed, modified or connected under this Contract (including connections to existing equipment) shall be part of a commissioning package. F. Functional Acceptance Test (FAT): Tests equipment and instrument operation and shutdowns under load (in REMOTE MANUAL mode of operation) using process fluid (water, air, etc.) to verify proper functionality. Tests equipment and systems in REMOTE AUTOMATIC and AUTOMATIC modes of operation with software and water (as defined in the procedure or Part 3) or other process fluid to simulate normal operating conditions. Test automatic transfer switches with normal and standby power sources. Test medium- voltage and low-voltage switchgear by simulating incoming voltage to the protective devices. For non-process systems, test the functionality of the system using actual conditions (i.e., fire alarm system, access control system, HVAC, battery chargers, automatic transfer switches, uninterruptible power supplies, generators, etc.). G. Gate Report: A report that documents the results of pre-commissioning and commissioning and is accepted by the ENGINEER prior to the CONTRACTOR’s authorization to proceed to the next phase of commissioning. See Part 1, Article entitled “Gate Reports” of this section for content requirements. H. Operational Readiness Test (ORT): Tests equipment, instrumentation, wiring, hardware, and software without water or any other process fluid in the LOCAL, HAND and REMOTE MANUAL modes of operation. DR A F T PSA2021-001 COMMISSIONING PROGRAMMING PROFESSIONAL SERVICES 01810-3 I. Performance Acceptance Test (PAT): A test executed by OC SAN after substantial completion to verify that the process system operates in accordance with the designed minimum and maximum performance requirements. J. Pre-Commissioning: All activities that are required to be completed prior to the start of commissioning. This includes all equipment checks and testing, loop checks (witnessed and unwitnessed) and the pre-commissioning Gate Report. K. Reliability Acceptance Test (RAT): A test to check that the system can operate continuously in the intended manner for an extended period without failure. During the RAT, the system under test shall be operated within design parameters reflecting the day- to-day operation of the facilities for an uninterrupted period. L. System: A group of equipment, instruments, devices, and piping that is part of an overall process, electrical distribution, or a portion thereof, and performs a specific function. 1.4 SUBMITTALS A. Submit the following information in addition to instrument, device, and equipment testing reports and submittals required in other Specifications sections: 1. Resumes for the Commissioning Coordinator and Commissioning Team Leaders. 2. Manufacturer Services: Submit a letter from the manufacturers (forty-five (45) days prior to performing the service) stating that each proposed manufacturers’ representative who will perform services is qualified, trained and has experience performing the required services. 3. FDT procedures 4. Final sample test and certification documentation forms 5. Commissioning Overview a. Commissioning Plans for each commissioning package b. Calibration: (1) Credentials and certification of the person proposed by the CONTRACTOR for calibration of all instruments. (2) Sample calibration forms, showing pass/fail ranges, that will be used as a template. (3) Calibration documentation for test equipment. Calibration documentation must be submitted and accepted by the ENGINEER prior to use of test equipment and after each annual calibration. c. Meeting minutes (via e-mail only, not as a construction submittal) d. Schedule: (1) Commissioning schedule with required updates DR A F T COMMISSIONING PSA2021-001 PROGRAMMING PROFESSIONAL SERVICES 01810-4 (2) Three (3)-week commissioning activity look ahead schedule with required updates 6. Record Keeping System and Tracking Tools: Submit sample for acceptance and updates on the required intervals the following tracking spreadsheets: a. Lock-out and tag-out procedures b. 480V and greater conductor testing/torquing/energization c. Instrumentation, control and alarm circuit conductor testing d. Wire tag/loop check e. Instrumentation calibration f. Manufacturer services g. Electronic configuration files h. Individual equipment service manuals i. Post-energization electrical testing 7. Lock-out and Tag-out Procedures and Policies that will be used by the CONTRACTOR during pre-commissioning and commissioning. Procedures shall be updated to reflect any changes. 8. Gate Reports: Submit within thirty (30) days after completion of the last required for the associated Gate Report. B. Submit instrument, device, and equipment testing reports required in other Specifications sections within thirty (30) days after completion of testing. C. Final punch list items. D. Final as-built drawings. 1.5 PROJECT COMMISSIONING GROUP A. CONTRACTOR’S Project Commissioning Group 1. Assemble a Commissioning Group consisting of the Commissioning Coordinator, Commissioning Team Leaders for ORT and FAT (see ENGINEER responsibilities below for the maximum number of Commissioning Teams allowed), commissioning team members, support staff, technical support personnel from the CONTRACTOR and Subcontractor, CONTRACTOR’S Training Representative (in accordance with Section 01820, Training of OC SAN Personnel), and separate leads for mechanical, electrical and instrumentation. 2. CONTRACTOR’s Commissioning Teams shall perform commissioning activities and procedures with the ENGINEER. DR A F T PSA2021-001 COMMISSIONING PROGRAMMING PROFESSIONAL SERVICES 01810-5 3. Working with the Commissioning Coordinator, the mechanical, electrical and instrumentation leads shall be responsible for confirming Work is complete and ready for witnessed loop checks and commissioning, overseeing pre-commissioning and troubleshooting activities, and verifying the resolution of punch list items and issues. 4. Commissioning Teams shall be available at the Work site during normal working hours (eight (8) hours a day, five (5) days a week, except Saturdays, Sundays and OC SAN holidays) and shall be available onsite within two (2) hours after being notified at all other times. This team shall be equipped and always ready to provide emergency repairs and make required adjustments and corrections to the equipment and systems installed and modified by this Contract. B. CONTRACTOR’s Commissioning Coordinator 1. Qualifications a. The Commissioning Coordinator shall be [independent of the CONTRACTOR and any of the suppliers, hired by the CONTRACTOR and] accepted by the ENGINEER within sixty (60) days from the effective date of the Notice to Proceed. The Commissioning Coordinator will be interviewed upon acceptance of the Commissioning Coordinator’s resume as part of the acceptance process. The Commissioning Coordinator shall be experienced in all activities related to pre-commissioning and commissioning, including all facility operations, tests, adjustments and measurements. The Commissioning Coordinator shall have a minimum of [five (5)] [ten (10)] years of experience in operations and commissioning of facilities of similar type, size, and capacity. The Commissioning Coordinator shall be experienced in all aspects of planning, documentation, testing, pre-commissioning, and commissioning. 2. Responsibilities: a. Be authorized by the CONTRACTOR to manage, lead, schedule, and direct the Commissioning Team and all testing, pre-commissioning and commissioning activities. b. Pre-Commissioning and Commissioning Plan and Documents: (1) Develop and implement the Commissioning Plan. (2) Update the Commissioning Plan and associated field copies with any changes that occur. (3) Review and finalize pre-ORT, ORT and FAT procedures provided by OC SAN in Attachment A. (4) Develop pre-ORT, ORT, FAT and RAT procedures for equipment that have not been provided by OC SAN. (5) Review and finalize test and certification documentation forms provided by OC SAN so they are specific to each item of equipment and system installed, modified, or rewired under this Contract. The CONTRACTOR shall request forms from the ENGINEER. The CONTRACTOR shall meet with the ENGINEER to review all final forms and submit them for acceptance. DR A F T COMMISSIONING PSA2021-001 PROGRAMMING PROFESSIONAL SERVICES 01810-6 (6) Develop test and certification documentation forms specific to each equipment, instrument, and device that have not been provided by OC SAN that were installed, modified, or rewired under this Contract. The CONTRACTOR shall meet with the ENGINEER to review all final forms and submit them for acceptance. (7) Develop test documentation forms specific to each item of equipment that have not been provided by OC SAN that were installed, modified, or rewired under this Contract. (8) Update the Commissioning Dashboard in accordance with Specifications Section 01811, Commissioning Dashboard. (9) Develop and utilize a record keeping system and tracking tools. c. Develop and utilize pre-startup checklists. Schedule: (1) Develop and update a detailed pre-commissioning and commissioning schedule and incorporate it into the Construction Schedule. (2) Develop and update a weekly Three-Week Look-Ahead schedule during the pre-commissioning and commissioning phases. d. Manufacturer Services: (1) Schedule and coordinate manufacturer’s services required in accordance with Manufacturer’s Field Services in this section and the individual equipment Specifications sections. (2) Notify the ENGINEER when any manufacturer services are to be performed. e. Pre-Commissioning and Commissioning: (1) Provide technical oversight during the pre-commissioning and commissioning activities. (2) Be responsible for preparing pre-commissioning and commissioning submittals. (3) Provide all documentation that equipment, instrumentation and devices are ready for testing. (4) Track NETA acceptance testing required in accordance with Specifications Section 16080, Electrical Testing. (5) Coordinate pre-commissioning tests, pre-commissioning activities, and loop checks. (6) Coordinate commissioning activities. (7) Support OC SAN with troubleshooting during RAT if requested by the ENGINEER and coordinate any repairs. OC SAN will direct operations during RAT to protect public health, safety and water quality. DR A F T PSA2021-001 COMMISSIONING PROGRAMMING PROFESSIONAL SERVICES 01810-7 (8) Provide all gate reports, per commissioning package, after the pre- commissioning phase and each phase of commissioning. The report shall include the collection of data and documentation during that portion of the Work as described in Article entitled “Gate Reports” herein. f. OC SAN Training: (1) Formally request training facilities for the classroom portion of the operator and maintenance training thirty (30) days prior to use. (2) Oversee and coordinate the activities and duties of the CONTRACTOR’s Training Representative. g. Equipment Service Manuals: (1) Oversees the submittal process of the Equipment Service Manuals, which are required in accordance with Specifications Section 01783, Equipment Service Manuals. h. Meetings: (1) Conduct monthly commissioning meetings from the date of ENGINEER’s acceptance of the Commissioning Coordinator through the start of Unwitnessed Loop Checks. The meeting shall cover the Commissioning Plan development, pre-commissioning progress and activities, and preparation of loop checks. The meeting shall be documented with meeting minutes. Draft meeting minutes shall be submitted to the ENGINEER within seven (7) days after the meeting for review and comment. Final meeting minutes shall be submitted within fourteen (14) days after the meeting. (2) Conduct [bi-weekly] [weekly] commissioning meetings from the start of Unwitnessed Loop Checks through the completion of the Reliability Acceptance Test. The meeting shall cover the Three-Week Look-Ahead schedule and track actions and punch-list items. The meeting shall be documented with meeting minutes. Draft meeting minutes shall be submitted to the ENGINEER within seven (7) days after the meeting for review and comment. Final meeting minutes shall be submitted within fourteen (14) days after the meeting. (3) Conduct daily kick-off meetings in the morning (discuss the activities and sequencing planned for the day) and debrief meetings at the end of the day (discuss progress, issues and concerns) when pre-commissioning witnessed loop checks and commissioning activities are being performed. These meetings shall be brief and last approximately fifteen (15) minutes. C. CONTRACTOR’s Commissioning Team Leader 1. Qualifications DR A F T COMMISSIONING PSA2021-001 PROGRAMMING PROFESSIONAL SERVICES 01810-8 a. Resumes of the Commissioning Team Leaders shall be submitted for acceptance. The Commissioning Team Leader shall be accepted by the ENGINEER during the acceptance process of the Commissioning Coordinator. The Commissioning Team Leader shall have experience on at least three projects performing equipment startup and commissioning activities. 2. Responsibilities: a. Lead and direct the Commissioning Team in the field during the ORT and FAT procedures for their respective team and sign the completed procedure steps. b. The Commissioning Coordinator may serve as a Commissioning Team Leader for one of the Commissioning Teams provided all Commissioning Coordinator duties are being successfully performed in a timely manner. D. ENGINEER 1. Responsibilities a. Inspect equipment and wiring and observe the following tests for compliance with the Contract Documents. (1) Factory Demonstration Test – Part 2 (no more than one FDT at a time) (2) Witnessed Loop Checks. The CONTRACTOR shall base their bid on having no more than two witnessed loop check teams at a time when no commissioning activities are being performed or one witnessed loop check team when commissioning activities are being performed. b. Complete Permission to Energize Electrical Equipment Forms and authorize the initial energization of electrical equipment. c. Observe the following tests for compliance with the Contract Documents. The CONTRACTOR shall base their bid on having no more than [one team] [two teams] to perform any combination of commissioning activities (electrical equipment energization, pre-ORT, ORT, FAT and RAT) at a time. (1) Electrical Equipment Energization (2) Pre-ORT (3) Operational Readiness Test (4) Functional Acceptance Test (5) Reliability Acceptance Test (6) [Performance Acceptance Test] d. Furnish and install process control software [unless specified in Section 17410, Programming by Contractor] and download the process control software starting with ORT. DR A F T PSA2021-001 COMMISSIONING PROGRAMMING PROFESSIONAL SERVICES 01810-9 e. Provide labor and services to inspect and support the integration of OC SAN- furnished process control software with the Project equipment, instrumentation, devices, and control system during all commissioning phases. f. Provide operators for the RAT. g. Provide classroom facilities for operator and maintenance training. h. Review of all test data and results. 1.6 FACTORY DEMONSTRATION TEST (FDT) PROCEDURES A. Develop and submit step-by-step written procedures for the systematic testing of pumps, process equipment, mechanical equipment, electrical equipment, and control panels at the factory where required in individual Specifications sections. The submittal shall include the following: 1. The setup requirements for the test and the steps required to complete the test. 2. A description of what is being verified at each individual step of the test with the associated passing criteria. 3. A list of all test equipment to be used for the tests. 4. When process testing of equipment is required, a diagram shall be provided showing the equipment, test setup arrangement, equipment and piping interconnections, and any special test equipment. 5. Test schedule. 