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D.O.E. General Correspondence— S--29 , 1+ BEGINNING OF FILE FILE TITLE S — �c Ce,ht- ra Co rre S�OhGr� Ace, ST T OF WASHINGTON �'M�:1 44534 w -----' O ICE Of STATE TREASURER 9(sn X � - - X OEYMGIA 12V 9JL on Aum no. J55 16 ,91r-04 sot G• mo D.v n 111 0 07 01 87 � --__-- ' Sy ' IMa IOrm w ¢lylw... a uracu Pl ufr, W PGM0 WAll lN0 D(`11.a15 .ram. 49 GAY TO THE ORDER OF 9 87162 461 445344W 616Y912.04 4 an, of G.nwv mn me 'MrG9a la m.u�wU w. RENTON, CITY OF "o 9lun .ea maw 2 � aen Gra..roe 00 MILL AVE 5 .:rinpul RENTON, WA 98055 1uLt(11 D'Yla*' RORERT S.OYRIEN,STATE TREASURER b6534423 1: 1251055761: IDUFI �(9(RK LD MJ M 30Cuu 9E[1MITY RO ..Y R.G.IIw9 Nr.wl Wwee.CMx...�.PPMNa N IR S� MEMORANDUM , t Date f From L � 1 L 11 l 1 wM1UM110tK L wUMY1f MM(e11 MEMORANDUM To Ted Bennett, Finance D ate_06-18-8% From _ Bob Bergstrom, Engineering Subject HONEY CREEK GRANT Here is the latest correspondence from the D.O.E. on the final payment for the Honey Creek Grant. Thank you. 4 41 AnnRrA aAm ItMHt Dreaw STATE OF WASWNGTON DEPARTMENT Of ECOLOGY AUd Stop PV-ll • CNYmwa, Washngton 98504f7:11 • (06) 454-6(MK) June 15, 1987 Audit No. 87-29 RECCIVED Mr. Robert Bergstrom JUN 17 1987 City of Renton 200 Mill Avenue South ENGINEERING " I'T. Renton, WA 98055 cn OF RENTON Dear Mr. Bergstrom: On April 28, 1987, Barbara J. Moskal, a member of my staff, audited your Wastewater Grant No. WFG 85-063 (Honey Creek Int-rceptor). Thib grant was for the period February 25, 1985 to September 30, 1986 in the amount of $437,731.00. The total eligible project cost amounted to $1 , 171 , 195.14, with the Department of Ecology's share being $432,765.24, less $8.75 as per letter of September 15, 1986. Since the City of Renton has been paid $415,844.45 to date, the retainage amount of $16,912.04 is now due and payable to the City. If you have any questions regarding this audit, please do riot hesitate to contact this office. Sin re y, r"" Ron offma Support S rv' es Supervisor Financial d inistrative Services RH:av MSS6/87/060311B cc: Margaret Hill, Ecology Beth Nowak, Ecology Anne Chubbuck, Ecology Audit, Ecology ,tea., City of Renton SCHEDULE I February 25, 1985 - September 30, 1936 SCHEDULE OF POSTS INCURRED AND RESULTS OF AUDIT GRANT NO. WFG 85-063 Approved* T ** Results of Audit --T—_ Description A 1 Costs i Budget Incurred Reference Notes I ( (— Cos sue— Cos h Accepted I uestioned I Inspection Fee —_T—' �— I P I $ 15,200.00 I $ 40,702.34 I $ 15,200.00 ( $25,502.34 ( See Schedule II I I I I i Construction: I ( I I I I I I ! I Phase I I 305 506.00 ! 314 238.10, I 305,506.00 I 8,732.10 ( See Schedule II Phase II I 495,173.00 I 520,891.98 1 495,173.00 I 25,718.".o I ,;Le Sch• uuie II I I i I I Phase III I 301 ,106.00 I 288,023.57 I 288,023.57 1 I I I I ( I Emergency Power Generator i 67,649.00 i 67,292.57 I 0,292.57 I I Total Eligible Cost I $1,184,634.00 I $1,231,148.56 I $1,171,195.14 I $59,953.42 I LESS: *** Charges per letter of 9/15/86 Local Share I $746,903.00 I I $738.429.90 I I I I I i I Ecology Share (.3695) I $437,731 .00 I i $432.765.24 I I I I I I I Ecology Payments I ! I ($415,844.45) I I I I I I I 8.75) I I I I I I i Difference Due City * Total budget in grant contract. ** Final audit reflects cumulative costs from effective date of the grant to the expiration date. SCHEDULE lI City of Renton CALCULATION OF DEVIATION GRANT NO. WFG 85-063 Elements I Budget Expenditures Actual Deviation Deviation I Deviation. Allowed Disallowed I Inspection Fee I $ ]5,200.00 I $ 40,702.34 I $25,502.34 I ( $25,502.34 i I I I Construction: I I i I I I Phase I I 305,506.00 I 314,238.10 I $8,732.10 I I 8,732. 