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HomeMy WebLinkAbout1972-09-26COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA P. 0. BOX 8127, FOUNTAIN VALLEY, CALIFORNIA 92708 10844 ELLIS AVENUE (EUCLID OFF-RAMP, SAN DIEGO FREEWAY) Gentlemen: September 22, 1972 NOTICE OF ADJOURNED REGULAR MEETING DISTRICT rm, i TUESDAY) SEPTEMBER 26) 1972) 5:00 P,M, 10844 ELLIS AVENUE FOUNTAIN VALLEY, CALIFORNIA TELE PH ON ES: AREA CODE 714 540-2910 962-2411 Pursuant to adjournment of the regular meeting held September 13, 1972, the Board of Directors of County Sanitation District No. l will meet in an adjourned regular meeting at the above hour and date. The purpose of this meeting is to consider award of Job No. Pl-16-P, Installation of Pilot Activated Sludge Plant. JWS:rb I I ~ II "'-1 II COA r;os O F ornECTORS C o ur~i y Sj ni tation D::!iids P. 0 . Box 8 1 2{' 10 841! ~l i i s /\venue Founta in Va !ley, Ca lif., 9 2708 of O rnn ge Cou nt y, Cal if orn ia I Roll Cal l Adjour:ned Regular Mee t in g September 26 , 1972 -5 :00 p .m. Appoint ment of Ch air ma n pro tem , if ne cessar y AGENDA Co n side r a t i o n o f mot i on to receive and file Engineer's e s tima t e of cons tru ction c ost f or Installat i on of P i lot Ac tivat ed Sl udge Pl an t , J o b No . Pl-1 6 -P . See page "A" --- (Ly{(co ns1.derat i on o f mot i on to rece i ve and f i le job p l an ~ prepare d by the staff e s timati n g t h e cost of Installa tio:i ~ of Pil ot Act i vated Sludge Pla nt by util i z ing Dis t rict 1 s f o re: cs . See page "B 11 • /) Co n s j d~r ation c f ~ot io n to receive and file opinion 8 u bmitted oy Dist rict 's legal co un se l in connection with b i ds r e c eived for I n stal lation of Pi l ot Ac tivat e d Sludg e Pl a nt , Jo b No . Pl -1 6 -P . See page "C" Cons i derat i on of Reso l ution No . 7 2-128 -1 to re ce ive a nd f:Lle bid tab u lation and r ecomme n dation rejecti ng al l b i cJ.s f o r .Installat i on o f Pi lo t Act i vated Sludg e Plant , .Job No . Pl -1 6-P , a nd d i r e ct i n g t h a t said wo rk be a c compl i shed by utili za tion of Distri c t 1 s f o r ces . See pa g e s __ 11 D '~--- and tt E11 Othe r bu s i ness a n d c o mm un i c a tio n s, i f a n y Cons id e r ation of mo t io n to a djo urn _6 ~1 1 JOHN CAROLLO ENGINEERS PHOENIX ARIZONA JOHN A. CAROLLO, P.E. C 1906.1971 > H. HARVEY HUNT, P.E. HOWARD M. WAY, P.E. ROBERT G. WILLIAMS, P.E. DONALD R. PREISLER, P.E. GAIL P. LYNCH, P.E. LAFAYETTE CALIFORNIA Mr. Fred A. Harper, General Manager County Sanitation Districts of Orange County P. 0. Box 8127 Fountain Valley, California 92708 Subject: Activated Sludge Pilot Plant Job Pl-16-P SANTA ANA CALIFORNIA 3690 MT. DIABLO BOULEVARD LAFAYETTE, CALIF. 94549 APEA CODE: (415) 283·3895 September 15, 1972 Installation and reassembly of the activated sludge pilot plant includes the following: WRH;rlm Remount influent and effluent boxes; Mount walkways, handrails and stairways; Reassemble piping and equipment; Remove existing baffle; Install feed pumps and feed pipes; Install effluent piping; Install new electrical service and lighting; InstaU return sludge pumps and piping; Modify wastewater feed and return sludge systems. We estimate construction cost for the above work to be $15,000. JOHN CAROLLO ENGINEERS ~v . c~'--// .-~;z-./Z~ ~ ~~,~_/___ Walter R. Howard / ;tt-- Agenda Item #3 -A-District 1 DATE PREPARED: 9-25-72 PREPARED BY: WNC & REL JOB T!TL~: Installation JOB PLAN of Pilot Activated Sludge Plant Job No. Pl-16-P co1'fLETE JOB DESCRIPTION: ! • Install and modify Chicago Pump Model Sll50 rated Aeration Contact Stabilization Plant on J ·\:1·,_~i~~:~~-ffi-~~~!lir-;~~-,-~~ .2~~~TI .. ~~; .:!~J .. ':~~~~~-~!! ~~ .. :~J-~~-~~~-~~t ~i\ ~~·!!~~ ~~~~~~-r-.1;;..~~! ~Ji iG~~~~-i.1~1~ii~~~ !ll.~---i LOCATION: PLAl~T NO: 2 DISTRICT NO: . SPECIF'IC SITE: NE'ly of Digester 11 8 11 JOB /\S~f I GtWENT: f&J DISTRICT FO~CC:S 0 CONTRACTOR 0 S·'JT H JOB CH I EF: E. R. F. ~~~~~~~~-~~-~ COST DATA: Esr'n START DATE: 9-27-72 Esr•n co::1PL (rn DATE: 11-1-72 BUDGET ALLoc:{l -----; IF' SPACE BELOW IS ll~SUF"FICIENT TO l.IST ALL ITEMS, USE REVERSE SIDE & ENTER TOTALS BELOW. ALL ITEMS FROM SALVAGE INVENTORY MUST BE ITEMIZED AND LIST SUEMITTED TO WAREHOUSE AS USE~. VALUE: Ori SLVG '.'..;T EOUIP .. VL PO DEPT UM IT DI STS I NV REQ DESCR I PT IO:·~ NO QUi\N R,\TE LAi30R ,_,.,.,.~~~~.,...,.,....,..,~.,.,.,.,.,...,.,.,.,.~~....,.,.,.,...._.._-~~-r-~--------~--.. -.. -... -.. -.-.. -... ..,..,.... .......... . . ·~t· ~fe¢£tiC.ali.i.~Rqf i.f~J;~ i i.. .! J···~·~·-······•lif,~J ~ci.~hf } i~~tri6 .. t,, .. l i~d~db .. i · X E·Jectrical Material-Lights Etc, 60 I l 830,00 ~·:1:,·;:··:, X Mechanical Material-Pumps-Piping Etc.ho1sJ I I 2850,00 I ' .k i ~·::: 11 r;;: ~ 2 ~i ~; ~~eJ t. ~~t ih~ . : ! ! . I ici ti~ B~li ~~ ~~~i i~~~~~ . ; , I i JJ:·a:I6~ I X Material -Paving Etc, I 20 l [ 700.00 I l ;: . l.!! •••• i :.: .. •1 ••·························································•·1••••····· :: ········••!• !!• !••·············· :••••············ i. ! ·.··_!! •••t••·······••1••·······1••••1··· ;; ····!················ .• ::· ·•••••:•:••····················· .• , ••• ••••••••• •••.•••••••.••••••••••• : .••••••. 1 • !! :••:·•···· •••••••·••••••·•• 1•.•• • ::· ; ; :••·. • l . ITEU TOT~LS 80.00 10 0.00 __ ___.._T_O_T_ii!:. ESJ1:::\TED c_o_s_T __ l_0_._,_5_0_0_.o_o ____________________________ _ CO~?LETE FOLLOWlt~G IF FOR ABANDONMENT, REPLACEMENT, OR MAJOR IMPROVEMENT: ORIGl!