6. The FDT checkout procedures shall be reviewed and approved by the respective equipment manufacturers and be acceptable to the ENGINEER. FDT procedures shall be accepted by the ENGINEER 30 days prior to FDT1. B. FDT 1 – Factory Demonstration Test – Part 1: The purpose of this test is for the CONTRACTOR to inspect and witness the testing of the Contract equipment at the manufacture’s facility in accordance with.an accepted procedure. C. FDT 2 – Factory Demonstration Test – Part 2: The purpose of this test is for the CONTRACTOR and ENGINEER to inspect and witness the testing of the Contract equipment at the manufacture’s facility in accordance with an accepted procedure. 1.7 COMMISSIONING OVERVIEW AND PLANS A. Provide a commissioning overview and a separate Commissioning Plan for each commissioning package. These items shall be submitted separately for review and acceptance by the ENGINEER. B. Once the ENGINEER has accepted a Commissioning Plan, the Commissioning Coordinator shall reproduce the plans in sufficient number for the Commissioning Coordinator’s purposes and provide two (2) hard copies of the plan in the field for the CONTRACTOR’s commissioning team and the ENGINEER to use. One copy will be used by the field staff and one copy (master) will be used by OC SAN’s programming staff. The DR A F T COMMISSIONING PSA2021-001 PROGRAMMING PROFESSIONAL SERVICES 01810-10 plans shall be kept up to date on a regular basis. No Work, as described in this section, shall begin until the Commissioning Plan has been accepted by the ENGINEER. C. A Commissioning Overview submittal shall be provided and shall include the following: 1. Tab 1 - Staff a. Organization chart of the Commissioning Team for conducting the pre- commissioning and commissioning activities. b. Description of Commissioning Team members relevant experience on similar projects, their role on each of these projects, and a list of three (3) references with contact information (e-mail and phone numbers). c. Roles and responsibilities of Commissioning Team members. d. Email and cell phone numbers for the Commissioning Team members. The ENGINEER shall be informed of any change in commissioning staff or contact information through the duration of Pre-Commissioning and Commissioning. 2. Tab 2: List of commissioning packages a. The CONTRACTOR shall develop a list of commissioning packages. The CONTRACTOR shall include redline P&IDs to better define which equipment is part of a commissioning package when a large system is constructed and commissioned in phases or when equipment cannot easily be defined by a system description (e.g., a sump pump system, supply or exhaust fan, or plant air system is being commissioned with a larger system). D. A Commissioning Plan shall be provided for each commissioning package and shall include the following: 1. Tab 1: Calibration Forms a. Develop instrumentation calibration forms that include calculated calibration values and acceptable plus/minus calibration ranges in engineering units for each test point. 2. Tab 2: Tracking Reports a. Include tracking reports as specified in Part 1, Article entitled “Record Keeping System and Tracking Tools” with all information filled out, except for information under the tracking columns. Only tasks to be completed in the future shall be left blank. 3. Tab 3: Pre-Test Checklist a. Develop a checklist for all equipment in a commissioning package that must be verified prior to testing. The purpose of this checklist is to verify that all valves, breakers, motors, etc. are in their proper position (i.e., open, closed, energized, de-energized, etc.) to ensure a safe and efficient test. The CONTRACTOR shall submit a separate checklist for ORT and FAT testing for each commissioning package. Each instrument, device, and piece of equipment shall be referred to by its English description and by its tag number. DR A F T PSA2021-001 COMMISSIONING PROGRAMMING PROFESSIONAL SERVICES 01810-11 4. Tab 4: Testing Piping Plan a. The Contractor shall identify all water used in each test, and how, where, and at what conditions it is supplied and discharged. Testing piping shall be provided as necessary to operate equipment at all test conditions. The CONTRACTOR shall develop all testing piping plans required to perform FAT. (1) [The following is the supply point for water and the available flow conditions: Supply Point of Connection/Drawing Test Procedure Available Supply Flow (gpm) Available Pressure (psig) (2) The following is the discharge point and the maximum discharge flow:] Discharge Point of Connection/Drawing Test Procedure Maximum Discharge Flow (gpm) b. For each testing pipe, the plan shall include the required flow criteria, sizing calculations, plan drawings, redlines of P&IDs, and all piping details required for testing. The plan shall also include what new and existing mechanical equipment will be manipulated during testing. c. The testing piping system shall include the following key components: (1) A flow metering instrument when flow is needed for measurement and control, and the controlling flow meter is bypassed by the testing piping. The flow metering instrument may be an orifice plate, magmeter, insertion magmeter, ultrasonic or another device proposed by the CONTRACTOR and accepted by the ENGINEER. All instruments shall be factory or field calibrated. The full range accuracy of the flow metering device shall be plus or minus one (1) percent. (2) A throttling valve that creates a back pressure on the pumps to replicate the full and reduced performance/capacity operating range of the equipment if required. (3) Necessary piping connections and accessories such as air release valves, vacuum relief valves, pressure control valves, drains, and instrumentation connections. Accessories shall be shown on the testing piping plan and redlined P&IDs. 5. Tab 5: Pre-ORT Procedures a. Develop Pre-ORT testing checklist to verify valves, gates, motors and appurtenances are ready to test as described in the paragraph entitled “Commissioning – Phase 2, Pre-ORT Activities” in Part 3 of this section. b. Standard pre-check procedures for vendor packaged equipment. DR A F T I I COMMISSIONING PSA2021-001 PROGRAMMING PROFESSIONAL SERVICES 01810-12 6. Tab 6: Packaged Equipment ORT and FAT Procedures: a. Use the vendor’s standard testing procedures for testing their packaged equipment during ORT and FAT. The test procedures shall demonstrate equipment performance, all operational requirements, all modes of operation (local and automatic) and all interlocks. The following information shall be provided with the vendor’s ORT and FAT procedures: (1) Control strategy (2) Setpoint list (3) Shutdown list (4) Alarm list b. Develop ORT and FAT procedures to supplement the vendor’s standard testing procedures when the vendor’s procedures do not cover the overall system operations and commissioning package interfaces, interlocks and shutdowns with other systems. c. Develop ORT and FAT procedures for packaged equipment and systems when the manufacturer does not have a standard testing procedure. The ORT and FAT procedures shall conform to the ORT and FAT procedures described in the tabs below. The CONTRACTOR shall have the respective equipment manufacturer review and approve the procedure and provide a written letter of acceptance in this tab. d. If there is no packaged equipment in this Project, provide a placeholder for this tab and indicate that it is “Not Applicable.” 7. Tab 7: ORT Procedures: a. OC SAN has developed a select number of the ORT procedures for the Project in Attachment A. CONTRACTOR shall review and finalize these procedures based on the actual equipment and systems being provided. b. Develop step-by-step procedures to systematically test every control circuit for all equipment, instruments, devices, and wiring installed or modified under this Contract where OC SAN has not provided a procedure. A procedure shall be submitted for each piece of equipment with a control or I/O circuit. The procedure shall test equipment in LOCAL, HAND, and REMOTE MANUAL modes of operation. CONTRACTOR shall match the format of the procedures provided by OC SAN, which includes a description of the action to be performed and anticipated result, the register number for the associated PLC input and output point to be verified, action to be verified with comments, and signatures for the CONTRACTOR and ENGINEER for each procedure step. Procedures shall use the appropriate testing method for instruments and devices, as specified in Part 3, Article entitled “Commissioning – Phase 3, ORT Activities” of this section, to verify that the circuit is operating properly and connected to the correct device. The following is a typical list of equipment or systems that needs a procedure developed: (1) HVAC systems DR A F T PSA2021-001 COMMISSIONING PROGRAMMING PROFESSIONAL SERVICES 01810-13 c. ORT procedures shall verify the following: (1) I/O signals to/from the field device, motor starters or control panels, through all cabling, to the PLC and HMI and the application software properly operates. (2) Proper installation, operation and adjustment of all devices, instrumentation, and equipment on a loop by loop and component by component basis. Functionality shall be checked from the primary element in the field through all cabling to the PLC and HMI. (3) Proper operation of equipment controls, devices, and indicating lamps. (4) All hardwired interlocks properly shutdown the equipment. (5) All alarms are triggered at the HMI. (6) All status signals are monitored at the HMI. d. The electrical ORT procedures shall include the following: (1) Steps to test and check the LOCAL mode of operation, verify all required switching scenarios and functions, and verify that precluded switching scenarios do not occur. (2) Methodology for supplying temporary power (when required). (3) Steps to coordinate administrative controls of Project electrical equipment that interfaces with existing OC SAN electrical equipment to ensure that inadvertent energization of existing OC SAN equipment does not occur. e. Provide a list of all test equipment that will be used to perform each test. 8. Tab 8: Pre-FAT Procedures a. In REMOTE MANUAL, this procedure shall test the functionality of level instruments (verify operation from minimum to maximum level) and flow instruments with water, operation of gates with maximum water level upstream side, each water shutdown interlock (i.e., pump shuts down on high discharge pressure when discharge valve is throttled closed), and any other tests that require water to verify proper equipment and instrument operation prior to FAT. The shutdown interlocks are described in Commissioning – Phase 3, FAT Activities in Part 3, properly performs the function and verify the shutdown setpoint is the correct setpoint to properly protect the equipment and system. b. OC SAN has developed a select number of pre-FAT procedures for the Project in Attachment A. The CONTRACTOR shall review and finalize these procedures based on the actual equipment and systems being provided. DR A F T --- COMMISSIONING PSA2021-001 PROGRAMMING PROFESSIONAL SERVICES 01810-14 c. The CONTRACTOR shall develop step-by-step procedures to systematically test the functionality of select equipment and instruments installed under this Contract with water where OC SAN has not provided a procedure. The procedures shall verify the equipment and instrument operation with water. The procedures shall describe the initiation of shutdowns and the expected results that are to be verified. A procedure shall be submitted for each equipment and instrument requiring a pre-FAT. The CONTRACTOR shall match the format of the procedures provided by OC SAN. 8. Tab: FAT Procedures a. OC SAN has developed a select number of FAT procedures for the Project in Attachment A. CONTRACTOR shall review and finalize these procedures based on the actual equipment and systems being provided. b. Develop step-by-step procedures to systematically test the functionality of all equipment and systems installed or modified under this Contract where OC SAN has not provided a procedure. The procedure shall test equipment in LOCAL AUTO and REMOTE AUTOMATIC modes of operation. The procedure shall test all equipment and systems in REMOTE AUTOMATIC and AUTO modes to verify that the equipment and systems operate as described in the control strategies of the Specifications sections. The procedures shall describe the initiation of shutdowns and the expected results that are to be verified and shall test all startup and shutdown conditions for each piece of equipment and the system or process train to test the complete program functionality. The procedure shall include all testing scenarios. A procedure shall be submitted for each equipment and system. A system FAT shall be provided for all equipment that function together with programming interlocks. The CONTRACTOR shall match the format of the procedures provided by OC SAN. The following is a typical list of equipment or systems that needs a procedure developed procedures the: (1) HVAC systems (2) Fire alarm systems (3) Access control systems (4) Public address system (5) Closed circuit television system (6) Telephone (7) Elevators (8) Cranes and hoists c. Performance testing of each individual item of mechanical, electrical and instrumentation equipment shall be performed to duplicate the operating conditions described in the Contract Documents, as closely as possible. d. System tests shall be designed to duplicate operating conditions of the system as described in the Contract Documents, as closely as possible. DR A F T --- PSA2021-001 COMMISSIONING PROGRAMMING PROFESSIONAL SERVICES 01810-15 e. Provide a list of all test equipment that will be used to perform each test. f. The electrical FAT procedures shall include the following: (1) Steps to test the REMOTE (automatic and PLC controls) mode of operation, verify all required switching scenarios and functions, verify that precluded switching scenarios do not occur, and proper functionality of all interlocks. (2) Methodology for supplying temporary power (when required). (3) Steps to coordinate administrative controls of Project electrical equipment that interfaces with existing OC SAN electrical equipment to ensure that inadvertent energization of existing OC SAN equipment does not occur. g. The control strategies describe the general operation, interlocking and sequencing of a system, but do not describe every shutdown and logical sequence in exact detail. For procedures that reflect OC SAN programming, the CONTRACTOR shall allow the ENGINEER to revise the FAT procedures based on the final programming to incorporate equipment interlocks, shutdowns, and operating sequences. Provides that reflect the CONTRACTOR’s programming shall be revised to reflect the final program that will be tested during FAT. These revisions may include formal revisions to the procedure or ad-hoc revisions in the field as required. 9. Tab 10: RAT Procedures a. OC SAN will develop and execute the RAT procedures for the Project. b. Incorporate these procedures into the Commissioning Plan for each commissioning package. During the RAT procedures, the equipment and systems will be operated under various scenarios of normal operating conditions. Where possible the system will be tested to verify dry and wet weather design operating conditions and confirm system capacity. Failures will be simulated to test the fail- over logic, equipment shutdown sequencing, and equipment startup sequencing. c. CONTRACTOR does not need to be present unless required in an equipment Specifications section, but shall be available to troubleshoot and repair when requested. 10. Tab 11: PAT Procedures a. OC SAN will develop and execute the PAT procedures for the Project. b. Incorporate these procedures into the Commissioning Plan for each commissioning package. During the PAT procedures, the equipment and systems will be operated under different operating conditions to verify dry and wet weather design operating conditions and confirm system capacity. c. CONTRACTOR does not need to be present unless required in an equipment Specifications section, but shall be available to troubleshoot and repair when requested. 