10 I I i I I Phase II I 495,173.00 I 520,891.98 I 25,718.98 I I 25,718.98 i I I Phase III I 301,106.00 ( 288,023.57 I I Emergency Power Generator ( 67,649.00 1 67,292.57 I I I I I I I i I I 1 I I I I I I I I Total All Elements i $1,184,634.00 1 $1,231,148.56 I $59,953.42 I I $59,953.42 Payment for major project elements described in Appendix A will be disallowed when the GRAN^.EE's req -•st for reimbu-sement exceeds that element's total eligible cost without prior written approval. I `, �� i �, . � ����� i . , 4Nl WIN WdI IN 18AinIk 0".. ,, 0 ti1AU t8 WAtiFNr jON DEPARTMENT OF ECOLOGY %fid tin4i PI, 11 • th,npu, /5'a+hxWton *5;441-;I • 1lfibl 4.JQ-WJ O March 24. 1987 Robert. Bergstrom Renton Public Works Department 200 Mill Avenue South Renton, Washington 98055 SUBJECT: City of Renton WFG 85-063 Dear Mr. Bergstrom: The City of Renton's grant is being extended from March 31, 1987 to June 30, 1987. This extension will give me time to complete the paperwork required for final audit. Before the grant can be closed out, i will need letters from the nit.% accepting construction for: o Phase I Schedule A & B; C & D o Phase II o Phase III o Phase IV 1 hope that this will be the last delay and that this letter clears up any confusion that may exist about the release of retainage for the project. If you have any questions, please call me at (206) 459-6102. Sincerely, r Margaret S. Hill Contract Officer Water Qualif`y Program MSH:smr cct lied Kern, HCW-L Grant File FYI N:1 \ ,- \i 11 ':IYIAFR FIHPUU! STATE C)E WA.SHPA TON DEPARTMENT OF ECOLOGY A 1 St(V) P1-11 • 04M)m, Nadurytlnn 481(14-8-11 • (-KM+I .154y,(rMi March 24, 1987 The Honorable Barbara Y. Shinpoch Mayor, City of Renton 200 Mill Avenue South Renton, Washington 48055 SUBJECT: City of Rent n WFG 85-063 Dear Mayor Shinpoch: This letter extends the expiration date of Your grant. from March 31, 1987 to June 30, 1987. I� This r ;tension will give Ecology the time we need to complete all required paperwork for final audit. If you have any questions, please call me at (206) 459-6102. Sincerely, Margaret S. Hill Contract Officer Water Quality Program MSH:smr cc: Robert Bergstrom, Public Works Dept. Fred Kern, HCW-L Grant File ANDRO, 6EAJT1 RINKER Urrcta "' STATE (N M'� HINGTON DEPARTMENT OF ECOLOGY null 5114P Pt'-11 a G4r1%M, t Jd Nmtrvl 483ow'll'11 . 0lk) 451H&rMI December 3, 1986 The Honorable Barbara Y. Shinpoch Mayor, City of Renton 200 Mill Avenue South Renton, WA 98055 Dear Mayor Shinpoch: Subject: City of Renton WFG 85-063 Your Referendum 39 construction grant awarded on March 5, 1985, contained an assu. ce that the project would be completed on or before September 30, 1986. You have no: responded to my letter of October 13, 1986 (copy enclosed), so I will assume that all construction has been completed. This letter e;ctends the expiration date of your grant to March 31, 1987 to allow Eco. ogy time to complete all required paparwerk. Please note this letter does not extend the completion date oc the grant. If you have any questions please call me at (206) 459-6102. Sincerely, .err Margaret S. Hill Contract Officer Grants Administration Water Quality Program Enclosure cc: Robert Bergstrom, Public Works Department Fred Kern, HCW-i, & Associates Grant File �IC$e f J • Y '"NGREA BEATTY RINKER �� F LHr w STATE (W %*VAiMNGT(Nd DEPARTMENT Of FCOLOGY Ma( Stnp Pl'•11 • (Nympia. 