~AL 1rrnT'UJ DATE:. ACO~TG ID NLHl.BER: on:Er. ID DATA: __________ __, 'cosT OF ORIG INST 1 LN:$ SALVAGE VALUE:e (ITEMIZE BOTH ABOVE OR ON REVERSE) (IF COST or ORIGINAL INSTALLATION -OR PORTION THEREOF BEING ABANDONED, REPLACED OR I~~ PROVED -IS INDETERMINABLE FH0:-.1 RECORDS~ U$E BEST EST'M OF li'!-PL:,CE COST AND HO'.'i DERIVE_D...._) __ APPRQVf1l: INITIAL Arm ROUTE THROUGH FOLLO'.'!ING TO ACCOUiHH~G DEPAHTMEtJT: DEPT HF.AD: MTCE OPER OTHER ENGR L\Gr .. n: SUPT OP ER CHF EtJGR Gm f.J.GR JOO 01~: COMPL 1 TN OK: COUMENTS: __________________________________________ -'i UPON r.01,~?LETION OF WOKK t\OTE DATE HERE OM CO~/.?LETION COPY AND ROUTE AS_A_B_O_V_E_: ________ ___. · ACCOUi'fflf~3 Dc:PArffLI.NT U:3~ m.iLY: o~.~A1NTENAi'~cE Jos OcAPITAL 11.i.PRovEr .. ~rn-r PRoJEcr JOB OK: JP REC'D ON NOTICE ISS 1 D ON OcorHROL LIST rnr'n 0 R&D PROJECT 0 ~/~/;;QR PR 1 PD D \'iHSE CHECK COMPL'TN:-JP REC'D ON NOTICE ISS 1 D ON OcorHROL LIST ENT 1 D FINAL: MAN HRS LABOR$ _____ MAT & o/s~ EQ$ TOTAL~------1 OtiNAL JP ROUTED & DATE ocosrs TRCSF'D TO PRltv~E NO & DATE 0JE WRITE-On· PR 1 PD! DATE NO OPROP LEDG rn'TD &. DATE: ___ __ ~·AT IONS: ______________________________________ ---:------ Bu AUTH: r ILE: ROt.m: COPIES TO: OoR1G To Acc'TG OsuPT OF OPER Ot.lTCE suPr OOPERAT10Ns OPu?.cH OrnG'R 0 lf~ITIATING D!::PT HEAL>: /'.LSO FOR D SU?V'S 0 FORE\H:N D COt.:?'LN COPY FOR\'i A-403. REV 7/68 COUNTY SAN ITATICr-·: DISTRICTS or ORA~·JG:: COU'ffY Agenda Item #4 -B-District 1 MILLER; NISSON S KOGLER CLARK MILLER ATTORNEYS AT LAW TELEPHONE C. ARTHUR NISSON NELSON KOGLER 2014 NORTH BROADWAY AREA CODE 714 SANTA ANA, CALIFORNIA 92706 H. LAWSON MEAD September 26, 1972 Board of Directors County Sanitation District No. 1 Post Office Box 8127 Fountain Valley, California 92708 Gentlemen: · .. Re: Installation of Activated Sludge Pilot Plant Job No. P 1-16-P We have been advised by your staff that the bids opened for subject project on September 25, 1972 were much in excess of the Engineer's estimate and of the amount the Districts' force could accomplish the same work. Please be advised that in accordance with the Joint Boards' Resolution No. 72-123, adopted September 13, 1972, and with Section 4755 of the California Health and Safety Code, the Board, in its discretion, may adopt a Resolution by a four-fifths vote declaring 1'that the work can be performed more economically by day labor, or the materials or supplies furnished at a lower price in the open market and may have the work done in a manner stated in the Resolution in order to take advantage of this lower cost". Very truly yours, MILLER, NISSON & KOGLER By Clark Miller ac 542-6771 Agenda Item #5 -C-District 1 . '-""' Engineer's Est. $15,000.00 B I D T A B U L A T I 0 N SHEET Date September 25, 1972 Contract For: INSTALLATION OF PILOT ACTIVATED SLUDGE PLANT JOB NO. Pl-16-P CONTRACTOR 1. F. B. Cook Corporation Anaheim, Calif. 2. Kordick & Son, Inc. Baldwin Park, Calif. 3. 4. 5. 6. 7. 8. 10. Agenda Item #6 D-1 TOTAL BID $23,760.00 25,100.00 District 1 MEMORANDUM TO: Fred A. Harper, General Manager FROM: Ray E. Lewis, Deputy Chief Engineer COUNTY SANITATION DISTRICTS of ORANGE CourHY, CALIFORNIA P. 0. BOX 8127 10844 ELLIS AVENUE FOUNTAIN VALLEY, CALIFORNIA 92708 (714) 540-2910 (714) 962-2411 September 26, 1972 SUBJECT: Installation of Pilot Activated Sludge Plant, Job No. Pl-16-P I have reviewed the bids received for the above referenced project which were received on September 25th. Two bids were submitted which ranged from a low of $23,760.00 to a high of $25,100.00. Considering the low bid of $23,760.00 submitted by F. B. Cook Corporation of Anaheim, the total project cost of this iristalla.tion would be approximately $26,ooo.oo when adding the District's in- spection and coordination personnel required for this project. The engineer's estimate for the cost for this project is $15,000.00 if done under contract. Based on the low bid, the total project c~st would be 70% abov~ the engineer's estimate. It is therefore recom..'Uended that in the best interest of the District that all bids be rejected and that the work be performed by the District personnel on a force account basis. It is my opinion that the work can be done on this basis for an amount of $10,500.00 as detailed on the attached job plan. I concur in the above recommendation. CZ~~ Chief Engineer Agenda Item #6 D-2 District 1 RESOLUTION NO. 72-128-1 REJECTING ALL BIDS ON INSTALLATION OF PILOT ACTIVATED SLUDGE PLANT, JOB NO. Pl-16-P, AND DIRECTING COMPLETION OF WORK BY DISTRICT'S FORCE ACCOUNT LABO~· A RESOLUTION OF THE BOARD OF DIRECTORS OF COUNTY SANITATION DISTRICT NO. 1, OF ORANGE COUNTY, CALIFORNIA, REJECTING ALL BIDS ON INSTALLATION OF PILOT ACTIVATED SLUDGE PLANT, JOB NO. Pl-16-P, AND DIRECTING THE WORK BE COMPLETED BY DISTRICT'S FORCE ACCOUNT LABOR * * * * * * * * * * The Board of Directors of County Sanitation District No. 1, of Orange County, California, does hereby determine that: WHEREAS, the District has published Notice Inviting Bids for -Installation of Pilot Activated Sludge Plant, Job No. Pl-16-P, in accordance with the provisions of Section 4755 of the State Health and Safety Code, and on September 25, 1972, publicly opened and read all bids submitted; and, WHEREAS, said bids have been evaluated by the District's staff and the apparent low bid exceeds the Engineer's estimate by approxi- mately fifty-eight (58) percent; and, WHEREAS, the Deputy Chief Engineer and Chief Engineer have this day submitted a written recommendation that all bids be rejected and work be completed under District's force account. NOW, THEREFORE, BE IT RESOLVED: Section 1. That the bid tabulation and recommendation of the Deputy Chief Engineer and the Chief Engineer be received and ordered filed; and, Section 2. That all bids received for said work be hereby rejected and that all bid bonds be returned to the bidders; and, Section 3. That the Board of Directors does hereby declare that said work can be performed more economically by utilization of District's forces; and, Section 4. That the District's staff is hereby directed to proceed with and complete Installation of Pilot Activated Sludge Plant, Job No. Pl-16-P, by District's force account. PASSED AND ADOPTED at an adjourned ~~gular meeting held September 26, 1972. Agenda Item #6 -E-District 1 5 : 8 I p . m. D 1 S T R I CT S -=l==---~-.,..