11. Tab 12: Drawings DR A F T COMMISSIONING PSA2021-001 PROGRAMMING PROFESSIONAL SERVICES 01810-16 a. Include the following drawings associated with the commissioning package. Markup the drawings showing the limits of Work associated with the commissioning package. (1) Single line diagrams (2) P&IDs (3) Control panel shop drawings (4) Control schematics from equipment shop drawings (5) Accepted loop drawings 1.8 SCHEDULE A. The Commissioning Coordinator shall develop a commissioning schedule for pre- commissioning and commissioning activities for all equipment and systems. The schedule shall include OC SAN personnel training. The pre-commissioning schedule shall be organized by remote input/output (RIO) panel and equipment. The commissioning schedule shall be organized by commissioning package and shall show the chronological order of all commissioning activities by test. The commissioning schedule shall incorporate the following restrictions in addition to the requirements identified in Tables 1a and 1b: 1. Witnessed loop checks shall not be performed for an RIO panel until all field and panel wire terminations associated with that RIO panel have been completed. 2. The electrical equipment energization process shall be complete and written authorization to energize shall be provided by the ENGINEER prior to the electrical equipment being allowed to be used for the associated equipment ORTs. 3. A commissioning package Pre-ORT shall be successfully performed before moving to ORT. 4. ORT procedures shall not be performed until: a. All witnessed loop checks have been successfully performed for all panels associated with the commissioning package ORT(s) b. Required electrical distribution equipment is energized c. A Pre-ORT has been successfully performed for the commissioning package d. All pre-ORT punch list items have been signed off by the ENGINEER e. The commissioning package pre-commissioning gate report has been accepted by the ENGINEER. 5. FAT shall not be performed until all ORT procedures and requirements for the commissioning package and pre-FAT punch list items have been signed off by the ENGINEER. DR A F T PSA2021-001 COMMISSIONING PROGRAMMING PROFESSIONAL SERVICES 01810-17 6. RAT shall not be performed until all FAT procedures and requirements for the commissioning package and pre-RAT punch list items have been signed off by the ENGINEER. B. CONTRACTOR’s Baseline Construction Schedule as specified in Division 01 of the Specifications shall incorporate the commissioning schedule. C. The commissioning schedule shall show the start date, duration and completion date of each pre-commissioning and commissioning activity. The schedule shall include FDT, COPI, NETA testing, Unwitnessed and Witnessed Loop Checks, electrical equipment energization, Pre-ORT, ORT, FAT, RAT, and COPO, as a minimum. D. The commissioning schedule shall include all operations and maintenance training activities. E. The schedule shall include pre-commissioning and commissioning submittal dates and OC SAN review and acceptance time for each submittal prior to moving to the next phase of pre-commissioning and commissioning. F. Within sixty (60) days of the ENGINEER’s acceptance of the Commissioning Overview submittal and all Commissioning Plans and ninety (90) days prior to any pre-commissioning and commissioning activity, the CONTRACTOR shall integrate the schedule into the Construction Schedule and submit a Construction Schedule revision for review by the ENGINEER as specified in Specifications Section 01300, Contractors Construction Schedule and Reports. G. The commissioning schedule shall be updated monthly in accordance with Specifications Section 01300, Contractors Construction Schedule and Reports, indicating schedule changes and which activities have been successfully completed. H. Three-Week Look-Ahead Schedule 1. Develop a three-week look-ahead schedule, that is updated on a weekly basis, starting three (3) weeks before the first unwitnessed loop check is performed through the completion of the last RAT. 1.9 RECORD KEEPING SYSTEM AND TRACKING TOOLS A. The Commissioning Coordinator shall develop and update a record keeping system to document compliance with the requirements of this Specifications section and the other Specifications sections for pre-commissioning and commissioning activities. The recording keeping system and tracking tools shall use different colors or separate columns to track acceptance by the CONTRACTOR and acceptance by the ENGINEER. The CONTRACTOR shall make the recording keeping system and tracking tools available to the ENGINEER at all times and shall provide the ENGINEER weekly updates of all record keeping systems and tracking tools from the point when information is first logged until all activities are complete. The recording keeping system shall be submitted for ENGINEER’S acceptance prior to their use. B. Conduct a workshop with the ENGINEER to review their approach to the record keeping system and tracking tools prior to implementation. The workshop shall also discuss electrical equipment energization and permission to energize tracking as part of the tracking spreadsheets and the Commissioning Dashboard. DR A F T COMMISSIONING PSA2021-001 PROGRAMMING PROFESSIONAL SERVICES 01810-18 C. The following tracking spreadsheets shall be developed as a minimum for the entire project. The tracking spreadsheets shall include a commissioning package column for sorting and filtering. The spreadsheets shall be submitted with the monthly progress report until the first pre-commissioning Gate report is submitted. After the pre-commissioning Gate report is submitted, commissioning package tracking spreadsheets shall be submitted on a bi-weekly basis. 1. Lock-out and Tag-out Procedures: Tracks the lock-out and tag-out procedure description, acceptance date, commissioning package, and comments. 2. 480V and Greater Conductor Testing/Torquing/Energization: Tracks the cable tag, commissioning package, equipment fed description, equipment fed tag, name of electrical equipment the cable is being fed from (switchgear, MCC, panelboard, etc.), source switchgear/MCC cubicle tag or panel circuit number, continuity check for each conductor, insulation resistance value for each conductor, source end information (performed by (CONTRACTOR), completion date, checked by (ENGINEER), torque value for each conductor and comments), and load end information (performed by (CONTRACTOR), completion date, checked by (ENGINEER), torque value for each conductor and comments). Include a NETA testing complete column for medium- voltage cables and cable bus. Also track the ENGINEER’s permission to energize date for each circuit. 3. Instrumentation, Control and Alarm Circuit Conductor Testing: Tracks the cable tag, commissioning package, fed from description and tag, fed to description and tag, continuity check for each conductor, and insulation resistance value for each conductor. 4. Wire Tag/Loop Check: Tracks the loop drawing number, loop drawing title, RIO panel number, commissioning package, Unwitnessed Loop Check information (check by and check date), Wire Tag Check information (check by, check date and comments (ENGINEER)), and Witnessed Loop Check information (check by, check date and comments (CONTRACTOR and ENGINEER)). 5. Instrumentation Calibration: Tracks the instrumentation tag, description, calibration method, completion of calibrations, and commissioning package. 6. Manufacturer Services (tracks the following): a. Completion of training plans, COPI, COPO, training of OC SAN personnel, and commissioning package. b. Submittal of a letter stating that the proposed manufacturers’ personnel are qualified, trained and have experience performing the required services for all equipment, instruments and devices that require manufacturer services. 7. Electronic Configuration File: Tracks the equipment tag, description, commissioning package, and the submittal date of electronic native files with software, and PDF printouts of configuration settings highlighting changes to default settings. PDF shall be searchable. 8. Individual Equipment Service Manuals: Track the Specifications section, equipment description, equipment loop tag numbers (instrument, mechanical, electrical, etc.), commissioning package, acceptance date, and comments. DR A F T PSA2021-001 COMMISSIONING PROGRAMMING PROFESSIONAL SERVICES 01810-19 9. Post-Energization Electrical Testing: Tracks the Specifications section and article, test description, commissioning package, date when test is required, completion date and comments. D. The Commissioning Coordinator shall be responsible for setting up and updating a Commissioning Dashboard to track the completion of all pre-commissioning and commissioning activities. This dashboard shall be used to verify all items are complete prior to moving to the next phase. The CONTRACTOR may use the Commissioning Dashboard provided by OC SAN as defined in Section 01811, Commissioning Dashboard, or may use its own tracking tool. If the CONTRACTOR uses its own tool, it shall be submitted for ENGINEER’s acceptance prior to its use. 1.10 GATE REPORTS A. Submit Gate Reports for each commissioning package to the ENGINEER for acceptance to continue through the Commissioning process. Gate Reports are a collection of all test reports, test data, certificates and forms for all equipment, instruments and systems, that are produced during the pre-commissioning and commissioning phases for each commissioning package. The Commissioning Coordinator is responsible for producing these reports. B. Pre-commissioning Gate Report 1. The Pre-Commissioning Gate Report shall include the following: a. Tab 1 – Completion Statement: A formal statement that the CONTRACTOR has completed the following requirements and is ready to move to the next phase of commissioning: (1) All requirements and punch list items associated with pre-commissioning. (2) RFIs and responses up to date and all approved changes complete associated with the Work (3) Tags for equipment and instrument are properly installed (4) All electrical equipment, devices, instruments, enclosures, pull boxes, field control panels and control panels and secure all panel and wire covers associated with the loop checks have been inspected and cleaned. (5) Electrical rooms are clean and all construction work in the electrical room is complete (Wiring may be remaining for equipment not being energized). b. Tab 2 – Pre-commissioning Activities: (1) An index of pre-commissioning submittals indicated in Table 1a and specified in other Specifications sections that are required to be complete during pre-commissioning, with the associated accepted submittal number. At a minimum, the index shall include the following list with a “not applicable (N/A)” for any submittal that is not required for the associated commissioning package: (a) CONTRACTOR’s lock-out tag-out and safety procedures DR A F T COMMISSIONING PSA2021-001 PROGRAMMING PROFESSIONAL SERVICES 01810-20 (b) Factory Demonstration Test procedures (c) Factory performance tests (d) Factory Demonstration Test - Part 1 Report (unwitnessed) (e) Factory Demonstration Test - Part 2 Report (Witnessed) (f) Electrical system analyses and measurements information (Section 16431) (g) Mechanical alignment reports (h) Metallurgical test reports (i) Pressure test reports (j) Electrical equipment tests (Section 16080 and Div. 16) (k) Motors tested by CONTRACTOR (Section 16080) (l) Conductor test reports (m) Conductor torque logs (n) EID Data (Manufacturer and Model Number) (o) Approval of Section 17410, Programming by Contractor, Step 4 – Bench Test (p) Operating permits (q) Operator & Maintenance Training Plan (r) All draft individual equipment service manuals (Identify submittals in Individual Equipment Service Manuals Tracking Report) (2) This tab shall also include the following completed tracking reports as specified in Part 1, Article entitled “Record Keeping System and Tracking Tools” of this section. Include a printout of the Commissioning Dashboard: (a) CONTRACTOR’s Lock-Out and Tag-Out Procedures Tracking Report (b) 480V and Greater Conductor Testing/Torquing/Energization Tracking Report (c) Instrumentation, Control and Alarm Circuit Conductor Tracking Report (d) Manufacturer Services Tracking Report showing completion of training plans (e) Individual Equipment Service Manuals Tracking Report DR A F T PSA2021-001 COMMISSIONING PROGRAMMING PROFESSIONAL SERVICES 01810-21 c. Tab 3 – Instrumentation Calibrations: The completed Instrumentation Calibration Tracking Report as specified in Part 1, Article entitled “Record Keeping System and Tracking Tools” of this section. All instrument calibrations shall be complete except instruments on packaged equipment. Completed and signed instrument calibration forms and factory calibration certificates. Documentation shall be grouped for each instrument with the commissioning package Instrumentation Checklist, sorted in ascending order of the loop number (15L-101, 15L-102, 15M-100…), showing that all documentation has been completed. d. Tab 4 – Configuration Files: A PDF printout of the configuration files highlighting all changes from the standard default configuration, including any jumper or internal switch settings, for every device, instrument or piece of equipment (i.e., valve actuators, gate actuators, analyzers, level instruments, pressure transmitters, indicators, VFDs, soft starters, etc.) with user defined settings. PDF shall be searchable. Electronic configuration files in their native format with the associated software to open, view and modify the native file shall also be provided. The Electronic Configuration File Tracking Report as specified in Part 1, Article entitled “Record Keeping System and Tracking Tools” of this section showing that all configuration files have been provided. e. Tab 5 – COPI: All manufacturer certificates of proper installation. The Manufacturer Services Tracking Report as specified in Part 1, Article entitled “Record Keeping System and Tracking Tools” of this section shall be provided showing that all COPIs have been performed. f. Tab 6 – Wire Tag/Witnessed Loop Check: The completed Wire Tag/Loop Check Tracking Report, as specified in Part 1, Article entitled “Record Keeping System and Tracking Tools” of this section, with CONTRACTOR and ENGINEER initials on the tracking report and highlighted and signed off loop drawings. g. Tab 7 – Redlined Drawings: Up to date redlined drawings: (1) Redlined single line diagrams (2) Redlined P&ID’s. (3) Redlined loop drawings signed by the ENGINEER. (4) Redlined schematics / control diagrams (5) Redlined control panel drawings (6) Redlined wiring drawings C. Commissioning – Phase 1 Gate Report, Electrical Equipment Energization 1. At a minimum, the Commissioning – Phase 1 Gate Report shall include the following: a. Tab 1 – Completion Statement: A formal statement that the CONTRACTOR has completed all requirements and punch list items associated with this commissioning phase and is ready to move to the next phase of commissioning. b. Tab 2 – ORT: Signed and completed ORT procedures. DR A F T COMMISSIONING PSA2021-001 PROGRAMMING PROFESSIONAL SERVICES 01810-22 c. Tab 3 – FAT: Signed and completed FAT procedures. d. Tab 4 – COPO: All manufacturer certificates of proper operation, when required for this phase. The Manufacturer Services Tracking Report as specified in Part 1, Article entitled “Record Keeping System and Tracking Tools” of this section shall be provided showing that all electrical COPOs have been provided. e. Tab 5 – Configuration Files: A PDF printout of the configuration file highlighting all changes from the standard default configuration, including any jumper or internal switch settings, for every device, instrument or piece of equipment (i.e., automatic transfer switches, protective relays, battery chargers, power monitors, etc.) with user defined settings. PDF shall be searchable. Electronic configuration files in their native