11Vt,hetgtnn 985/k1.8711 • /106) 4594= October 13, 1996 The Honorable Barbara Y. Shinpoch Mayor, City of Renton 200 Mill Avenue South Renton, WA 98055 Dear Mayor Shinpoch: Subject: City Of Renton WFG 85-063 According to our records, the City's Referendum 39 grant for wastewater treatment expires on December 31, 1986. A final inspect.ioa was performed by Ecology on June 9, 1986. Please submit a final payment request or a request for audit by October 31, 1986. The City's retainage that has been withheld for performance will be released following the audit. If you have any questions please call me at (206) 459-6102 or SCAN 585-6102. Sincerely, 017nriX-C��-sr Margaret S. Hill Contract Officer Grant-, Adminiatratiou Watrr Quality Program cc: Robert Bergstrom, Public Works Department Fred Kern, HCW-L & Associates Grant File OF Rem z PUBLIC WORKS DEPARTMENT _ DESIGN/UTILITY ENGINEERING 0 235-2631 Z UAL0 $ MUNICIPAL BUILDING 200 MILL AVE. SO. REPITON,WASH. 98055 09 b �q rED SEcttola BARBARA Y. SHINPOCH April 28, 1985 MAYOR Mr. S.K. Chung State of Washington Dept. of Ecology Mail Stop PV-il Olympia WA 98504 Subject: Honey Creek Sewer Grant WFG-25-063 Dear Mr. Chung: Please find attached two signed Appendix "C" Declaration of Construction forms for the last two phases. You should have all previous phases Appendix "C" forms. Thank you. I Very truly yours, Robert E. Bergstrom, P.E. Engineering Supervisor :ckd Attachments „fYI ./• �:asl to►Kh n 1 (>t I'tr3k VV P APPENDIX C UFCI.ARAIJ(kl DI CDhI51NUCIION I1F MAIFM Igl.LU1tUN l'(NIiRIA IAC•IL Ilt75 INSTRUCTIONSt A. Upon completion, and prinr to the use of any project or Itortlnns thereof, a profvs>lonal engineer, registered In the Stair of Waahlralton, shall complete and sign this form declarinq that the project was constructed In accordance with plans and specifications, and major change orders, approved by the Department of Frology. 8. If a project is bring completed In Phased construction, a map shall be attached showing that Portion of the project bring drelared on the date given below. Each phast• or a project must be declared as It is rlmgletetl. Additional declaration forms are avallable from the Department of Ecology offices listed below. C. This declaration mist be signed as presented and shall not be modlrecd In any way. NMW MID BRIEF DESCRIPTION IN PROJECT Honey Creek Sewer Pump Station and Power Supply - Phase I - Schedule C & D NAM OF OWNER City of Renton Dept. of Public Works WOOF PRDafCr NO. WFG-85-063 AMO.SS 200 Mill Avenue South DAIL PRO',ILCT OR MAST COM'II Ito 4-25-86 Renton WA 98055 Wt1Ol Pt Al( Atli CITY STATE ZIP SPI.CII ICAI Ire+ APPROVAL DA.1. 