-,-,--- ----------------5 : 30 p .m. E xec . Committee MEETI NG DA TE Sept . 26 , 1 972 TI ME DI ST RICT 1 ACTIVE DIRECTORS ' ~ ~ _, ~g ~HE R P-I N ) · :. • • GRISE T· • · · • / ) -/-----CA S P ERS •••• BA TT I N •.••• _____ _ (WEL S H) •••.•• MI LLER ••••• ~ ~ ~ POR TE R ••••• _:L_ ~ ~ DI STRICT 2 - lPEREZ) ••• • • • S M I TH • • • • • • ( t.: NGE R) ••••• CU LV ER ••• • • F I NN ELL •••• l KO W~L S~J ) ••. FO X ... · · · · · GR I S ET •·••• HERRIN····· HOLLI NDYN) •• JUS T· · · · · · · (RO BERT S •••. NEV I L • • • • • • (CA SP ERS) •••• PH ILLI PS ••• ~RE I NHARD T ) •• ROO T ••••••• DUTT ON) ••••• STEPH ENS ON. ~C A S T RO~ ••••• WED AA •••••• POT TER ••••• WI NN ••••••• DI STRICT 3 CULVE R ••••• (CA S P ERS ) •••• BA TTI N ••••• !HI NES) •• ) •••• DAVIS •••.•• KO W A~SK I ••• FOX •••••••• COEN) ••••••• GRE EN •••••• (GR I SE T ). ····HERRIN····· (FRANK I EWICH). LACAYO····· ~N UIJ EN S) •••. LEW I S ······ ,M ILL ER) •.••• LONG ...... . MC WH I NN EY • (RE I NHA RDT ) .• RO OT ••••••• (Bl.A C KM AN). • • • SA LES •••••• (H O LLI NDE N~ .• SCO TT .•••.. !DUTTON) ••••.• STEPHENSON • ROBER T S~ •••• STEVENS •••• BYRNE) ••••••• VANDERWAA L • DI STRICT 5 (CROUL) ••••••• MC I NN I S ••• (BAK ER) ••••••• CASP ERS •••• (MC INN I 6 ). • . • KYM LA •••••• DI STRICT 6 PORTE R • • • • • (PHI LLIP S).·· CA S PERS ···· (M C I NNIS)··· STORE······ DI STRICT 7 (WE LS HT .••••• MI LL ER • • • • • (CASPERS) • • • • CL ARK ······ (HERRIN) • • • • • GR I S ET ····· POR T ER •••• • lF I SCHBACti) .•• QUI GLEY •••• MC INNI S ) .••• ROG ERS ••••• PER EZ) •••••• SM I TH •••••• D1"3TR ICT 11 (COEN ) ... •• .. GI BBS ··· .. • (CASP ~RS ) • · · • BAKE R • · • • • • (C OE N) •••• • •• DU KE • • · • • • • DIST RICT 8 C.JOH NSQN ) ••• · • BOYD • • • • • • • (CL ARK) ••••••. CA SPERS • • • · MI TC HE LL • • • 9/2 .5172 ------------------------------ ------------ ------------ ------ ------ --·---- . ------ JO I NT BOA RDS ACTIVE DIRECTORS LANG ER ., .•••• F I NN ELL .•••• ____ - CASPE RSJ .••. BA KER ••••••• CASPER S ) .... BA TTIN ...... ==== CA S PERS ••••• (CASPERS) •••• CLA RK •.• _ •••• == == CULVER •••••• ___ _ l H I NE S ). • • • • • • DAV I S • • • • • • • __ __ CO EN) •••••••• DUKE •••••••• ___ _ KOWALS KI) .... FOX ......... ___ _ (COEN) ........ GI BBS ....... ___ _ (COEN) ••.•••.• GREEN •• •• • •• ----- (H ER R I N) ...•.. GR I SE T •••••• --__ (G R I SE T ) •••• ~. HERR I N ·.·.·· --__ (HOLL IN DEN) ••• JUS T •.•••••• ___ _ (MC I NNI S).··· KY MLA • • • • • • • ---- (FRA NKI EWI CH). LACA YO ······ ---- l NU I J ENS) •• • • • L H I I S • • • • • • • ---- MILL ER) ...... LONG ........ ---- CROUL) ••••••. MC I NNI S •••• ---- MC WH I NNEY •• ---- (WEL SH) ••••••• MIL LER •••••• ---- (ROB ERTS ) ••••. NEV I L ••• •••• ---- (CASP ERS ) ••••• PHILLI PS ··.· ---- PO RTER •••••• __ -- (FI S CHB ACtJ ) .•• QUIGLE Y •••• • ___ _ (M C I NNI S) ..•• ROG ERS ······ ___ _ (RE I NHARDT ). • • ROO T • · • • • • • • ---- (BLACK MAN) • · • SA LE S · • • • • • • ---- (HOLLI NDE N). • • SC OTT······· ---- (P EREZ) ..•.••• SM I TH ··.····· ---- (D UTTON ) .•..•• S TEP HE NSO N .· ---- (ROBER TS) .•••• STE VE NS .·.··· ---- (MC I NN I S ) •••• ST OR E •.•• ••• ---- (BY RNE ) .•.•••• VANDER~·IA A L •• __ -- (CAS TRO).····· WEDAA • • • • • • • ---- (POTT ER).· .. •• WI NN ...... ·.----- (JOHNSON ) OTHERS * * * * * BOYD ········ ---- MITCHELL···· --- HARPER BR OWN SYL VEST ER LE WIS DUN N CLARK E SIGLE R NI S SO N TAYLO R BRO WN BOET Tl1IER CAR LSO N FIN ST ER GALL OWAY HOHE NER HOH ARD HUNT KEITH LYNCH MADDOX MA RT I NSO N MU RO NE Y P IERSAL L STE VENS KE~lN E Y MEMORANDUM TO: Fred A. Harper, General Manager FROM: Ray E. Lewis, Deputy Chief Engineer COUNn' SANITATION DISTRiCTS of ORANGE COUNTY, CALIFORNIA P. 0. BOX 8127 10844 ELLIS AVENUE FOUNTAIN VALLEY, CALIFORNIA 92708 (714) 540-29:0 (714) 962-2411 September 26, 1972 SUBJECT: Installation of Pilot Activated Sludge Plant_, Job No. Pl-16-P I have reviewed the bids received for the above referenced project which were received on September 25th. Two bids were submitted which ranged from a. low of $23,760.00 to a high of $25,100.00. Considering the low bid of $23,760.00 submitted by F. B. Cook Corporation of Anaheim, the total project cost of this installation would be approximately $26,ooo.oo when adding the District's in- spection and coordination personnel required for this pro~ect. The engineer's estimate for the cost for this project is ~15,000.00 if done under contract. Based on the low bid, the total project cost would be 70% above the engineer's estimate. It is therefore recommended that in the best interest of the District that all bids be rejected and that the work be performed by the District personnel on a force account basis. It is my opinion that the work can be done on this basis for an amount of $10,500.00 as detailed on the attached job plan. I concur in the above recommendation. Q~~ Chief Engineer DATE PREPARED: 9-25-72 PREPARED BY: WNC & REL JOB PLAN JOS TITLE: instaliation of Piiot Activated Siudge Piant Job No. Pi-16-P _fi~-----~--.:1 i I COMPLETE JOB DESCRIPTION: I Install and modify Chicago Pump Model SL150 rated Aeration Contact Stabilization Plant on '308 Ass1G1wrnr: r&Jn1sTRICT rn~cr:s OcoNTRACTOR Oe0TH JOG CHIEF': E.R.F. . ·. COST DATA: EST'n START DATE: 9-27-72 Esr•o co: .. 