format with the associated software to open, view and modify the native file shall also be provided. The Electronic Configuration File Tracking Report as specified in Part 1, Article entitled “Record Keeping System and Tracking Tools” of this section showing any revised or new configuration files that have been provided. f. Tab 6 – Permission to Energize: Completed permission to energize equipment forms for all electrically powered equipment and signed and completed motor pre- energization forms for all motors above 3 horsepower. This form shall be signed by the CONTRACTOR and the ENGINEER prior to equipment energization indicating that all pre-energization activities are completed. g. Tab 7 – Post-Energization Electrical Tests: Completed and signed test reports. h. Tab 8 – Redlined Drawings: Up to date redlined drawings: (1) Redlined single line diagrams (2) Redlined P&ID’s (3) Redlined loop drawings signed by the ENGINEER (4) Redlined schematics and elementary diagrams (5) Redlined control panel drawings (6) Redlined wiring drawings D. Commissioning – Phase 2 Gate Report, Pre-ORT 1. At a minimum, the Commissioning – Phase 2 Gate Report shall include the following: a. Tab 1 - Completion Statement: A formal statement that the CONTRACTOR has completed all requirements and punch list items associated with this commissioning phase and is ready to move to the next phase of commissioning. b. Tab 2 – Pre-ORT: Pre-ORT activities checklist documenting activities performed with their results. c. Tab 3 – Vibration Tests: Mechanical equipment vibration test results. DR A F T PSA2021-001 COMMISSIONING PROGRAMMING PROFESSIONAL SERVICES 01810-23 d. Tab 4 – Motor Tests: Uncoupled motor test results. e. Tab 5 – Packed Equipment Pre-Check List: Manufacturer pre-check test results for packaged equipment (if applicable). f. Tab 6 – Packaged Equipment Instrumentation Calibration: Completed and signed instrument calibration forms for vendor instruments (if applicable). E. Commissioning – Phase 3 Gate Report, ORT and FAT 1. At a minimum, the Commissioning – Phase 3 Gate Report shall include the following: a. Tab 1 – Completion Statement: A formal statement that the CONTRACTOR has completed the following requirements and is ready to move to the next phase of commissioning: (1) All requirements and punch list items associated with pre-commissioning. (2) EID data (serial no., purchase price, startup date, project phase, and misc. info) (include reference to EID submittal number). b. Tab 2 – ORT: Signed and completed ORT procedures. c. Tab 3 – Pre-FAT and FATFAT: Signed and completed Pre-FAT and FAT procedures. d. Tab 4 – Field Performance Tests: Field performance test results. e. Tab 5 – Operator Training: The Manufacturer Services Tracking Report as specified in Part 1, Article entitled “Record Keeping System and Tracking Tools” of this section shall be provided showing that all operator training has been provided. f. Tab 6 – Configuration Files: Any revisions to PDF printouts of configuration files highlighting all changes from the standard default configuration and revisions to electronic configuration files in their native format as required in the Commissioning – Phase 1 Gate Report. Include the Electronic Configuration File Tracking Report as specified in Part 1, Article entitled “Record Keeping System and Tracking Tools” of this section showing which setting information has been revised. g. Tab 7 – Redlined Drawings: Up to date redlined drawings: (1) Redlined single line diagrams (2) Redlined P&ID’s (3) Redlined loop drawings signed by the ENGINEER (4) Redlined schematics and elementary diagrams (5) Redlined control panel drawings DR A F T COMMISSIONING PSA2021-001 PROGRAMMING PROFESSIONAL SERVICES 01810-24 (6) Redlined wiring drawings F. Commissioning – Phase 4 Gate Report, RAT 1. At a minimum, the Commissioning – Phase 4 Gate Report shall include the following: a. Tab 1 – Completion Statement: A formal statement that the CONTRACTOR has completed all requirements and punch list items associated with the current commissioning phase and is ready for Substantial Completion. b. Tab 2 – RAT: Signed and completed RAT procedures. c. Tab 3 – COPO: All non-electrical manufacturer certificates of proper operation. The Manufacturer Services Tracking Report as specified in Part 1, Article entitled “Record Keeping System and Tracking Tools” of this section shall be provided showing that all COPOs have been provided. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION 3.1 GENERAL A. Pre-commissioning is made up of all the activities that shall be completed before the CONTRACTOR is permitted to begin Commissioning. B. Commissioning is composed of the following four (4) phases: 1. Phase 1: This phase performs electrical commissioning and energization. 2. Phase 2: This phase performs Pre-ORT and readiness tests on equipment to make sure that they are properly installed and configured and are ready to be commissioned. 3. Phase 3: This phase performs the ORT and FAT. 4. Phase 4: This phase performs the RAT and PAT. C. Tables 1a and 1b illustrate many of the tasks to be completed in each phase. D. Testing and Tie-in Coordination 1. Notify the ENGINEER in writing not less than fourteen (14) days in advance of the planned start date of equipment testing and tie ins to coordinate with plant operations and maintenance staff. E. Field Testing Information 1. Preliminary copies of testing data in field report form shall be made available to the ENGINEER within two (2) days after completion of each test. This information shall remain available to the ENGINEER for the duration of the Project. F. Materials and Equipment DR A F T PSA2021-001 COMMISSIONING PROGRAMMING PROFESSIONAL SERVICES 01810-25 1. Provide all testing and recording devices required for specified tests. Test equipment shall be calibrated annually. 2. Provide all lubricating oil, hydraulic oil, grease, packing, and insulating and lubricating fluids and filters required to clean, blow out, flush, and initially charge equipment and systems. G. The Commissioning Coordinator shall maintain one (1) set of the following documentation in the field for the ENGINEER: 1. All Drawings, Specifications, addenda and Change Orders; 2. Updated Commissioning Plans for each commissioning package; and 3. Copy of drawings and hardware submittals for equipment being tested. 4. Redlined or updated loops, P&ID’s, instrument configuration parameters, calibration sheets, single line diagrams, control panel drawings, schematics, elementary diagrams, and interconnect diagrams. H. Daily Schedule for Testing 1. The Commissioning Coordinator shall begin each day of witnessed testing by meeting with the ENGINEER. 2. The meeting purpose is to review the test schedule, the test results from the previous day, and where applicable, to coordinate the testing schedule with Plant Operations. 3. Commissioning Coordinator may need to schedule some testing outside normal working hours because of plant operational requirements. 4. The Commissioning Coordinator shall be prepared to rearrange portions of the commissioning schedule under short notice due to unanticipated plant conditions, equipment failure or unusually high sewage flows caused by wet weather. I. Retesting 1. When testing or operation of the equipment demonstrates that the equipment does not meet the specified requirements, CONTRACTOR shall repeat or perform all additional tests as necessary and required by the ENGINEER. J. Continuous Operation 1. After successful Reliability Acceptance Test of a specific equipment or portion of a system, OC SAN may elect to operate the specific equipment or portion of a system for continuous operation. Such operation will not interfere with the testing of other equipment and systems that may still be underway and shall not preclude the need to start up the portion operated in combination with the rest of the facility when all testing is completed. DR A F T COMMISSIONING PSA2021-001 PROGRAMMING PROFESSIONAL SERVICES 01810-26 TABLE 1a PRE-COMMISSIONING (Construction) Equipment Submittal Process Complete Commissioning Plan CONTRACTOR’s Lock-out Tag-out and Safety Procedures Factory Demonstration Test Procedures Factory Performance Tests Factory Demonstration Test - Part 1 (Unwitnessed) (Divisions 11, 15, 16 and 17) Factory Demonstration Test - Part 2 (Witnessed) (Divisions 11, 15, 16 and 17) All Factory Demonstration Test (FDT) Reports (Divisions 11, 15, 16 and 17) RFIs and Responses up to Date and all Approved Changes Complete Associated with the Work Electrical System Analyses and Measurements Information (Section 16431) Seismic Calculations Mechanical Alignment Reports Metallurgical Test Reports Pressure Test Reports Electrical Equipment Tests (Section 16080 and Div. 16) Motors Tested by CONTRACTOR (Section 16080) Conductor Test Reports Conductor Torque Logs Equipment and Instrument Tags Are Properly Installed EID Data (Manufacturer and Model Number) (received 90 days prior to Phase 1) [Approval of Section 17410, Programming by Contractor, Step 4 – Bench Test] All Operating Permits Operator & Maintenance Training Plan All Draft Individual Equipment Service Manuals (received 90 days prior to Phase 1) Inspect and clean all electrical equipment, devices, instruments, enclosures, pull boxes, field control panels and control panels and secure all panel and wire covers associated with the loop checks Electrical Rooms are Clean and all Construction Work in the Electrical Room is Complete (Wiring may be remaining for equipment not being energized) Unwitnessed Loop Check *Indexed Summary of the Completed Pre-Commissioning Requirements (tests, certificates and reports) *All Instrument Calibration Reports (factory and field) (Section 17010 and Div. 17) *All Electronic Devices Configuration Files in PDF (default value changes highlighted) and Native Formats *All Manufacturer Certificates of Proper Installation (COPI) *Wire Termination/Tag Check and Witnessed Loop Check *All Redline As-Built Drawings for the Commissioning Package (as required in the Gate Report) Pre-commissioning Gate Report Obtain ENGINEER’s authorization to Proceed * Required for the Gate Report DR A F T PSA2021-001 COMMISSIONING PROGRAMMING PROFESSIONAL SERVICES 01810-27 TABLE 1b COMMISSIONING PHASE 1 – ELECTRICAL EQUIPMENT ENERGIZATION *HVAC for Electrical Equipment is Commissioned and Operational (HVAC shall be commissioned and initially operated using temporary power its associated electrical distribution equipment is commissioned and energized) *Permission to Energize Electrical Equipment *Electrical Operational Readiness Test (ORT) *Electrical Functional Acceptance Test (FAT) *Post-Energization Electrical Testing (Section 16080 and Div. 16) *All Manufacturer Certificates of Proper Operation (COPO) *All Electronic Devices Configuration Printout in PDF Format (highlight changes to default values) *All Redline As-Built Drawings for the Commissioning Package (as required in the Gate Report) Commissioning – Phase 1 Gate Report Obtain ENGINEER’s authorization to Proceed PHASE 2 – PRE-ORT *Pre-ORT Activities and Tests *Equipment Vibration Tests *Motor Uncoupled Run Test (Section 16080) *All Instrument Calibration Reports (factory and field) (Packaged Equipment) *Manufacturer Pre-Checks for Packaged Equipment Commissioning – Phase 2 Gate Report Obtain ENGINEER’s authorization to Proceed PHASE 3 – ORT AND FAT *Operational Readiness Test - (ORT) *Pre-Function Acceptance Testing (Pre-FAT) *Functional Acceptance Test (FAT) *Field Performance Tests *Operator Training received 30 days prior to Phase 4 *Revised Device Settings and Configuration Files *All Redline As-Built Drawings for the Commissioning Package (as required in the Gate Report) EID Data (Serial No., Purchase Price, Startup Date, Project Phase, and Misc. Info) Commissioning – Phase 3 Gate Report Obtain ENGINEER’s authorization to Proceed PHASE 4 – RAT *Reliability Acceptance Test (RAT) *All Manufacturer Certificates of Proper Operation (COPO) Commissioning – Phase 4 Gate Report Substantial Completion Performance Acceptance Test (PAT) Final Equipment Service Manuals Final Punch List Final As-Built Drawings Final Completion * Required for the Gate Report DR A F T COMMISSIONING PSA2021-001 PROGRAMMING PROFESSIONAL SERVICES 01810-28 3.2 MANUFACTURER'S FIELD SERVICES A. It is the CONTRACTOR’s responsibility to provide the services of the appropriate manufacturer’s personnel during equipment installation, facilities testing, pre- commissioning, commissioning and training of OC SAN personnel. Where manufacturer’s services are specified in this section and other Specifications sections, the CONTRACTOR shall furnish authorized manufacturer personnel who are factory-trained, knowledgeable, and experienced in the technical aspects of their products and systems supplied on the project and qualified to provide these services. B. Manufacturer Certifications 1. After installation and before equipment energization, each manufacturer’s personnel shall prepare a written Certificate of Proper Installation (COPI), certifying that the equipment specified in Divisions 8, 10, 11, 13, 14, 15, 16 and 17 is properly installed and lubricated, has been properly maintained by the CONTRACTOR, is in accurate alignment, and is free from any undue stress imposed by connecting piping or anchor bolts in accordance with the manufacturer’s installation instructions. 2. During Phase 4 of Commissioning, each manufacturer's personnel shall prepare a written Certificate of Proper Operation (COPO), certifying that the equipment specified in Divisions 8, 10, 11, 13, 14, 15, 16 and 17 is properly lubricated; has been properly maintained by the CONTRACTOR; is in accurate alignment; is free from any undue stress imposed by connecting piping or anchor bolts; and has been operated under all design conditions and meets the performance criteria in accordance with the requirements in the Specifications section and the manufacturer’s operating requirements. Electrical COPOs for switchgear, automatic transfer switches, battery chargers, generators, panelboards, transformers, and uninterruptible power supplies shall be submitted after the electrical FAT. Electrical COPOs for motor control centers, motor starters, and variable frequency drives and all system, equipment, instruments, and device COPOs shall be submitted after RAT. C. Submit a letter from the manufacturer stating that the proposed manufacturers’ representatives who will perform these services is qualified, trained and experienced in performing the required services. D. Scheduling of Manufacturer’s Field Services 1. The scheduling of all visits to the site by the manufacturer’s field services personnel shall be determined by the CONTRACTOR. The CONTRACTOR shall notify the ENGINEER in advance of all visits, so the ENGINEER can be available to observe the activities and coordinate with OC SAN Operation staff if required. 2. Manufacturers’ personnel shall resolve assembly problems associated with their products and equipment. 3. During the testing, the manufacturer’s personnel shall assist, as applicable, with performing equipment and device adjustments and calibrations. 