12-18-84 I hereby declare that I am the project engln •r of the abote Identified project and that said project was revlrwed and observed by me or my authorized agent In accordance with a quality assurance plan apprnv rd M the Ileparlment of Erology. I further declare that said Project was to tore best cif my knowledge and information constructed and Conlp lPl P�•JN .yccordant•P with the plan and ;peelfirat ions and major change orders approved by the Ij fittmiont/:br Ecology and as shown on the owner's "as built” plans. tto L Signature of Prgfesslonal Engineer Date o •. ,� 1AeIB P G�aFt SRSSdA dFkjon't0 wnsulNcl'hIr^sr F' FNr.IrR FR Please return completed form to the Department of Ecology office checked below. [] Southwest orylonat Orrice Central Regional Office Oeparlmeol or rcnlogy Department of Froingy 7Z77 Cleaowater Lane 3601 West Washington Olympia, Washington 98504 Yakima, Washington 98903 U Uor(.hwcst, Regional Office [] Easton Regional Office Orpartmr,,t of fcology Department of Erolu9y 4350 . 150th Avenue N.U. East 103 Indiana A,enue Redmond, Washington 98052 Spokane, Washington 99ZO7 j Department of Ecology - Headgtmrters Hall Stop F'V-II DlymPlu, Washington 995111; ICV Rev. 3183 W W tii>f{h it I (/ij?im 111119I1 tt! tirrkq{V ///e • APPENDIX C UICLARAILON 01 CUNSIRUCTIOH 01 WAILH POLLUTIIIN CONTROL f-ACILIIILS IIISTHiICT N ds% A. TIM. complwtlon, and prior to the use or any project or {e,rtlons thereof, a professional engineer, re,.lstered In the Stale of Washington, shall ;:nmpiety and sign this form dcclarinq that the project w. s ronslnicted In arrordance wl(h plans and specifications, and major change orders, approved by tic Ucpartment of lcology. R. If , project Is helnq ova{,I0-Led In phased coast roct lon, a m.ip shall be -it l ached showing that p„rl ;nn of the prt,jrvt helot! de"I"rril on the date give,, below. Tacit phase of .t prujnwl must be drei,urd W, It Is rmpleled. Additional declaration forms are avallable from the Department of leology offices listed below. C. this declaration mist br signed as presented and shall not be modified In any way, NAllf M1O BRIEF 01 -WHIPTIoN Uf PRoitcr Honey Creek Sanitary Sewer Interceptor Phase II NAHI lW MILLI _ City.I f Renton, Dept. of Public Works VAAW PRpaiCT No.WFG-85-063 ADIAN SS 200 Mill Avenue South PA it PROW CT Oil -- PIIASF. C1MPLl TED 4-25-86 Renton _ WA 98055 tnxn Pt All ANTI CITY 51AfF lip— SPf.CII ICAI W" APPROVAL DAIL 4-22-85 1 herrhy declare that 1 Am the project englnrer or the atime Identified project and that said project was reviewed and fib 5"rvrd by we or my authorized agent In Arrordaorr with a quality assurance plan appfn.ed by the Urpirlment of frnlogy. I farther derlarr that sold project was to L',e h.,si fir my knowlydgr and informallon ('onstrortrd and cornplet-rd Atl.me* FAanre wlth the pl ms a,ni ^p..•Ifir.rt trios .Ind major change orders approved by the 1). Ao m4At r#" ?fwDl ogy and as shown On the nwnrr's "Alt-bull[" plans. t'tt1 4 II�� \IAA lit. �.i/fit. - Slgnatilre ofProfessloaal Engineer Date '^ s O f FCIr T4E�\L'�� "Ali work complete except for added channel rip rap S �rd4615j I) not part of DOE funded work. WAu11N1, caA+c fW11PAIR I'Icas.• return umplcled form IQ the Department of frolugy office checked below, t'nulhwrst Orylon,ll Office ❑ Central Regional office Department of Ecology Orpartmrnt of Ecology 7272 cleAnwater Lane 760t West Washington Olympla, Washington 9115O4 Yakima, Washington Mill U Northwest Regional Ufflce (3 Eastern Rrolonal Office Url!tarlmrnt o tcnl.,gy Department of Ecology 4150 - 1500h Avrnue N.E. last. 10) Indiana Avenue Redmond, Washington 9AO52 Spokane, Washington 99207 j Ilepartment of Ecology - Headquarters ' Mall Stop PV-II Olympla, Washington 905O4 ECY O404-2Alal Rev, 3/6) add fleyrrF � l:eclvg.