1PLfrn DATE: 11-1-72 BUDGET ALLoc:$ ____ -! IF SPACE BELOW IS INSUFFICIENT TO LIST ALL ITEMS, USE REVERSE SIDE & ENTER TOTALS BELOW. ALL I TD.'S tROf.1 SALVAGE INVENTORY ~I.UST OE ITEMIZED AilD LI ST SUD\~ I TTED TO \'.'~.REHOUSE AS USED. WL po DE?T UNIT DISTS r.1AT L VALUE: Or H~+qEQ J;-~S-CRJPTION NO QUAN RATE LA80R {.: o(~ SLVG ~.'.;,T EQUIP i !·· .... · Elec:fr; c_a 1 ••• Lab~~ ~ i~~i ~ ! .. ! ! .J g& l1 1§ kI~6. 66,· < ~~~ .~6 . I • . • .. .LLA sd.Oo .• ; · l X E·lectrical Material-Lights Etc. 60 830.00 ' X MechanicalMaterial-Pumps-PipingEtc.B0/501 > i •··· /i ••.· >._.······ >2850.00 ..•. ·.• .•..•.••.•.••.••.•••.. ·.·•.. ' :;.::::::::::::::::::::.:: ;.<;::::::: ::::;.;>.;.f.<::::::::::::;:;:-:;::-:::·::;_::: .. :.:-j ·.·>.·.•.·.·.·:·.·.·:·:·:·:·:·: .• IH:.' Tor:,Ls 80.00 10 0.00 -TOT;~ESfTr:\TE_D __ CO~S~T~·--1_0~,5~0_0_._oo ____ ~·~--~~~~--~---------------------------~ co:~1tPLETE FOL LO'/,' 1 t--!G Ir FOR ABANDOi~?liENT' HEPL/,CC:~-·~ENT' OR MAJOR I M?ROV~J .. ~ENT: : ORIGtr~AL 1r~sr'Ll'J DATE: ACO*l'G !D NU~IBEH: on:EH ID DATA: _J COST OF OR I G INST 'LN: $ Sf\L VAGE VALUE:~ ( ITEr.q z E aon: /\BOVE OR o:~ REVERSE) I ( IF' COST or OR I GI NAL I NS TALL AT I ON -OR PORT I ON THEREOF OE lf~G ABANDONED' REPLACED OR I~.~-I PROVED -18 "11\DETERMINABLE mo:.~ RECORDS:; U5E BEST _EST'M OF li·~-!~~ACE COST AND HO'.'/ DEP.l'lED) I APPROVAL: I tJ IT I AL AND ROUTE H:ROUGH FOLLOW I NG TO ACCOUNT 11\G DEPMHMEtH: DEPT MF.AD: MTCE OPER OTHER ENGR MGr.n: SUPT OPER CHF ENGR GD~ tJ.GR JOO OJ<: COM?L'TN OK: COUMENTS: _________________________________________ --; UPON GO\PL ET I Oi~ OF WORK t\OTE DA TE HERE ON CO~/?LET I ON COPY Ar!D ROUTE AS::__.:_l\~8_..::·0'-'V_E=--:.: _________ ~ ACCOU~T!T~G OCPAr-rn::.r.;r us~ 00:LY: Or.~AliHENAi~cE Jos Oct-P1TAL 11.~rRovEMc:NT PROJECT JOB OK: JP REC'D ON NOTICE ISS 1 D ON 0CONTROL LIST EtH'D OR&D PROJECT j 0 ~.~~/·;QR PR' PD D \'iHSE CHECI< COMPL'nJ: JP REC'D ON NOTICE ISS'D ON 0CONTROL LIST ENT'D ti NAL: MAN HRS LABOR$ _____ MAT & o/s~ EQ$ TOTAL$ _____ -; QFINAL. JP ROUTED & DATE 0COSTS TR~SFD TO PRlfv~E NO & DATE ....._.,. QJE WRITE-OFr PR'PD: DATE NO 0PROP LEDG EN 1 TD & DATE: ___ _ NOTATIONS:.~--------------------------------------------~ ROUTE COPIES TO: OORIG TO ACC'TG osu?T OF OPER Or.1TCE SUPT OOPERATIONS 0PURCH 0ENG'R [J 1t..i1r1ATING DEPT HEAD: 1 .. Lso FOR D su?v's D FORL:W::N D co:.:P'LN cor>Y FOR:.'i A--403 REV 7 /o8 cou:'J"fY SAt\ ITAT ! Ci'! D l STR I CTS OF ORA~JG~~ COU>JlY SPECIFICATIONS FOR INSTALLATION OF PILOT ACTIVATED SLUDGE PLANT JOB NO. Pl-16-P ... • i: ~ PRELIMINARY LIST OF MODIFICATIONS ON ACTIVATED SLUDGE PILOT PLANT After the pilot unit is transported to CSDOC from EBMUD and put in place, the following modifications will be done to prepare the unit for the testing program: 1. A new influent distribution channel will be constructed and installed above the existing distribution channeL 2. Handrail will be mounted around the existing opening in the grating at the influent distribution channel. 3. The cross piping installed by EBMUD connecting the return sludge channel and the influent distribution channel will be removed. 4. The baffle installed by EBMUD in the contact basin will be removed. 5. The wooden ladder at the clarifier will be discarded and a new ladder will be installed. 6. The digester section will be calibrated for volume for wasting sludge when the plant is in operation. 7. The aeration basin will be divided into two equal basins with a baffle. 8. New check valves will be installed on blowers. 9. Drains (with valves) will be installed on all basins(including two new aeration basins). Four 3-inch valves and one 4-inch valve will be required. 1 O. Install sludge pump on secondary clarifier. 11. Install return sludge piping to both contact basin and influent distribu- tion box. 12. Install sample lines on aeration tanks, secondary clarifier, effluent box, and influent box. 13. Calibrate weirs on influent and effluent channels and boxes and install new flow gauge in effluent box. 14. Install valve or slide gate with extension between aeration tanks and digester for ·wasting sludge. 15. Grout sleeve in by-pass junction box for basin drain (as close to Elev. 7. 00 as possible). · 16. Install pipe from influent box to new influent channel. - 2 - 17. Provide plant water at pilot unit. 18. Install lights on unit and provide electrical service. f9o Reconnect existing foam pmnp in secondary clarifier. 20. Remove EBMUD' s m.odifications for chemical treatment. ~· .'