3.3 PRE-COMMISSIONING ACTIVITIES A. Pre-commissioning is made up of all the activities that shall be completed before the CONTRACTOR is permitted to begin Commissioning. Table 1a illustrates many of the tasks. DR A F T PSA2021-001 COMMISSIONING PROGRAMMING PROFESSIONAL SERVICES 01810-29 B. The primary pre-commissioning activities consist of construction, factory testing, documentation, component testing, calibration, stand-alone equipment testing, electrical testing, conductor torquing, pipe pressure testing, unwitnessed loop checks, wire tag checks and witnessed loop checks associated with a commissioning package. The intent is to test isolated equipment and components. C. In addition to the items identified in Table 1a, the following activities shall be completed during pre-commissioning: 1. FDT 1 – Factory Demonstration Test Part 1 – Refer to section 17405 for more information on control panel FDTs. 2. FDT 2 – Factory Demonstration Test Part 2 – Refer to section 17405 for more information on control panel FDTs. 3. Instrument Calibration: CONTRACTOR shall calibrate non-factory-calibrated instruments and verify calibration of factory calibrated instruments in the presence of the ENGINEER. The CONTRACTOR shall use only qualified people trained and familiar with the calibration testing equipment and instruments being calibrated. The CONTRACTOR shall have available at the testing location the individual instrument cut sheets with manufacturer tolerances, factory calibration certificates (where available), and ISA data sheets for the ENGINEER. The CONTRACTOR shall use the pre-filled-out instrumentation calibration forms developed in the Commissioning Plan at the time of testing. Once complete, the ENGINEER will sign the calibration form. This signature does not imply ENGINEER acceptance, rather it indicates that the ENGINEER has witnessed the activity. Instrument calibration is still subject to the ENGINEER’s acceptance during the review of Pre-Commissioning Gate Report. All instruments shall have been calibrated within a year prior to starting RAT. Testing shall be done as follows: a. Analog Instruments: (1) A five-point calibration check (unless otherwise specified in the individual instrument Specifications sections) shall be performed and results shall be recorded on individual calibration sheets with three (3) significant digits. All testing shall be done with a calibrated test instrument. Each hardwired analog signal shall be tested to verify proper performance within specified tolerances. Specified accuracy tolerances for each analog signal is defined as the root-mean-square-summation of individual component accuracy requirements. Individual component accuracy requirements shall be based on the more stringent value between the tolerance specified in the Contract Documents and the published manufacturer specifications. (a) Factory wet calibrated magnetic flow instruments do not require field calibration. Verification of proper operation shall be verified during FAT. b. For discrete instruments, a calibration check shall be performed with a calibrated test instrument. The ‘set’ and ‘reset’ values shall be recorded as well as the dead band repeated through three (3) cycles. 4. Inspect and clean all electrical equipment, devices, instruments, enclosures, pull boxes, field control panels and control panels associated with the loop checks, so they DR A F T COMMISSIONING PSA2021-001 PROGRAMMING PROFESSIONAL SERVICES 01810-30 are free of dirt, debris, and foreign materials and verify all wireway covers and panel doors are properly installed and secure. 5. Industrial Control System (ICS) Network: a. CONTRACTOR shall not utilize the ICS network to perform loop checks. Computer and non-Project equipment connections to the ICS network are only allowed by OC SAN. b. Complete the installation of all equipment, fiber optics, and cabling associated with the ICS network, including fiber optic and cabling to the RIO panels. The CONTRACTOR shall complete the testing of all fiber and copper cabling, submit test reports, and obtain the ENGINEER’s acceptance. All Work within the ICS network rooms shall be complete where the ICS network equipment is installed in perforated enclosures. The HVAC system shall be complete and operational. Temporary power or permanent power shall be provided for the ICS network and control system equipment for configuration and testing. c. Once all ICS network activities are complete, the CONTRACTOR shall notify the ENGINEER and shall provide OC SAN a minimum of [three (3)] [six (6)] [twelve (12)] weeks to perform the ICS network configuration and testing. d. After the ICS network configuration and testing are complete, the ENGINEER will notify the CONTRACTOR in writing. e. CONTRACTOR shall not begin commissioning for a commissioning package until the ICS network associated with the commissioning package is complete. The CONTRACTOR shall coordinate the required level of completion and connection of the ICS network with the ENGINEER. Only control system equipment that is ready for commissioning will be connected to the ICS network. f. CONTRACTOR may request to have OC SAN perform the ICS network configuration and testing during Pre-ORT to utilize permanent power for the ICS network and control system equipment, provided OC SAN is given the required time to configure and test the ICS network and the control system equipment required to perform the ORT and FAT procedures for electrical equipment energization is provided with temporary power until permanent power is available. 6. Unwitnessed Loop Check: a. CONTRACTOR shall use accepted loop drawings to perform unwitnessed loop checks. b. Unwitnessed loop checks shall not begin until the following Work is complete for the associated commissioning package: (1) All equipment, instrumentation, and accessories are properly labeled and installed. (2) All instruments are calibrated. (3) All field and panel wiring associated with a commissioning package is complete, including all wiring to the associated RIO panels. DR A F T PSA2021-001 COMMISSIONING PROGRAMMING PROFESSIONAL SERVICES 01810-31 c. Perform an unwitnessed loop check, testing the continuity of all control and signal circuits shown on the accepted loop drawings for the RIO panel, including all associated motor starter, equipment, control panel, and field wiring. The loop check shall confirm and document the complete loop wiring, including I/O to/from PLC register (excluding the application software) is ready for operation. The CONTRACTOR shall use the PLC programming software to check all inputs and outputs to and from the temporary PLC at the RIO. d. Highlight each successfully tested conductor using a “yellow” highlighter. Once the loop check is complete for each loop drawing, the CONTRACTOR shall initial the loop drawing indicating the unwitnessed loop check, wire terminations and tags are correct and shall sign off the unwitnessed verification columns in the Wire Tag/Loop Check Tracking Spreadsheet. e. OC SAN will provide a maximum of two (2) temporary PLCs for the Project. The CONTRACTOR shall provide OC SAN one (1) day to set up and configure a temporary PLC at each location it is provided. f. All redline changes to the loop drawings identified during the unwitnessed loop check shall be documented. The field loop drawings shall be field reviewed and accepted by the ENGINEERENGINEER’s prior to performing the associated wire termination/tag check and witnessed loop check. g. Signals shall be tested per signal type as described in Tables 2a though 2g. If one of these tables does not apply to a circuit, the CONTRACTOR shall request an acceptable testing method from the ENGINEER. Loop checks shall be performed by RIO panel, and all terminations and labeling shall be complete to this panel on both the field and panel side before commencing with the activity. h. All loop signals shall be tested from the field sensing element, device contract or signal generating device (PLC output module) to the final receiving device (indicator, variable frequency drive, starter, etc.) or PLC input module through all devices in the loop for accuracy and performance. 7. Wire Termination and Tag Check: a. All equipment, instrumentation, and accessories are properly tagged. b. ENGINEER will use the accepted redlined loop drawings provided after the unwitnessed loop check to perform the wire termination and tag check. c. This activity is a joint effort between the CONTRACTOR and the ENGINEER and shall take place between the unwitnessed loop check and the witnessed loop check. The CONTRACTOR shall work with the ENGINEER to verify that redlined as-built loop drawing wire terminations and tags match those in the field, RIO, PLC and electrical equipment. The CONTRACTOR shall assist the ENGINEER throughout the duration of the wire tag check, which includes opening motor starters, control panels, electrical equipment, panels, valves, equipment, instruments, devices, terminal junction boxes, junction boxes, etc. as requested by the ENGINEER to verify wire terminations and tags in accordance with the loop drawings. DR A F T COMMISSIONING PSA2021-001 PROGRAMMING PROFESSIONAL SERVICES 01810-32 d. The ENGINEER will highlight each complete conductor termination and wire tag during the wire termination and tag check using a “blue” highlighter. Once verified as complete and accurate, the ENGINEER will initial the loop drawing indicating the wire terminations and tags are correct and will sign off the wire tag verification columns in the Wire Tag/Loop Check Tracking Spreadsheet. e. Any deficiencies noted at this stage shall be recorded by the ENGINEER as punch-list items. Each punch-list item shall be assigned a priority such as pre- witnessed loop check, pre-ORT, pre-FAT, pre-RAT, and post-RAT. Punch-list items identified as pre-witnessed loop check shall be completed by the CONTRACTOR and verified by the ENGINEER prior to witnessed loop checks. f. The CONTRACTOR shall not proceed to witnessed loop check until the wire tag check activity is complete and acceptable to the ENGINEER and all pre- witnessed loop check punch list items are complete. 8. Witnessed Loop Check: a. Provide temporary 120VAC power, if required, to loop check all conductors. b. Use the PLC programming software to check all inputs and outputs to and from the PLC. c. OC SAN will provide a maximum of two (2) temporary PLCs for the Project. The CONTRACTOR shall provide OC SAN one (1) day to set up and configure a temporary PLC. d. Perform a witnessed loop check using the same procedures as the unwitnessed loop check, but witnessed by the ENGINEER to demonstrate proper operation. All redline changes to the loop drawings identified during the witnessed loop check shall be documented and submitted for ENGINEER’s acceptance prior to moving to ORT. e. ENGINEER will highlight each successfully tested conductor using a “blue” highlighter. Once the loop check is complete for each loop drawing, the CONTRACTOR shall initial the loop drawing indicating the loop check is correct and shall sign off the witnessed verification columns in the Wire Tag/Loop Check Tracking Spreadsheet. f. All wiring changes or modifications to equipment, RIO panels, electrical equipment, instruments, devices, etc., after any witnessed loop checks have been completed, shall be witnessed by the ENGINEER to verify none of the previously tested wiring is disturbed. g. PLC and RIO control panels associated with the commissioning package shall be locked at the end of each day and when loop checks are not being performed. Panels shall remain locked using CONTRACTOR and ENGINEER locks from loop checks through RAT. Any field modifications to the control panels shall be agreed upon by the CONTRACTOR and ENGINEER. TABLE 2a LOOP CHECK TESTING - DISCRETE INPUT (NORMALLY OPEN) Index Action Verification 1 Do one of the following: Verify the input is ON using a laptop networked to the PLC. DR A F T I I PSA2021-001 COMMISSIONING PROGRAMMING PROFESSIONAL SERVICES 01810-33 Trigger a close field switch/contact from the device Place a temporary jumper between the terminals 2 Do one of the following: Trigger an open field switch/contact from the device Remove temporary jumper Verify the input is OFF using a laptop networked to the PLC. TABLE 2b LOOP CHECK TESTING - DISCRETE INPUT (NORMALLY CLOSED) Index Action Verification 1 Do one of the following: Trigger an open field switch/contact from the device Disconnect one of the wires at the field device to open the circuit Verify the input is OFF using a laptop networked to the PLC. 2 Do one of the following: Trigger a closed field switch/contact from the device Reconnect the disconnected wire Verify the input is ON using a laptop networked to the PLC. TABLE 2c LOOP CHECK TESTING - DISCRETE OUTPUT Index Action Verification 1 Force the output ON using a laptop networked to the PLC. Do one of the following: Verify the field device receives the output responding to a closed circuit (i.e., relay closes, solenoid closes, etc.) Wire field leads to a multimeter and verify continuity 2 Force the output OFF using a laptop networked to the PLC. Do one of the following: Verify the field device loses the output responding to an open circuit (i.e., relay opens, solenoid opens, etc.) Wire field leads to a multi meter and verify that there is no continuity TABLE 2d LOOP CHECK TESTING - DISCRETE INTERCONNECT (NORMALLY OPEN) Index Action Verification 1 Do one of the following: Trigger a closed field switch/contact from the device Do one of the following: Verify device/panel/equipment/motor starter receives the signal indicating a closed circuit DR A F T COMMISSIONING PSA2021-001 PROGRAMMING PROFESSIONAL SERVICES 01810-34 Place a temporary jumper between the terminals Wire field leads to a multimeter and verify continuity 2 Do one of the following: Trigger an open field switch/contact from the device Remove temporary jumper Do one of the following: Verify device/panel/equipment/motor starter receives the signal indicating an open circuit Wire field leads to a multimeter and verify that there is no continuity TABLE 2e LOOP CHECK TESTING - DISCRETE INTERCONNECT (NORMALLY CLOSED) Index Action Verification 1 Do one of the following: Trigger an open field switch/contact from the device Remove one of the wires to open the circuit Do one of the following: Verify device/panel/equipment/motor starter receives the signal indicating an open circuit Wire field leads to a multimeter and verify that there is no continuity 2 Do one of the following: Trigger a closed field switch/contact from the device Reconnect the disconnected wire Do one of the following: Verify device/panel/equipment/motor starter receives the signal indicating a closed circuit Wire field leads to a multimeter and verify continuity TABLE 2f LOOP CHECK TESTING - ANALOG INPUT Index Action Verification 1 Do one of the following after confirming correct source for field device (loop or external power): Use the field device to simulate a 50% signal (12.000 mA). Record the value of the signal in mA to three decimal places on the witness loop check form. Connect wires to a transmitter simulator to simulate 50% signal (12.000 mA). Record the value of the signal in mA to three decimal places on the witness loop check form. Verify 2048 counts at the appropriate input using a laptop networked to the PLC. Confirm that the value for the individual channel is not greater than 2051 counts and not less than 2045 counts. Note any values that fall outside of this range. Confirm that the signal is steady (no noise). DR A F T PSA2021-001 COMMISSIONING PROGRAMMING PROFESSIONAL SERVICES 01810-35 TABLE 2g LOOP CHECK TESTING - ANALOG OUTPUT Index Action Verification 1 Force the output to 50% or 2048 counts using a laptop networked to the PLC. Do one of the following: Verify field device response is at 50% of scale. Wire field leads to a multi meter. Confirm that the value is not greater than 12.032 mA or less than 11.968 mA. Note any values that fall outside of this range. Confirm that the signal is steady (no noise). 2 Remove simulation. Do one of the following: Verify field device response is 0% of scale. Wire field leads to a multi meter and verify that the value is not less than -.032 mA and not greater than .032 mA. Note any values that fall outside of this range. Confirm that the signal is steady (no noise). D. Electrical Equipment Preparation for Energization: 1. Check for proper equipment installation and grounding. 2. Check all electrical connections are properly tagged and torqued. 