!': INSTALLATION INSTRUCTICNS S~TION 6231.81 INSTALLATION INSTRUCTIONS for RATEDAERATION ® STABILAIRE TM PACKAGED SE.a/AGE TREATMENT PLANTS WITH TRAVALIFT UNIT APRIL 1967 TANK ARRIVAL: The steel tank will be delivered to the job site, probably by truck, either directly from the factory or from the nearest rail head. Plant Model Noe. 20 and 30 i,/ill be shipped in one piece and vary in weight from 15,000 lbs. to 22,000-lbs. Plant i·iodel dos. 40 and 50 will be shipped in two separate sections to be bolted together at the job site. The weight of these individual sections will vary between 16,000 lbs. and 25,000 lbs. All tanks will have a total width of 10'0", and height of 10'011 • Because of clearance problems in shipping, some of the equipment must be crated and shipped separately. The drain plugs for t!1e aeration tanks and aerobic digester must be screwed in place before backfilling. See Figure l for general layout of tank. SITE PREPARATION: Before the tank arrives, the site should be excavated and a concrete pad poured on which the tank will be placed. The pad gives a solid foundation and keeps the tank level. In some cases ~ptional cor.nec- tions are specified for anchoring the tank to the pad. In these cases anchoring should be done according to Chicago Fump Drawing No. K.7279. . UNLOADING: It is recommended that the tank be lifted by crane directly from the truck on which it is delivered and set into place. Lifting lugs are provided for this purpose. See Figure 3 for detail and location of the lugs. Pulling lugs are also provided on the tanks as shown in Figure 6, · for use in positioning the tanks on the concrete pad. It will be necessary to lift the T?~VALIFT unit drive assembly i!1.to place, so plan the equipment and work schedule accordingly. TRA VALIFT Ul'TIT: The drive and rail assembly for the TRAV;.LIFT unit is shipped with the major components pre-assembled. There is a spacer plate at each end of the rails which also act as mounting plates. Also assembled to this component are: drive unit, gear box, drive and idler sprockets, and under carriage. Lift the entire component and position it on the final tank with the drive unit in the location shown in Fugure 4. Line up bolt holes and bolt unit tightly. Hake sure rails are level. Shims may be used to level this coniponent. The entire assembly is shown in Figure 2. ,\ttach the scraper blades to the lower slip 'pipe and insert the lower slip pipe ir.to the upper slip pipe. Bolt the upp~r slip pipe hangar plate to the under carriage securely. Adjust the scraper blades so that all points along the blades rest evenly on the tank hopper walls, then raise the lower slip pipe 'until the blades lightly touch the hopper walls and tighten the set screws securely. Install drive chain over drive and idler sprockets, making a loop. Attach the pivoted connector rod from the under carriage to the connector link on the chain and take up slack in the chain by removing links. Do not make chain too ti~ht ·~ PAGE 1 - 2 - Wire the drive unit to the electric control panel. Run the TRAVA~IFT unit across the final tank once or twice to insure that it operates smoothly. The TRAVALIFT should move toward the drive unit when the connector link is in the top length of ._...... chain. DO NOT OPERATE LONGER THAN THIS UNLESS THE UNIT HAS BEEN PROPERLY LUBRICATED (Refer to SL-150 Operating Instructions for lubrication schedule) CONNreTING TWO TANK S~TIONS: When the tank is shipped in two sections, ea.ch section is a watertight container and has its own wall at the point where the two sections come together. A seal is needed in three places where liquid passes from one section to another through the double wall. The three places are: (1) the influent channel, (2) the transfer port, and (3) the return sludge chaDnel. (Refer to Fig. 4 for the locations). When the tanks arrive at the job site the bolt holes in the four angles in each tank will be already drilled. After the reaeration tank and the contact tank have been placed adjacent to each other on the slab, the tank should be pulled together with the bolts and nuts provided for the angles. THE INFLUE?rT CHANNEL: The influent channel will arrive at the job already hung in place in the tank. It will be necessary to install the influent transition trough in place and secure. with bolts to the influent channel and the influe~t distribution box. The splash plate assemblies should be paced inside the two tanks around the influent transition trough so that the gasket seals it. The splash plate assemblies are then secured by tightening up on the bolts placed through the lugs on the transition trough and the lugs on the distribution box. THE RErURN SLUJNE CHANNEL: In the reaeration tank the return sludge channel which is flush with tha tank •all should be grouted or caulked by the fl.at in the channel (bottom and sides) as shown in Section C-C, Fig. 4A. The return sludge transition trough is then placed into position by compressing the grout and bolting the transi- tion trough to the adapter on the return sludge channel in the contact tank. (R~fer to Fig. 4 and 4A). THE TRANSFER PORT: The transfer port pipe should be installed by compressing the "0" rings on either side of the pipe in each tank by bolting the packing rings or flanges to the prewelded studs around the transfer port. The ends of the pipe should be lined up nush with the packing rings as shown in Section B-B, Fig. 4A. II PAINTING: One gallon each of super service bitumaatic and green enamel are furnished with the tank. A paint brush is also furnished. After the tank is set in place, anchored and connected, if applicable, and all appurtenant steel fabricated optional equipment has been assembled, touch up all scratched, thin spots or areas where the point has been broken through. -Du.ring backfill avoid additional scratching. CATHODIC PROTn:=TION: There are, on the sides of the tanks, small square nuts for electrical connections. Furnished with the plant are magnesium anode packs with 10' of wire. These packs should be buried at about half' the depth of the tank and approxi- mately 9' out with the· wires running. back to the tank and securely fastened to the nuts provided. See Figure 7 for location of' cathodic attachments • tRev. 1968, September . ~~©~UV[g[O) M/\Y ~ 1972 ,.. t ~ · · o· · • ... oun r ..,ai·11t-~trnn 1strrcts o OrJngc Count/ - 3 - Slack should be left in these lines so that they won't break when the backfill settles. Soak the packs with water before covering them. (Note: Keep packs dry before installing.) BACKFILLHTG: All equipment should be installed before backfilling. Back- fill with clean compactable material from which all large boulders or frozen chunks of dirt, etc. have been removed. Fill the tanks with wate~ when backfilling to prevent bulging the sides. Move backfill in carefully so that excessive pressure from the weight of the fill will not bend the sides of the tanks. Particular care should be taken to prevent backfilling machinery from pushing against the tanks. If the backfill is flooded for compaction, the tanks should be filled with water to prevent their floating. NCTE: In the Rocky Mountain area, we have noted one or two isolated cases where the tanks· bulge inward slightly due to excessive pressure exerted by the back- fill. Due to some forms of Bentonite, moisture absorbing and expanding compound present in the soil, it is best to backfill the tanks with gravel on installation in the Rocky Mountain area. SEW~RS: M~ke influent (inlet) and effluent (outlet) sewer connections. (See notes on Figure 1.) · BLOWERS: The standard blower provided and the optional blower, if required, are bolted to the top of the tank in the positions shown in Figure 1. Refer to Figure 8 for details of blowers and housing installation. The blower · will have to be ·wired to the control panel which is shown on Figure 1. AIR FILTER: The air filter is a complete unit and is to be screwed into the inlet (top) of the blower. BLOWER SHEAVE: A spare sheave or an adjustable sheave is provided with each blower so that the air supply can be adjusted as required for optimum plant operation. AIR RELIEF VALVE: Remove the protective mask from the air relief valve and place the valve ov~r the diaphragm. Place the weights over the valve making sure that the valve can move up aud down freely. DO NGT GREASE. However, application of a light oil film is advisable. EL~TRICAL CCNTROL PANEL: Bolt the electrical control panel to the platform at the location shown in Figure 7. The panel will have mounting provisions for blower an.d TRA VALIFT unit starter and disconnect -switches and optional Comminutor, s~cond blower and froth spray controls when specified. See Figure 9 for electrical schematic diagram. GRATING: Install standard grating sections in positions Lldicated by cross hatching on plan view in Figure 7. vrhere optional extended grating is specified refer to Chicag~ Pump Drawing K-7280 for installation details. t ed. ·~u~~ \ ~e ~ ~· · RAILING (Optional): Where specified, guard railings will be shipped separately. Railing sections, splices and sockets for bolting to the tank are furnished for installation in the field. See Chicago Pump Drawing K -6248. ~\,·ed ac; ~"' d.-~~-*'L '=Bl"'\ l) \) Sp\, tle-r ~t • So~\>hec\ - 4 - PORrABLE ACCESS LA~J!)ER (Optional): The portable access ladder, when specified, will be shipped loose. This ladder is designed for use with above ground installations and hooks over the upper rim of the tank. See Chicago Pump Drawing K-6245. COMMINUTOR MACEINE (Ontional): When the Comminutor machine is shipped it will be separately mounted in the steel Comminutor box. The Comrninutor box is to be bolted to the tank as shown in Figure 5, and cement grout is to be placed as indicated in Figure 5 to form a channel in the Comminutor box which will keep sewage solids from collecting in the corners o.f the box where they might cause an odor problem. Place grout as shown in Section C-C on Figure 5, being careful not to get any grout directly under the Comminutor machine. The bar screen furnished with the Comminutor box should be removed when the Comminutor machine is in operation, and tied nearby where it will be handy for use during periods when the Comminutor machine is not operating or is removed from its mounting for service or maintenance purposes. Wire the Comminutor machine to the controls provided in the control panel which is located on top of the plant where shown in Figure 1. FLOW SPLITTER BOX (Optional): The flow splitter box is used in conjunction with a lift station. In order to eliminate sharp changes in flow rate and to prevent hydraulic overload of the plant, this box will allow a controlled amount of flow to enter the plant and will return the rest back to the lift station wet well. If the splitter box is used, mount it to the plant inlet as shown in Chicago Pump Drawing K-6231. CHLORINE CONTACT PACKAGE ( Ontional): When the chlorine contact package is ordered the contact tank is fabricated as an integral part of the plant structure and no tank installation is necessary. The solution feeding equip- ment is shipped separately and must be assembled to the plant. A 220/440 to 110 volt transformer is provided in the control panel for power supply to the chlorine;solution feed pump. I t Run wiring from the transformer through conduit along the top of the tank to a point near the solution feed pump and install a standard 110 volt outlet in a weatherproof box at that point. (\'!iring, conduit and outlet supplied by oth2r~.) i ! Mount the solution feed pump on the mounting plate provided and connect suction and discharge fittings and tubing as shown in manufacturer's instruction booklet. Install solution tank on mounting bracket as shown in Chicago Pump prawing K-6237. Run the suction tubing into the solution tank and place the discharge tubing into the chlorine contact tank so that the end of the tubfng is about 24q down from the tank top and near the tank inlet. Plug in ~he solution feed pump ~nd place the metal ~ousing over the pump. V-NOTCH WEIR !'