3. Verify electrical equipment has been properly tested. E. A post-witnessed loop check inspection shall be performed by the ENGINEER. F. CONTRACTOR shall not proceed to Phase 1 electrical equipment energization until the witnessed loop check activities are complete and acceptable to the ENGINEER and all pre-electrical equipment energization punch list items are complete. G. Once all pre-commissioning activities are complete for a commissioning package and the required submittals, including all items identified under pre-commissioning in Table 1a and the Pre-Commissioning Gate Report, are acceptable to the ENGINEER, the CONTRACTOR shall request to begin commissioning Phase 1 for the associated commissioning package and shall request permission to energize the electrical equipment associated with the commissioning package. If the ENGINEER agrees that the CONTRACTOR has successfully completed all pre-commissioning requirements, the ENGINEER will notify the CONTRACTOR in writing that the CONTRACTOR may begin Phase 1 commissioning for the commissioning package and will provide permission to energize. 3.4 COMMISSIONING – PHASE 1, ELECTRICAL EQUIPMENT ENERGIZATION A. All Pre-Electrical Equipment Energization activities for a commissioning package shall be completed before the CONTRACTOR is permitted to begin commissioning Phase 1 for that commissioning package. DR A F T COMMISSIONING PSA2021-001 PROGRAMMING PROFESSIONAL SERVICES 01810-36 B. Obtain the ENGINEER’s written authorization to energize each piece of electrical equipment for the first time. C. Electrical ORT/FAT Activities 1. Electrical ORTs shall be performed for all electrical equipment in accordance with Part 3, Article entitled “Commissioning – Phase 3, ORT Activities” below, after completion of pre-commissioning activities, NETA testing and after receipt of vendor certificate of proper installation. 2. Electrical FATs shall be performed for all electrical switchgear systems, generators, uninterruptible power supplies (UPS), battery charging systems, and automatic transfer switches in accordance with Article entitled “Commissioning – Phase 3, FAT Activities” below. This test shall check, demonstrate, and document that all local manual, remote and automatic interlocks, switching scenarios, I/O and controls are functional and meet the specified requirements. Any temporary power for testing of breakers, switchgear and battery charger system (125 V dc), if required, shall be provided by the CONTRACTOR. This test will be witnessed by the ENGINEER. Qualified CONTRACTOR and vendor personnel capable of operating and troubleshooting electrical equipment shall be available during this test. Test shall be directed by the CONTRACTOR’s Commissioning Coordinator. 3. ORTs and FATs for motor control centers and variable frequency drives shall be performed during commissioning Phases 3. The Pre-Commissioning activities and Phase 1 Electrical Equipment Energization shall ensure that the electrical equipment is safe, functional, and ready for energization and use during commissioning Phases 2, 3 and 4. D. Electrical Equipment Energization 1. The electrical equipment energization process shall be performed in accordance with manufacturer procedures. 2. Check power supply for correct voltage and rotation. 3. Check for correct connections, operation, and performance of electrical power distribution equipment such as switchgear, motor control centers, uninterruptible power system, and dc system specified in Specifications Section 16080, Electrical Testing, and elsewhere in Division 16. 4. 12kV and 480V switchgear shall be energized after their associated ORTs and FATs are complete. 5. Post-energization testing shall be performed as described in the other Specifications sections. CONTRACTOR shall use the list developed as specified in Part 1, Article entitled “” Record Keeping System and Tracking Tools” of this section. 6. Electrical RAT shall be performed during the facility RAT. E. Vendor training of electrical equipment for OC SAN personnel shall be completed prior to the completion of the associated commissioning package FAT. F. A post-Phase 1 commissioning inspection shall be performed by the ENGINEER. DR A F T PSA2021-001 COMMISSIONING PROGRAMMING PROFESSIONAL SERVICES 01810-37 G. CONTRACTOR shall not proceed to Phase 2 commissioning until the electrical equipment energization activities are complete and acceptable to the ENGINEER and all pre-Phase 2 commissioning punch list items are complete. H. Once all Phase 1 commissioning activities are complete for a commissioning package and the required submittals, including all items identified under commissioning in Table 1b and the Commissioning Phase 1 Gate Report, are acceptable to the ENGINEER, the CONTRACTOR may request to begin Phase 2 commissioning for the associated commissioning package. If the ENGINEER agrees that the CONTRACTOR has successfully completed all commissioning Phase 1 requirements, the ENGINEER will notify the CONTRACTOR in writing that the CONTRACTOR may begin Phase 2 commissioning for the commissioning package. 3.5 COMMISSIONING – PHASE 2, PRE-ORT ACTIVITIES A. All pre-ORT activities for a commissioning package shall be completed before the CONTRACTOR is permitted to begin commissioning Phase 3 for that commissioning package. B. Cleaning and Checking: Prior to testing of all equipment: 1. Inspect and clean all process and mechanical equipment, devices, and connected piping associated with the commissioning package, so they are free of dirt, debris, and foreign material. 2. Clean the area associated with the commissioning package. C. Equipment Preparation for Testing and Operation 1. Lubricate equipment in accordance with manufacturer’s instructions. 2. Open and close valves by hand and operate other devices to check for binding, interference, or improper functioning. 3. Check power supply to electric-powered equipment for correct voltage and phase rotation. 4. Check for proper equipment alignment. 5. Verify piping systems and associated appurtenances are complete and piping systems are pressure tested. 6. Verify pipe supports are complete. 7. Verify proper anchorage and grounding of equipment. D. Pre-ORT Activities: 1. Perform tests recommended by the manufacturer’s field service representatives and/or as required by manufacturer's catalogs or specifications. 2. Test gates and valves under dry conditions using manual controls. Operate between end of travel limits and verify stop position. Repeat operation and adjust as necessary. Verify proper programming and operation of actuator signals to the PLC DR A F T COMMISSIONING PSA2021-001 PROGRAMMING PROFESSIONAL SERVICES 01810-38 (e.g., alarm contact configuration, operation on power fail, etc.). Place gates and valves in their normal position. 3. Bump all motor-driven devices and equipment in the manual/local mode, independent of the PLC system, to verify proper operation and motor rotation. 4. Operate pump and motor systems (e.g., motor cooling, seal water, lubrication, etc.) to verify proper operation. 5. Operate manual gates and valves to verify they properly open and close with no binding. 6. Operate all mechanical systems to verify proper operation: a. Plumbing and drainage systems b. Ventilation systems c. Plant water, industrial water, City water and plant air systems. 7. Check and operate pipeline accessories such as air valves and blow-off valves. 8. Verify electrical operation of auxiliaries including: a. Solenoids b. Manual valve limit switches 9. Vendor equipment pre-check testing and instrumentation calibration. E. A post-Phase 2 commissioning inspection shall be performed by the ENGINEER. F. CONTRACTOR shall not proceed to Phase 3 commissioning until the Phase 2 commissioning activities are complete and acceptable to the ENGINEER and all Pre-Phase 3 commissioning punch list items are complete. G. Once all Phase 2 commissioning activities are complete for a commissioning package and the required submittals, including all items identified under commissioning in Table 1b and the Commissioning Phase 2 Gate Report, are acceptable to the ENGINEER, the CONTRACTOR may request to begin Phase 3 commissioning for the associated commissioning package. If the ENGINEER agrees that the CONTRACTOR has successfully completed all commissioning Phase 2 requirements, the ENGINEER will notify the CONTRACTOR in writing that the CONTRACTOR may begin Phase 3 commissioning for the commissioning package. 3.6 COMMISSIONING – PHASE 3, ORT ACTIVITIES A. The ORT shall test and document that all equipment and associated systems properly operate in LOCAL, HAND and REMOTE MANUAL modes of operation using the developed test procedures. B. ORT tests shall be directed by the Commissioning Team Leader to determine that all equipment, systems and subsystems are properly manufactured, installed, adjusted, and functioning as specified. DR A F T PSA2021-001 COMMISSIONING PROGRAMMING PROFESSIONAL SERVICES 01810-39 C. The ORT is a combined effort between ENGINEER and the CONTRACTOR. This is a complete check of instrumentation, wiring, hardware, and software without water or any other process fluid. D. Notify the ENGINEER fourteen (14) days in advance of the need to have OC SAN operate existing equipment that is part of an active treatment process (e.g., testing the replacement of an existing motor starter, an existing pump, or operation of existing valves or equipment). E. Troubleshoot all field, panel wiring, device, instrument and equipment problems. F. All equipment shown connected to the control system and integrated as part of the system in accordance with the Contract Documents, whether or not supplied and/or installed by the CONTRACTOR, shall be tested as part of the ORT procedures. The CONTRACTOR shall notify the ENGINEER in writing if equipment tested, but not supplied by the CONTRACTOR, is faulty. G. CONTRACTOR shall not perform a partial ORT on a commissioning package. All equipment within a commissioning package shall undergo ORT together without any significant delay in subsequent testing unless approved by the ENGINEER. H. CONTRACTOR shall not perform an ORT on a RIO panel until all panel and field wiring is complete and all devices and equipment associated with that RIO panel have gone through pre-commissioning, including instrument calibration and witnessed loop checks. I. Software: 1. This is a combined test involving the hardware and the software. The combined software/hardware system is tested from this point forward. OC SAN will load their developed human machine interface (HMI) graphics and PLC programs prior to the test. CONTRACTOR shall provide OC SAN one (1) day to download the HMI and PLC programs. The CONTRACTOR shall provide the ENGINEER time to test and troubleshoot their program during ORT. Testing shall utilize the installed project PLC. 2. Load any of their PLC programs at this time and shall be responsible for all troubleshooting, modifications and corrections associated with their software program. The ENGINEER will assist with the testing of the CONTRACTOR’s program and shall be notified of all changes being made to the programs. All changes shall be well documented and submitted to the ENGINEER. J. ORT Execution: 1. The Commissioning Team Leader shall conduct a pre-test, walk-through/field meeting and pre-startup checklist with the ENGINEER prior to performing an ORT for each commissioning package to verify all valving, gates, disconnect switches and selector switches are in the proper position for testing. 2. Energize all equipment that is part of the test. 3. The Commissioning Team shall follow the accepted ORT procedures. 4. If a test step is successful, the step shall be signed by the CONTRACTOR and the ENGINEER. DR A F T COMMISSIONING PSA2021-001 PROGRAMMING PROFESSIONAL SERVICES 01810-40 5. If a test step fails, the Commissioning Team (ENGINEER and/or CONTRACTOR) shall be allowed ten (10) minutes to troubleshoot the item. If the troubleshooting period exceeds ten (10) minutes, the Commissioning Team shall clearly document the failure on the ORT procedure and move on to the next available independent test step. 6. Once all tests in a procedure are complete, the CONTRACTOR shall investigate the failures, make repairs, and notify the ENGINEER how the repairs were performed. Tests shall be repeated on all failed tests and previously completed tests that were impacted by the troubleshooting or repair activity, as decided by ENGINEER. 7. Testing shall continue until all tests are signed by the CONTRACTOR and ENGINEER as successful. 8. Test discrete and analog instrumentation from the field device to I/O or other destination by simulation. Analog instrument signals must be tested at 0%, 25%, 50%, 75% and 100%. CONTRACTOR shall simulate each instrument using the methods described in TABLE 3. If instrument type is not listed here, the CONTRACTOR shall use a method approved by the ENGINEER. The CONTRACTOR shall not use a multimeter or the transmitter to simulate a signal unless given permission by the ENGINEER or it is permitted in TABLE 3. TABLE 3 - Instrument Simulation for Loop Check / ORT Instrument Type Simulation Action Level Simulate from Transmitter Flow Simulate from Transmitter Pressure Hand Pump Temperature Water/oil Bath Gas (i.e., LEL, CO, H2S, etc.) Calibration Gas – Single Point Ph Calibration Solution Chlorine Calibration Solution Weight Test Load ORP Calibration Solution Sludge Density Known Sample Vibration Simulation Equipment (Shaker or Wobbulator) Motor Winding/Bearing Temperature Verify ambient, Compare to Adjacent Electrical Parameters (Voltage, Current, etc.) Test Power Source Motor High Temperature Switch Disconnect the field wire at the motor Limit switch Operate valve (manual valve) Operate limit switch (check valve) 9. Test of all hardwired controlled functions including interconnects, hand stations, and pilot devices. 10. Test motorized, solenoid or pneumatic operated equipment local and remote manual modes to verify that the operator can start and stop the equipment locally and view its status using local pilot lights and the PLC/HMI. DR A F T PSA2021-001 COMMISSIONING PROGRAMMING PROFESSIONAL SERVICES 01810-41 11. Test each interlock for each piece of equipment in the commissioning package(s) while the equipment is running in HAND and REMOTE MANUAL to verify that it shuts off and indication is received. For interlock checkout the following applies: a. If the equipment requires water to run the CONTRACTOR shall test it uncoupled if it is motor driven. b. If the equipment requires water to run but cannot be uncoupled or mechanically manipulated to operate without water, interlock testing can be performed with the power disconnected or in FAT with approval by the ENGINEER. 12. In addition to the tests described herein, OC SAN reserves the right to request additional testing and retesting of equipment. 13. ORT inspection by the ENGINEER has been performed and all punch list items that are prioritized as pre-FAT are complete. K. A post-ORT commissioning inspection shall be performed by the ENGINEER. L. The CONTRACTOR shall not proceed to Phase 3 FAT commissioning until the Phase 3 ORT commissioning activities are complete and acceptable to the ENGINEER and all Pre-FAT commissioning punch list items are complete. 3.7 COMMISSIONING – PHASE 3, PRE-FAT AND FAT ACTIVITIES A. The pre-FAT shall test that equipment and instruments properly operate with water. B. The FAT shall test and document that all equipment and systems are properly operated and controlled in the REMOTE AUTOMATIC mode of operation by the PLC and human machine interface (HMI) software and the AUTOMATIC mode of operation by local control panels as intended using the developed test procedures. This test is accomplished with the system on-line under normal operating conditions. Equipment will operate under load with water when possible or the designed process (non-water process) (e.g., air, gas, etc.). C. Pre-FAT and FAT shall be directed by the Commissioning Team Leader and performed as specified herein. D. The pre-FAT and FAT is a combined effort between the ENGINEER and the CONTRACTOR. E. The CONTRACTOR shall furnish and install all required testing piping and appurtenances to verify pump and system performance and operation over the full operating range. All testing piping and appurtenances shall be removed at the completion of FAT testing. F. The CONTRACTOR shall notify the ENGINEER fourteen (14) days in advance of the need to have OC SAN operate existing equipment that is part of an active treatment process (e.g., testing the replacement of an existing motor starter, an existing pump, or operation of existing valves or equipment). G. The CONTRACTOR shall troubleshoot all field, panel wiring, device, instrument and equipment problems. H. Software: DR A F T COMMISSIONING PSA2021-001 PROGRAMMING PROFESSIONAL SERVICES 01810-42 1. Provide the ENGINEER time to test and troubleshoot their program during pre- FAT and FAT and shall provide the ENGINEER time to tune each process control loop and each process control system the optimize the operation. 