.EASURING CHANNEL (Optional Equipment): T~e steel V-notch weir measuring channel, when specified, should be installed on the effluent con- nection of the plant. In cases where an optional chlorine contact tank is specified, the measuring channel should be installed on the effluent con- nection of the chlorine contact tank. The channel should be installed with a measuring stick~ upstream ~rem the weir. See Chicago Pump Drawing K-6230. - 5 - L!FT STAT!C~ (O~tional Eq,ui~ment): This steel tank is located in front of tht se~age ~reatment plant and should be set level at the elevation shown oA tbe en3ineer's drawings. The Comnrl.nutor machine, pumps and float controls are to ba set in accordance with the drawings and instructions furnished with the unit. Pipe connections to the plant are to be furnished by others. F,BO'l'H foPP~Y ?ID-P (Optional E,qui~ment): The froth spray pump, when specified, i• located in the settling tank and should be wired to the electrical control pa.nel wr.ich is located on top of the plant where shown in Figure 1. The _froth E3nr~y "'.)nr.ln should never be run dry. (Refer to Chicago Pump Drawing #K-7278 for lnyou t) • DM:lh NOTE: BEFORE STARrING ~UIPM:ENT, REFER TO OPERa.TING INSTRUCTIONS SL-150 WHICH COVERS ~UIPMrnT STARr-UP AND MAINTENANCE, AND PLANT OPERATION. Febnle.ry '· 1967 -~· , I~ d•. 'X W ':r U'. !~I ! co . co c', I, CD t...~O SILENCER NEOPRENE FLANGE rBLOYIER BLOWi:R DISCHARGE PIPE SECTION A-A BUTTERFLY VALVE------;-- ... 3 1·8" REAERATION TAf\!K ~ PAO ·pr11>v ~, ;1 ,JI•, \, t INLET CONTACT TANK -==-= PLAN VIEW REGISTERED TRADEMARK FYC CORPORATION * TRAOE-.1ARK, FMC CORPORATION OPTIONAL STAl'\0-BY 9'_ 0'.'/EQ C~!!CAGO ?DI"/'.::? HYOPOOYHAMJCS Ol'W'tS•Oflrf. ,..,C CORPO"-r1Q ... C.P OllOEA NU,. BER tSSv[ NOTE: STANO· BY BLOWER OELIV'::RS 100% STANDARD AIR REQUIREMENTS . ...---1-4-+--STANDARD BLQINER --~--OPTIONA~ stAND-BY BLOWER EQUIPMENT F"URN!Sl-'~D SY C. P OPTIONAL STAND-8Y 3LOWER ASSEtl.SLY(S) \'/l'iH ~ vo•_ T -~-PHASE ..LL CYCLC:: IJP::N DRIP PROOF ~.~OTOR(S) AN!) WEATHERPROOF HOUSIN'3(S: FOR MOUNTl~G ON T A:-.::-<(S}. FOR USE WITH MODEL~ PLANT($) ; I r t '" I~ • (\I ~ , ,..... uJ w :::> 1- Ul c:t ~o ·~ 0 a.: l(l . -~ 0 >-z (l) t:.i z 3~ Y,{' reOAFPt..e ~ INF"LUENT DISTRIBUTION ~ INLET BOX--------,r.!L...i ;-SLIDE ~--~~,;.._-..----~..,---..-----..-r--t ADJUSTABLE AEROBIC DIGESTER AD.AJSTABLE V-NOTCH WEIR \.~ ... ...._------:---I RETURN SLUDGE CHANNEL- , OTCHED EFFLUENT WEIR EFFLUENT TROUGH -T 'l OUTLET 14 11 FRO~ TOP 28 .. OF TANK i----------------LENGTH VARIES WITH PLANT SIZE------------------ 12'' UNION -~l 11i----<1P OUT OF SUPERNATANT BAFFLES DEFLECTOFUSER * DIFFUSER PLAN VIEW ,ADJI J·:TABLE V-NOTCH WEIR -· f I 10'-o" ........ ·~ 6 • . ,. "' RETURN SLUDGE CHANNEL----. ·I I " '!,'-6~ I z I CLEAN OUT ,'OPENING .._ TRAVALIFT *UNIT SECTION A-A SECTION 8-8 PLANT LAYOUT SL-150 TANK FIGURE · 8' 125" STD OR ILL ED FLANGE (APPLIES ALSO TO OUTLEn . 4 oa._ ____________________________________________________ ....., ___________________________________________________________ , _____ ._._.,._ ____________ ,,......,__. rJM;. t-40. I 50 - 2 OWP-4 BY: A.f'.S. PIVOTED CONNECTOR ROD DETAIL 11 8 11 i I UNDERCARRIAGE --------........._ DISCHARGE PIPE-----... LOWER SLIP PIPE ------' PIVOTED CONNECTOR ROD __ __,,,...,._~ DETAIL 11 A 11 TRAVALIFT * UNIT INSTALLED IN SL-150 © FMC CORPORATION 1966 FIGURE ... . . 2. -· .. ,--.-· ----·- * TRADEMARK, FMC CORPORATION THIS PRINT IS THE CONF10£NTIAL PflOPERTY Of CHICAGO PUMP oCND IT SHOULD NOT BE USED IN ANY WAY DETRIMENTAL TO ITS INTERESTS IT SHOULD NOT 11£ COf>lED l'JR REPllODUCED IN WHOLE OR PART ANO INFORMATICJN FROM IT SHALL NOT BE FURNISHED TO OTHERS WITliOUT PERMISSION. ALL RIGHTS OF 0£SIGN ANO INVENTION ARE RESERVED BY CHICAGO PUl,;P, HYDROOYNAMtCS OtVISION,_F~£CORPORATION, DWG. NO. ISSUE A CHKD DWG. BY; T. P.T. DATE 2-15-67 D.W.M. E.J.M. •--------25 1 -IO·f------41 I ~----26·-ar------.. -I PLANT MODEL NO. 20 , .... ,__--.:. _________ 38 1 -1f-' -------------of I 1 ----------39'-41 ---------------·.-.I PLANT M0~:::~~0 ....__ --~- -I -' I• 51 -42 29 1 -3f - I l ... ·-------21'-1or-· -------·I I I LIFTING LUG 22·-1r TANK WALL I l-·---20· -ar-----·I PLANT MODEL NO. 40 (TANK SHIPP'[D IN TWO SECTIONS) -I I - 64 1 -I .. 36 1-5 .. 27 1 -7 .. - .1 I I ( FIGURE 3. LIFTING LUG LOCATIONS SL-150 THIS PRINT IS THE CONFIDENTIAL PROPERTY OF CHICAGO PUMP ANO SHOULD NOT BE USED IN ANY WAY DETRIMENTAL TO ITS INTERESTS. IT SHOULD NOT BE COPIED OR REPRODUCED IN WHOLE OR PART ANO INFORMATION FROM IT SHALL NOT BE FURNISHED TO OTHERS WITHOUT PERMISSION. ALL RIGHTS 01" DESIGN ANO INVENTION ARE RESERVED BY CHICAGO PUMF\ HYDRODYNAMICS DIVISION, FMC CORPORATION .... - - --'- L_ ______ 34' -1o·r---------4·-I l"""'·-----26'-of------~ .. 1 PLANT MODEL NO. 50 (TANIC SHIPP[D IN TWO SECTIONS) .,-o _,z ..,c z .. zc ~f <>c o"' ...... !!; =~ c:i ...: "' ::c z u >-.n ID > ID IO I ID N I ID "' "' c ~ ... ... ~ !;( Q 2 ~ d ;;. '-""' ID c:i ~ "' ::c u !? .., .,, ..J g~ ..; z i :s Q RAW SEWAGE DISTRIBUTION BOX SPASH PLATE ASSEMBLY~ INFLUENT ~ .........-ANGLE • IRONS SLUDGE TRANSITION TROUGH CONNECTING TWO TANK SECTIONS F'IGURE 4 T'Mtl ""''II T .. ( C.011r1ouu1a... ••Cll'(lllT"f CIJ :M1C.&Gl "'"p ..... , '"OUl..0 ..,.,. If UHO ... &•Y •• •AT O(UIW(llTAI.. TO IT1 ••Tt•tsra. IT IMOIJLD .,, If COtJlt·fO l)ft llt!,•OCUC[Q Ill •JitOL( o• PAlltT ... c 1 .. ro•wAT•O• ,.OM IT SMAl..L tl:lT I( '"."'"''0 T'O CTN("' ~Jlfti!OllT ,., •• w1s•10t1. ALL •1, .. r, QI 0(51'$11 &NO ..... , .. Ti~· ••£ •fSf'lh(~ IT '"''caa.o "Vfllll~. lll'f:lllt?O'fllt.1111es OfVISIQtlf. ftlllC ca•.-O•ATiO•. Cl) "' c a. I CD Ww :l ..... en 4 !!?c ..,.: z >- Cl) '-"' d c :II: • ::z: u o en 1(1 > g~ ci z ~~ cc SECTION 8-8 \INFLUENT \ TROUGH ~~ "~tJ- SECTION A-A :-0 I , I I I I I SECTION c-c TANK rTOP OF RAW SEWAGE DISTRIBUTION BOX TOP OF TANK RETURN SLUDGE TROUGH T 8 RE AERATION CONTACT TANK TANK :I i I !I ii ,, !,, :I I I I I T c c LRETURN TROUGH -----~~~--F~---- 1 I 11 I I : : 24• L.. --•s. .... --..-. ... 1-----=--=----=-~..="'...=:-~...=- r~ ~,~1-------A. '----' ALL AROUND CONNECTING TWO TANK SECTIONS PLAN VIEW FIGURE 4A BOX SLUDGE THIS P-lllT 1$ THE COllFlOEllTIAL PROP(RTY or CHICAGO PUMP ANO SHOUl.0 NOT BE US[O Ill Ai'IY •AY DETRIMENTAL TO ITS lllTERESl'S. IT SHCULD NOT BE COPIED OR R£PROOUC£0 IN WHOI.£ OR PART ANO I llP'OlllllATION r!IOM IT SMALL llOT 8( ruRNISMEO TO OTHERS 'lrlTHO\JT PERMISSION. Al.I. RIGHTS O' O[SIG ..... c INV(NTION ARE ll[S(RVEC BY CHICAGO PUMP, HYCROOYNAWICS Ol~ISION. n1c CORPORATIO'I. COMMINUTOR BOX INSTALLATION FOR SL-150 TANKS ~ c 3:: 1' 0 :c u >- E U) ~ .., >e I $ ., L __ GROUT (SEE NOTE 41---- TANK WALL REMOVABLE BAR SCREEN TANK WALL '° BOL,T Si SPACER DETAIL INLET PIPE (BY OTHERS) SEE NOTE 3 B"-125~ STD FLANGE DRILLING FOR CAP SCREWS I o: I I L-€)> <®--_J PLAN VIEW NOTE 2 COMMINUTOR MOTOR INLET PIPE (BY OTHE RSI SEE NOTE 3 COMMINUTOR BOX SUPPORT BRACKET I. COMMINUTOR BOX BOLTED TO PLANT IN FIELD. 2. SUPPORT BRACKET BOLTED IN PLACE IN FIELD . 3. INLET PIPE (BY OTHERS) BOLTED TO COMM INUTOR BOX IN FIELD. 4. GROUT (AS SHOWN l FURNISHED ANO PLACED IN FIELD BY OTHERS, SECTION A-A 0 ,. z Ill ci z . ~ 00 FIGURE 5 ~ --~=-=::zl!::oc:::*:::jl"=""=-==-c::s:o~ic::lc--=--""111:;:l~J_ SECTION C-C VIEW B-8 UPPER RIM OF TANK CHICAGO PUMP OWG. NO. SA-31204 ~ .... ., a. ') . .... 0 :>. zm ~z ~ ~ 00 5'-0" CONNECTIONS FOR CATHODIC PROTECTION LEADS SL-150 TANKS r-®--~ I <©-1 I <®-1 I .... ,.1 __ ...,..1 _____ : _______________ ..,.~ ____ , -----r------·--------l·q'. ·::-::- ' I 1 . : ~·: .... I 9'-11"! I i ! AT@--l~J I .. l • I <©-J ©~©SPACES PLAN VIEW ....._ __ ~" SQ. NUTS WELDED TO OUTSIDE OF TANK FOR CONNECTING LEADS TO A 'TOTAL OF CD MAGNESIUM ANODE LEADS. SLACK COIL TYPICAL ANODE PACK (SEE NOTE I, 2) •• " •• : : • : •. •. • . . P • . . o·. • • •. : :v.. . • ~ ..... : : ... : ·o ... .'. •. : SECTION 8-8 PLANT MODEL A 8 c NO. 20 5'-0" ~ 2 7'-11r 30 5'-0" 4 1·-1~ 40 5'-0" 7 1'-si 50 5'-0" 7 7'-str D E s'-o" 2s'-10~ 5'-0" 39'-1! 4'-3" s1'-4t 5'-0" 641-1°1 FIGURE F 6 10 16 16 6 SECTION A-A NOTE I. 2. ANODE PACKS PACKAGED IN SETS OF TWO l2), SEPERATE IN FIELD ANOOE PACKS AND LEADS FURNISHED BY C.P., INSTALLED IN THE FIELD B'f OTHERS, THIS PRINT IS THE C0'4FIO~NTIAL P<IO?~RTY OF CHICAGO PUMP AND l SHOIA.O NOT !!E US~Ol,.ANY 'fl~Y :ETPllolENTAL TO ITS INTEREST. IT SHCU.OlllOT BE COP1EOOR REPROOUCE:l N ._,,..Cl.EOR PART I.NO INFORMATION FRO .. IT SH~.L 'lj0~ 3~ Fi,;P,..IS-'~0 TO OT..,E;>S Wl""HOUT PERMISSION. ALL A1G..,TS OF OES:G'< ANO IN•E"'TION .>.RE ilESE•hD BY CHICAGO PUMP, t1YDR00YN.>.MICS DIVIS ION, FMC CCR PC-•HTION. ct w :::> Cl) Cl) 0 Ii) 0 z C) 3: 0 ID I 0) I N w ~ 0 ~ ~ 0 >= CD ~ :c u :i a: >-CD z 3: 0 PULLING LUGS SEE DETAIL A PULLING LUGS FOR SL-ISO TANKS AEROBIC DIGESTER ERATION TANK CONTACT TANK FINAL .TANK PULLING LUGS SEE DETAIL A ONE UNIT TANKS TANK IN PLACE --- PULLING LUGS L------------------_I VIEW A-A .... FIGURE 7. -1 --CONCRETE PAD ' ! l 17f ·'"··4 .. ··A· ·.~·.-::A·". 4 .·.·.A .. · ............. ·.A.·· .. :"~·.: .. "·,.' ... :A. ·4.: ". ·.'t." . DETAIL A THIS PRINT IS THE CONFlDFNTIAL PROPERTY OF CHICAGO PUMP ANO IT SHOULD NOT BE USED l~l ANY WAY DETRl'AENTAL TO ITS iNTERESTS IT SHOULD NOT BE COPIED OR REPRODUCED IN WHOLE OR PART AlllD 1Pff"R"4ATION FRO~ ~T SHALL NOT BE FURNISHE.0 TO OTHERS WITHOUT PER\41SSION ALL RIGHTS OF DESIGN ANO INVENTION ARE RE.;ERVEO SY CHICAGO PUMP, HYDRODYNAMICS DIVISION, F~C CORPORATION. OWG. NO. I ·,. -6 ISSUE A OWN. BY A.F.S. DA TE 2-15-67 HANDLE FOR RAISING HINGED COVER CAP SCREWS FOR CONNECTING BLOWER BASE TO TANK ~--, AIR RELIEF VALVE I NEOPRENE PAD~--:::Jb.J~::=::=::==::=::=::=::=::=::=:::!::f~!::::::f~ ~--j ELEVATION ( AIR FILTER AIR FILTER---.. AIR RELIEF VALVE BLOWER BLOWER BLOWER DISCHARGE PIPE BLOWER BASE BLOWER BASE HINGE "---NEOPREtJE PAD SECTION A-A BLOWER AND BLOWER HOUSING FOR SL_:_ 150 TANKS FIGUR~ 8 THIS PRINT IS THE CONFIDENTIAL PROPERTY OF CHICAGO PUMP AND IT SHOULC NOT BE USED IN ANY WAY DETRIMENTAL TO ITS INTERESTS. IT .SHOULD NOT BE COPIED OR REPRODUCED IN WHOLE OR PART AND INFORMATION Ff'cOM IT SHALL NOT BE FURNISHE.D TO OTHERS WITHOUT PERMISSION. ALL RIGHTS OF DESIGN ANO INVE.NSION AkE RESERVE.D BY CHICAGO PUMP, HYDRODYNAMICS DIVISION, FMC COkPOR A TION LI L! L3 NOTE: .. ... FIELD INTERNAL WIRING OF STARTERS, FUSE DISCONNECTS AND THERMAL OVERLOAD PROTECTION IS DONE BEFORE SHIP - MENT. WIRING SHOWN IS ALL FIELD WIRING. THIS PRINT IS THE CONFIDENTIAL PROPERTY OF CHICAGO PUMP ANO IT SHOULD NOT 8E USED IN ANY WAY DETRIMENTAL TO ITS INTERESTS. IT SHOULD NOT BE COPIED OR REPROD.,CEO IN WHOLE OR PART AND INFORMATION FROM IT SHALL NOT BE FURNISHED TO OTHERS WITHOUT PERMISSION. ALL RIGHTS OF DESIGN ANO INVENTION ARE RESERVED BY CHICAGO PUMP, HYDRODYNAMICS DIVISION, FMC CORPORATION. ( WIRING DIAGRAM FOR SL-150 220/440V STARTER# I STARTER #3 STARTER# 4 STARTER# 5 llOV FIGURE 9.