2. Use the permanent PLC to perform the pre-FAT and FAT procedures. 3. CONTRACTOR shall be responsible for all troubleshooting, modifications and corrections associated with their software program. The ENGINEER will support the testing of the CONTRACTOR’s program and shall be notified of all changes being made to the programs. All changes shall be well documented and submitted to the ENGINEER. I. Pre-FAT and FAT Execution: 1. Conduct a pre-test, walk-through/field meeting and pre-startup checklist with the ENGINEER prior to performing a pre-FAT and FAT for each commissioning package to verify all valving, gates, disconnect switches and selector switches are in the proper position for testing all valving, gates, disconnect switches and selector switches are in the proper position for testing to prevent a wastewater spill. 2. Disinfect any non-potable water that will remain in a tank for a period longer than twenty-four (24) hours to prevent it from going septic. 3. The Commissioning Team shall follow the accepted pre-FAT and FAT procedures. 4. If a test step is successful, the step shall be signed by the CONTRACTOR and the ENGINEER. 5. If a test step fails, the Commissioning Team (ENGINEER and/or CONTRACTOR) shall be allowed ten (10) minutes to troubleshoot the item. If the troubleshooting period exceeds ten (10) minutes, the Commissioning Team shall clearly document the failure on the Pre-FAT and FAT procedure and move on to the next available test step. 6. Once all tests in a procedure are complete, the CONTRACTOR shall investigate the failures, make repairs, and notify the ENGINEER how the repairs were performed. Tests shall be repeated on all failed tests and previously completed tests that were impacted by the troubleshooting or repair activity, as decided by ENGINEER. 7. Testing shall continue until all tests are signed by the CONTRACTOR and ENGINEER as successful. J. In addition to the tests described herein, OC SAN reserves the right to request additional testing and retesting of equipment. K. A post-FAT commissioning inspection shall be performed by the ENGINEER. L. CONTRACTOR shall not proceed to Phase 4 commissioning until the Phase 3 commissioning activities are complete and acceptable to the ENGINEER and all Pre-RAT commissioning punch list items are complete. M. Once all Phase 3 commissioning activities are complete for a commissioning package and the required submittals, including all items identified under commissioning in Table 1b and the Commissioning Phase 3 Gate Report, are acceptable to the ENGINEER, the CONTRACTOR may request to begin Phase 4 commissioning for the associated DR A F T PSA2021-001 COMMISSIONING PROGRAMMING PROFESSIONAL SERVICES 01810-43 commissioning package. If the ENGINEER agrees that the CONTRACTOR has successfully completed all commissioning Phase 3 requirements, the ENGINEER will notify the CONTRACTOR in writing that the CONTRACTOR may begin Phase 4 commissioning for the commissioning package. 3.8 COMMISSIONING - PHASE 4, RAT ACTIVITIES A. The Reliability Acceptance Test (RAT) is designed to functionally test the facility as an integrated system under normal operating conditions using wastewater, foul air, or other process fluid or gas. B. Reliability Acceptance Test: This test shall be directed by OC SAN personnel. Equipment shall be operated only by OC SAN personnel with support from the CONTRACTOR when requested. The purpose of this test is to demonstrate that all systems operate continuously in the intended manner for an extended period without failing. During the RAT, the system under test will be operated within design parameters reflecting the day-to-day operation of the facilities for an uninterrupted period. The RAT will be considered complete, in the opinion of ENGINEER, when the entire Project or specified portion thereof has operated properly for [seven (7)] continuous days] without significant interruption. Any failure of a process equipment unit (mechanical, electrical, instruments, etc.) shall extend the RAT for ten (10) hours to confirm it is not a significant interruption. 1. “Significant interruption” during the Reliability Acceptance Test may include any of the following events: a. Failure of a system (process, control, etc.) that is not permanently corrected within six (6) hours after such failure occurs. b. Failure of a process equipment unit (mechanical, electrical, instruments, etc.) that is not permanently corrected within eight (8) hours after such failure occurs. 2. “Permanently corrected” means without a repeat failure during the remaining duration of Phase 4 and shall consist of the following: a. Work repaired and replaced to conform with specified requirements b. Parts and components replaced as recommended by original manufacturer without impacting the warranty, and conforming with reviewed submittals c. Piping and valves properly installed and connected d. Wiring properly terminated e. Accessories, including spare parts and lubricants, furnished as specified f. The facility is back online and operating within normal operating parameters. 3. Occurrence of a significant interruption shall require RAT to be stopped and restarted at time equals zero (begin at Day 1 again) after permanent corrections are made. C. Upon completion of the RAT, the CONTRACTOR shall conduct a field meeting with the ENGINEER and operations staff, if the system is to be shut down or taken out of DR A F T COMMISSIONING PSA2021-001 PROGRAMMING PROFESSIONAL SERVICES 01810-44 services, to verify that all valves, bleed-off valves, etc. are in the proper position to prevent a wastewater spill when the system is placed back into service. D. A post-RAT commissioning inspection shall be performed by the ENGINEER. E. After successful completion of the RAT and acceptance of all Manufacturers’ Certificates of Proper Operation and the Commissioning Phase 4 Gate Report by the ENGINEER, the CONTRACTOR may request that the facility is Substantially Complete (refer to the General Conditions). F. Final Completion is achieved by the CONTRACTOR and certified by the ENGINEER when all final documents and activities as described in Table 1b are complete and accepted by the ENGINEER (refer to the General Conditions). G. Continuous Operation 1. After successful Reliability Acceptance Test of a specific equipment or system, OC SAN may elect to operate a portion of the equipment or system for continuous operation. Such operation will not interfere with testing of other equipment and systems that may still be underway and shall not preclude the need to start up the portion operated in combination with the rest of the facility when all testing is completed. * * * * * * DR A F T RULES OF ENGAGEMENT PSA2021-001 1 ATTACHMENT A1 RULES OF ENGAGEMENT This document describes options for OC San to utilize a Programming Professional Services (PPS) agreement to maintain the Engineering Project program while complying with Independent Contractor expectations. There are two mechanisms by which professional services can be supplied through the PPS agreement:  Task Authorizations  Task Directives Task Directives assignments require that anyone working under the mechanism also have an approved Personnel Authorization. These Terms of Engagement are intended to document how services are to be requested, authorized, and managed. Task Authorizations Task Authorizations have a formal scope of work, and a fixed upper limit. Distinguishing aspects of Task Authorizations include the following:  Requests for Task Authorization Proposals (RFTAPs) require a scope of work prepared by OC San staff.  RFTAPs and Task Authorizations must be approved by the Director of Engineering (DOE).  The scope of work should have the same level of detail as used for a Design Task Order or Planning Study Task Order, including schedule requirements, task, deliverables, and assumptions.  Task Authorization must specify a firm negotiated upper limit which may not be exceeded. If changes require a revision to that upper limit, it must be processed as a formal Task Authorization Amendment prior to the work being authorized and performed.  The PPS Consultant shall report costs incurred for the Task Authorization in their monthly invoices, with the total costs incurred to date, and the unused budget remaining.  The PPS Consultant may use any of their staff, whether they have an approved Personnel Authorization or not.  The time that PPS Consultant staff charge to Task Authorizations does not count against their approved number of hours for Personnel Authorizations. Task Directive Task Directives also have an explicit scope of work, but the level of detail may be lower. Task Directives need a negotiated budgetary estimate, but it is not a firm upper limit.  The scope of work for Task Directives may be less detailed than what is required for a Task Authorization.  A schedule to complete the work should generally be specified but is not always required.  Costs are tracked separately on invoices. DR A F T RULES OF ENGAGEMENT PSA2021-001 2  Personnel Authorizations are required for any staff working on a Task Directive. Personnel Authorizations Personnel authorizations (PA’s) provide the DOE’s approval for a particular individual to work on Task Directives. They also designate the following:  The Project Role  Their location as either Home Office or Site. This impacts the overhead rate to be used for billing.  The number of hours per week, or just a set number of hours as needed.  The total bill rate, including actual salary, overhead, and profit.  Any reimbursable expenses. This is typically used when travel is required or when a staff member needs a vehicle assigned to them due to the nature of their assignments. The following apply to Personnel Authorization:  They require approval by the DOE.  They are specific to one person.  They need not be project specific.  For on-site PA’s, the PA authorizes key cards. Staff Supervision The PPS Consultant is responsible for supervision of its entire staff, including the following:  Administrative Supervision (PPS Consultant staff only) o Performance Reviews o Timecard Approvals o Work Hours  Supervision of Assigned Scope Deliverables o Work Prioritization o Technical input, guidance, and direction  Quality Control for o Task Authorizations o Task Directives, when Quality Control is specified in the scope of work OC San will not be responsible for supervision of PPS Consultant staff. OC San will however provide direction as an Owner. Examples include the following:  Project decisions and priorities  Design standards  OC San’s preferences  Financial considerations  Risk considerations  Review for compliance with OC San Policies and Procedures  Coordination with other OC San projects and activities DR A F T 3/29/2022 1 Programming Professional Services Contract No. PSA2021‐001 Presented by: Mike Dorman Engineering Manager Operations Committee April 6, 2022 14.8 15.8 15.9 14.1 12.1 11.8 11.0 12.4 13.0 10.6 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 22‐23 23‐24 24‐25 25‐26 26‐27 27‐28 28‐29 29‐30 30‐31 31‐32 Estimated Full Time Equivalents 2 Programming Workload Process Controls Integration (PCI) Group Staff Level PSA2021‐001 Contract Project J‐120 ‐Process Control System Upgrades Fiscal Year 1 2 3/29/2022 2 •Task Assignments •Programming and bench testing •Commissioning •Control system support Consultants may not pursue other OC San work during the term of the agreement Programming Services 3 •Consultants propose teams for task requests •Staff chooses firm with most appropriate staff •Intent is to distribute work evenly •Each contract limit is based on 60% of forecasted work Rules of engagement ensures consultant staff work as independent contractors Resource Requests 4 3 4 3/29/2022 3 5 Proposal Score Score after Interview Enterprise Automation 84 89 Maverick Technologies 70 73 South Coast Controls 51 ‐ Techne Network Inc. 21 ‐ Selection Process Key Attributes –Enterprise Automation and Maverick Technologies •Strong experience and knowledge •Project execution process •Local resources 6 Recommend to the Board of Directors to: Approve Professional Services Agreements to provide Professional Programming Services, Contract No. PSA2021‐001, for a three‐year period commencing May 1, 2022, through April 30, 2025, with two one‐year renewal options, for an amount not to exceed $4,900,000 per individual agreement with the following two firms: •Enterprise Automation •Maverick Technologies Recommendation 5 6 l 3/29/2022 4 Questions ? 7 7 OPERATIONS COMMITTEE Agenda Report Administration Building 10844 Ellis Avenue Fountain Valley, CA 92708 (714) 593-7433 File #:2022-2188 Agenda Date:4/6/2022 Agenda Item No:8. FROM:James D. Herberg, General Manager Originator: Riaz Moinuddin, Director of Operations & Maintenance SUBJECT: OPERATIONS & MAINTENANCE: WASTEWATER 101 PART 1: COLLECTIONS GENERAL MANAGER'S RECOMMENDATION RECOMMENDATION: Information Item. BACKGROUND Each month, staff provides an informational presentation on topics of interest to the Board of Directors. This month’s topic: Orange County Sanitation District Operations & Maintenance Wastewater 101, Collection System. RELEVANT STANDARDS ·24/7/365 treatment plant reliability ·Operate and maintain facilities to minimize impacts on surrounding communities, including odor, noise, and lighting ·Listen to and seriously consider community input on environmental concerns ·Build brand, trust, and support with policy makers and community leaders ATTACHMENT The following attachment(s) may be viewed on-line at the OC San website (www.ocsan.gov) with the complete agenda package: ·Presentation Orange County Sanitation District Printed on 3/29/2022Page 1 of 1 powered by Legistar™ OC6SAN ORANGE COUNTY SANITATION DISTRICT 3/30/2022 1 Wastewater Collection System Don Stokes, Maintenance Manager Operations Committee April 6, 2022 388 miles of sewers 480 square miles 189 million gallons per day 2.6 million population 20 cities, 4 special districts 15 pump stations 2treatment plants Our Service Area Page 2 1 2 388 miles of sewers 479 square miles 183 million gallons per day 2.6 million population 2 e treatment plants 15 ■ pump stations 20 cities 4 special districts (7,, unincorporated parts of U County of Orange 3/30/2022 2 Wastewater Collection System City Local SewerManhole Private Lateral OC San Regional Trunkline Ocean OutfallOC San Treatment Plants City Manhole To Orange County Water District Page 3 • Various pipe materials • Trunks, interconnections, reliefs • Inverted siphons • Diversions Gravity Systems Page 4 3 4 3/30/2022 3 Page 5 • Smallest = 8” • Largest = 120” • Majority range 24” to 60” Pipe Sizes Page 6 Inverted Siphon 5 6 Upstream pipe at higher water level than downstream pipe Lake Wasltington Sltip Canal 3/30/2022 4 • Flush work • Grit removal • Spill prevention • Tire cleaning • Grit removal • Spill prevention • Line proofing Line Cleaning Types Page 7 Line Flushing Page 8 7 8 -I IU~I I VVVI I'\. • Grit removal • Spill prevention • Tire cleaning • Grit removal • Spill prevention • Line proofing 3/30/2022 5 Page 9 Mechanical Cleaning ‐Tire Page 10 Mechanical Cleaning ‐Tire 9 10 Pull Rig + T,-llerR1g + 3/30/2022 6 Page 11 Technology Adoption • Old vs. New • Small vs. Large Pressure Systems Page 12 11 12 SmartCover" Unit Location e BUS0290--0110 • l Application: SmanClean® -----WllUl.evtllboveBOnom .-.~~:17011 Wll',dow 611 24h 43h 1w Al 2022-03-092003-2022-03-\81126 '::== 15i'I 12i'I .. .. ,. □mOl-10-22 0J.-11·22 0)·12-22 0l-13-22 0l-\•·22 0l-1~22 0l-16'22 0)•17•22 0J.-18-22 O "-Pld<Vottaoe Q SignllSWnvtll Olt•R•flll'I l202M2·221517-202:2.(ll-2215171 Q ~IQualily Q T-ralllr& ZoomType @Oeli.-t O Auto Q Maooal • • • Anaheim ··9 Orange " "' .... -- ,,.,.,. Page 11 3/30/2022 7 Pump Station Maintenance Page 13 • OC San relevant standard – 2.1 sewer spills per 100 miles. • Collections’ goal – 0 spills Our Goal ‐Prevent Sewer Spills Page 14 13 14 3/30/2022 8 • OC San relevant standard – 2.1 sewer spills per 100 miles. • Collections’ goal – 0 spills Pee, Poop, & Paper Page 15 • Bypass pumping • Emergency response • Critical maintenance • Assessments • Bypass pumping design • Unique to each station • Agile and quick assembly Pump Station Resiliency Page 16 15 16 3/30/2022 9 • State enforcement • Damage prevention • Other entity request • Centralized system through state: Dig-Alert system • Field locating and marking Underground Line Locating Page 17 Regional Odor Control Page 18 17 18 Liquid Treatment Chemical Tanks ■ Ferrous Chloride (5) ■ Calcium Nitrate (4) ■ Magnesium Hydroxide (4) ■ In Con.struct,on / In Progr&u (3) Trunk Lines Continuous Liquid-Treatment Baker-Main Euclid Knott Miller-Holder Newport • 36 Caustic Batching Manholes NiWl'O!ll llACH Bay Bridge Pump Station Crystal Cove Pump Station N A Rev 1111121 3/30/2022 10 • Magnesium Hydroxide• Raises pH to keep 𝐻𝑆ି in solution • Ferrous Chloride (Ferric Salts) • Oxidize sulfide to sulfur • Precipitates sulfide as ferric sulfide • Calcium Nitrate (Bioxide)• Naturally occurring bacteria biochemically oxidize dissolved sulfide in the presence of nitrate • Sodium Hydroxide • Sloughs off slime layer Odor Control Chemicals Page 19 • Proactive outreach • Investigate • GIS tracking of “Hot Spots” • Received AAEES award and patent for approach Regional Odor Control Efforts Page 20 19 20 SO ~-+ organic matt~r anaerobic bacteria H,S S"+H,O +CO, 3/30/2022 11 • Asset inspection • Structural degradation and cleaning • Project scoping • Spill prevention CCTV Page 21 • Coordinate efforts • Assist when a crisis arises • Assist with special needs Team ‐work & Coordination Page 22 21 22 74.6 ... Roots Medium Joint Position: 7 To 1 Severity: None Percent: 10 Joint Maint Weight: 3 3/30/2022 12 Questions ? Page 23 23 OPERATIONS COMMITTEE Agenda Report Administration Building 10844 Ellis Avenue Fountain Valley, CA 92708 (714) 593-7433 File #:2022-2180 Agenda Date:4/6/2022 Agenda Item No:9. FROM:James D. Herberg, General Manager Originator: Kathy Millea, Director of Engineering SUBJECT: TPAD DIGESTER FACILITY AT PLANT NO. 2, PROJECT NO. P2-128 GENERAL MANAGER'S RECOMMENDATION RECOMMENDATION: Information Item. BACKGROUND Sludge is a byproduct of wastewater treatment that requires further processing to reduce pathogens and volatile organic content so the remaining biosolids material can be beneficially reused in compliance with state and federal requirements. The Orange County Sanitation District (OC San) uses anaerobic digesters at both plants to stabilize sludge prior to dewatering. Anaerobic digesters are large enclosed concrete structures that require pumping, mixing, heating, and gas handling systems. Anaerobic digesters also generate methane gas used to produce power and heat. OC San has 18 digesters at Plant No. 2 that were built from 1959 through 1979. A comprehensive Biosolids Master Plan completed in 2017 recommended upgrading the existing digester complex by adding Temperature Phased Anaerobic Digestion (TPAD) facilities. TPAD Digester Facility at Plant No. 2, Project No. P2-128, is the first of four sequential projects planned to ultimately replace the entire digester complex by 2040. The Preliminary Design Report for this $455 million project was completed in January 2022. Staff will present an update on the project and decisions used to control costs. RELEVANT STANDARDS ·24/7/365 treatment plant reliability ·Safe, beneficial reuse of Biosolids ·Use all practical and effective means for resource recovery Orange County Sanitation District Printed on 3/29/2022Page 1 of 2 powered by Legistar™ OC6SAN ORANGE COUNTY SANITATION DISTRICT File #:2022-2180 Agenda Date:4/6/2022 Agenda Item No:9. ATTACHMENT The following attachment(s)may be viewed on-line at the OC San website (www.ocsan.gov)with the complete agenda package: ·Presentation JM:jw Orange County Sanitation District Printed on 3/29/2022Page 2 of 2 powered by Legistar™ 3/29/2022 1 TPAD Digester Facility at Plant No. 2 Project No. P2‐128 Presented by: Jeff Mohr Engineering Manager Operations Committee April 6, 2022 Anaerobic Digestion is the Core of Solids Treatment Raw Sewage Raw Sludge Digesters Digested Sludge (=Biosolids) Solids Treatment 2 1 2 3/29/2022 2 Anaerobic Digestion Sludge Digested Sludge (Biosolids) Digester Gas 3 •18 Digesters •40‐60 years old •Generally poor condition •Seismic deficiencies can not be cost effectively addressed Status of Digesters 4 3 4 3/29/2022 3 Biosolids Master Plan (2017) 26 End‐to‐End Alternatives Considered •Treatment Facilities •Biosolids Product Options •Reuse Markets 5 •Produce Class A Biosolids •Food crop application (California, Arizona) •Landscaping amendments •Feed to compost •Use Temperature‐Phase Anaerobic Digestion (TPAD) •Sequential projects to replace entire digester complex •Programmatic EIR completed Master Plan Recommendations 6 5 6 ■--- 3/29/2022 4 7 Temperature‐Phased Anaerobic Digestion (TPAD) Thermophilic Digestion Mesophilic Digestion 131 ̊ F 98 ̊ F Batch Tanks Class A Compliance P2 Digester Demolition P2‐128 20‐Year Phased Implementation 8 7 8 2040 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 2036 2037 2038 2039 2040 CJ ,-... , j TPAD Digester Facility at j 1 Plant No. 2 1 •~------------~ I , _______________________ , Phase 1 Mesophillic Digester Replacement ) 3/29/2022 5 9 Digester Complex Future Plan TPAD Digester Facility 2025‐2032 10 Digester Complex Future Plan Phase 1 Mesophilic Digester Replacement 2030‐2036 9 10 / ··'{" D ' ,/ n .~ ·''.(,z (; 3/29/2022 6 11 Digester Complex Future Plan Phase 2 Mesophilic Digester Replacement 2033‐2038 12 Digester Complex Future Plan Digester Demolition 2040‐2042 11 12 ' -j r'. , \~>, F \ \ \ ', ' ,- :,;;l ' I ----\ -ti Clo / .y-D ,' I ,;,\' /tJ1'. /, ,,/,'' / .? . '.d :,,',< , , ~,/ ,' . I ,/;{'-;j ,,.,:: 3/29/2022 7 13 Digester Complex Future Plan Preliminary Site Rendering November 2021 Preliminary Design Report 14 13 14 "' ) , --;J Cl- / ··•r D , ~ / I O • //2,-' /-:~·:_f --~,.i(-. / _f3:' .. :;, i _/ ~ < ' ' 3/29/2022 8 On Schedule P2‐128 Schedule On Schedule 15 16 Construction Cost Estimate $317 Million $330 Million $373 Million $333 Million $0 $100,000,000 $200,000,000 $300,000,000 $400,000,000 Biosolids Master Plan Start Preliminary Design Draft Preliminary Design Report After Value Engineering Changes 15 16 2033 TPAD Digester Facility Construction Start Up 3/29/2022 9 Key Value Engineering Savings $18M 17 Value Engineering Change Savings Eliminate Standby Digester $18 Million Remove Redundant Equipment $7.6 Million Revised Site Layout $3.2 Million Early Ground Improvement $3 Million Direct Bury Piping $3 Million Other $5.2 Million Total $40 Million Proposed Budget* $475 Million Construction Cost $16 Million Non‐Construction Costs $ 4 Million Budget Status * To be requested as part of the FY22‐23 and 23‐24 Budget. 18 Current Budget $455 Million 17 18 r-----, 3/29/2022 10 Questions ? 19 19 ORANGE COUNTY SANITATION DISTRICT COMMON ACRONYMS ACWA Association of California Water Agencies LOS Level Of Service RFP Request For Proposal APWA American Public Works Association MGD Million Gallons Per Day RWQCB Regional Water Quality Control Board AQMD Air Quality Management District MOU Memorandum of Understanding SARFPA Santa Ana River Flood Protection Agency ASCE American Society of Civil Engineers NACWA National Association of Clean Water Agencies SARI Santa Ana River Interceptor BOD Biochemical Oxygen Demand NEPA National Environmental Policy Act SARWQCB Santa Ana Regional Water Quality Control Board CARB California Air Resources Board NGOs Non-Governmental Organizations SAWPA Santa Ana Watershed Project Authority CASA California Association of Sanitation Agencies NPDES National Pollutant Discharge Elimination System SCADA Supervisory Control And Data Acquisition CCTV Closed Circuit Television NWRI National Water Research Institute SCAP Southern California Alliance of Publicly Owned Treatment Works CEQA California Environmental Quality Act O & M Operations & Maintenance SCAQMD South Coast Air Quality Management District CIP Capital Improvement Program OCCOG Orange County Council of Governments SOCWA South Orange County Wastewater Authority CRWQCB California Regional Water Quality Control Board OCHCA Orange County Health Care Agency SRF Clean Water State Revolving Fund CWA Clean Water Act OCSD Orange County Sanitation District SSMP Sewer System Management Plan CWEA California Water Environment Association OCWD Orange County Water District SSO Sanitary Sewer Overflow EIR Environmental Impact Report OOBS Ocean Outfall Booster Station SWRCB State Water Resources Control Board EMT Executive Management Team OSHA Occupational Safety and Health Administration TDS Total Dissolved Solids EPA US Environmental Protection Agency PCSA Professional Consultant/Construction Services Agreement TMDL Total Maximum Daily Load FOG Fats, Oils, and Grease PDSA Professional Design Services Agreement TSS Total Suspended Solids gpd gallons per day PFAS Per- and Polyfluoroalkyl Substances WDR Waste Discharge Requirements GWRS Groundwater Replenishment System PFOA Perfluorooctanoic Acid WEF Water Environment Federation ICS Incident Command System PFOS Perfluorooctanesulfonic Acid WERF Water Environment & Reuse Foundation IERP Integrated Emergency Response Plan POTW Publicly Owned Treatment Works WIFIA Water Infrastructure Finance and Innovation Act JPA Joint Powers Authority ppm parts per million WIIN Water Infrastructure Improvements for the Nation Act LAFCO Local Agency Formation Commission PSA Professional Services Agreement WRDA Water Resources Development Act ORANGE COUNTY SANITATION DISTRICT GLOSSARY OF TERMS ACTIVATED SLUDGE PROCESS – A secondary biological wastewater treatment process where bacteria reproduce at a high rate with the introduction of excess air or oxygen and consume dissolved nutrients in the wastewater. BENTHOS – The community of organisms, such as sea stars, worms, and shrimp, which live on, in, or near the seabed, also known as the benthic zone. BIOCHEMICAL OXYGEN DEMAND (BOD) – The amount of oxygen used when organic matter undergoes decomposition by microorganisms. Testing for BOD is done to assess the amount of organic matter in water. BIOGAS – A gas that is produced by the action of anaerobic bacteria on organic waste matter in a digester tank that can be used as a fuel. BIOSOLIDS – Biosolids are nutrient rich organic and highly treated solid materials produced by the wastewater treatment process. This high-quality product can be recycled as a soil amendment on farmland or further processed as an earth-like product for commercial and home gardens to improve and maintain fertile soil and stimulate plant growth. CAPITAL IMPROVEMENT PROGRAM (CIP) – Projects for repair, rehabilitation, and replacement of assets. Also includes treatment improvements, additional capacity, and projects for the support facilities. COLIFORM BACTERIA – A group of bacteria found in the intestines of humans and other animals, but also occasionally found elsewhere, used as indicators of sewage pollution. E. coli are the most common bacteria in wastewater. COLLECTIONS SYSTEM – In wastewater, it is the system of typically underground pipes that receive and convey sanitary wastewater or storm water. CERTIFICATE OF PARTICIPATION (COP) – A type of financing where an investor purchases a share of the lease revenues of a program rather than the bond being secured by those revenues. CONTAMINANTS OF POTENTIAL CONCERN (CPC) – Pharmaceuticals, hormones, and other organic wastewater contaminants. DILUTION TO THRESHOLD (D/T) – The dilution at which the majority of people detect the odor becomes the D/T for that air sample. GREENHOUSE GASES (GHG) – In the order of relative abundance water vapor, carbon dioxide, methane, nitrous oxide, and ozone gases that are considered the cause of global warming (“greenhouse effect”). GROUNDWATER REPLENISHMENT SYSTEM (GWRS) – A joint water reclamation project that proactively responds to Southern California’s current and future water needs. This joint project between the Orange County Water District and OCSD provides 70 million gallons per day of drinking quality water to replenish the local groundwater supply. LEVEL OF SERVICE (LOS) – Goals to support environmental and public expectations for performance. N-NITROSODIMETHYLAMINE (NDMA) – A N-nitrosamine suspected cancer-causing agent. It has been found in the GWRS process and is eliminated using hydrogen peroxide with extra ultra-violet treatment. NATIONAL BIOSOLIDS PARTNERSHIP (NBP) – An alliance of the NACWA and WEF, with advisory support from the EPA. NBP is committed to developing and advancing environmentally sound and sustainable biosolids management practices that go beyond regulatory compliance and promote public participation to enhance the credibility of local agency biosolids programs and improved communications that lead to public acceptance. PER- AND POLYFLUOROALKYL SUBSTANCES (PFAS) – A large group (over 6,000) of human-made compounds that are resistant to heat, water, and oil and used for a variety of applications including firefighting foam, stain and water-resistant clothing, cosmetics, and food packaging. Two PFAS compounds, perfluorooctanesulfonic acid (PFOS) and perfluorooctanoic acid (PFOA) have been the focus of increasing regulatory scrutiny in drinking water and may result in adverse health effects including developmental effects to fetuses during pregnancy, cancer, liver damage, immunosuppression, thyroid effects, and other effects. PERFLUOROOCTANOIC ACID (PFOA) – An ingredient for several industrial applications including carpeting, upholstery, apparel, floor wax, textiles, sealants, food packaging, and cookware (Teflon). PERFLUOROOCTANESULFONIC ACID (PFOS) – A key ingredient in Scotchgard, a fabric protector made by 3M, and used in numerous stain repellents. PLUME – A visible or measurable concentration of discharge from a stationary source or fixed facility. PUBLICLY OWNED TREATMENT WORKS (POTW) – A municipal wastewater treatment plant. SANTA ANA RIVER INTERCEPTOR (SARI) LINE – A regional brine line designed to convey 30 million gallons per day of non-reclaimable wastewater from the upper Santa Ana River basin to the ocean for disposal, after treatment. SANITARY SEWER – Separate sewer systems specifically for the carrying of domestic and industrial wastewater. SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) – Regional regulatory agency that develops plans and regulations designed to achieve public health standards by reducing emissions from business and industry. SECONDARY TREATMENT – Biological wastewater treatment, particularly the activated sludge process, where bacteria and other microorganisms consume dissolved nutrients in wastewater. SLUDGE – Untreated solid material created by the treatment of wastewater. TOTAL SUSPENDED SOLIDS (TSS) – The amount of solids floating and in suspension in wastewater. ORANGE COUNTY SANITATION DISTRICT GLOSSARY OF TERMS TRICKLING FILTER – A biological secondary treatment process in which bacteria and other microorganisms, growing as slime on the surface of rocks or plastic media, consume nutrients in wastewater as it trickles over them. URBAN RUNOFF – Water from city streets and domestic properties that carry pollutants into the storm drains, rivers, lakes, and oceans. WASTEWATER – Any water that enters the sanitary sewer. WATERSHED – A land area from which water drains to a particular water body. OCSD’s service area is in the Santa Ana River Watershed.