� ?Scay 5e,,a,. 6ttc� G.,FG -23W63 va l pt{r� +S1ONA��N PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING 0 235-2631 O MUNICIPAL BUILDING 700 MILL AVE.SO. REN10N, WASH. 98055 9,g9��E0 Sf.I'lE���P4b. BARBARA Y. SHINPOCH MAVOR March 27, 1986 STATE OF WASHINGTON Department of Ecology Mail Stop PV-11 Olympia, Washinaton 98504 Attention: S. K. Chung Subject: Honey Creek Sewer Grant / WFG-25-063 Dear Mr. Chung: Please find attached two signed Appendix C - Declaration of Construction forms for the close out on these two phases: Phase Ill - Kennydale Sewer Upsizing Phase IV - Emergency Power Generator Previously 1 have supplied an Appendix C form for Phase 1 , Schedule A and B - Pump Station Force Main. Two other phases are nearing completion and I will close these projects out next month: Phase I Schedule C and D - Pump Station Phase II - Canyor. Interceptor Gravity Sewer Thank you. Very truly yours, i�6 s Robert E. Bergstrom, P.E. Engineering Supervisor :mf Attachments •• f111 �r14>y� , e npPluult r IN 1:I ANAI I/NI IV Y!NISINIKf I1N1 IN wN1111 1,It,11,11NI fIN111i1N. l Al'11 I I11 5 111SIIIIN 111NIS1 A. fill lrl I , It .I,d pr Lrr In ila• nsr of anI pro }ert or twirl loos thereof, .1 profrwslonal rnglllrrr, I lu ihr• lair nl N'nthlrnll nn. ,hell nwnlll'le• .Ind a Ir wns .vnsl nn•l rvl In .n'rnl dagrr w11L I I11 11,1•, fol'm der Lvlon that ihr project tll•Ini and SInr If I r.It l naw, Alul MIlry eh,lnar oulers, .Ipprovevl b) Ill,- I/rgr.n'1 m.vd of I r nla/y. If. It .I p'o'lorl IN hrinrl f,rnplr•1 rd In ph.t,ed rmr.l ern•t fan, a map sh.11l hr .rllartlyd %howlllg Thal }elrl Inn of Uv pn.J.•rI b.•Lln dr••l-,red on Ihr• del" Ov"n below. tech phd5r' of a project Imut be der l.Irrd av 11 1•' •"ml)l of"I- Add II tonal Berl arat Ion forms orr e%al Mille from the Department of I ou ingv of flerl II%I rd he•I". r. ibis dllrlaratic" wvesl he slgrled 'IS Ilrese"ted and Shall not he modlflnd In any WI). DAIN AM IW111 fg I1111pillN1 IN I'Nn.Ntl �OnCYSregk,�eY,v_E.rs PhaS ill^ EXlSti11 Keonydal.e _Sewe.r .Ups i zing• "All 14 41011N _ C1ty,Qf RP jkQ-n,_De-RL Of Public Morks N}Nr PNn:N.cr ta,NFG-85-063 aNNu Sr. .,..ZQD._.11i11, A.yesfug South _._ DAD PNd:Nrf al -_- fNtAst clx�rtf lfD 02-24-86— Renton. _.._-___ ._.__._Washington ___ 98055 NINN 1rtMl Atln fl1Y SIAfI %111 911 cif Miff hilt A14VOVAL DAIl. k7=jR-A4§ 1 herra,y rirrl are that 1 Am file pl"Je•rt englnrer of flit, aboar Idenllfled project and that Bald pr"A"et was n•a lewrd an,} observed f•y me or m aulhortrrd avtarnnrr• plan .Uro1'm.`d In tln• Ibpdrtmvnl of agril In eri,,,t. tie with a IplailYy aas Ia 1•.., ho wl ,.f mI 4ro.At r n. 1 furl her drrl•ur• 11yµ*09 Jr�ru1trl r.%V•• am., Irdnfmat ino roost nlrle•d .nut Ctmitrlrllyl►r� , ,Jr{Cg X4 11,. pine•. r•I .In^fll.-Il inns and m.11nr Than r otdrrs allruvrd by ihr I�l•f41r Etelb• and d5 •hnnu aiI Ihr a., .• g 11 PIdPA. Ill . 5 r • . ".\, 9) Signalm e• of Ixslelllal Cngln"er Datr—• ~ �6'•� n�'• 0� rGIG SSlonntF' 10 V Al 1411) �•,���•�- NA51lilff,(OII SIAff FnCitA IN ('Ir•a•.r• rrl nrn rvrnolet rd form it, fh" Department of Irolltgy office rherked h,•low. !+Inl her-.1 IlogIonei ellrIre De,pertnw•nl nl I7lPl 7ym:pt L:Ilr,oow.rl rl cntral Ilrylnal orrice lo.dl /l Deparl of Irntglaoe Y West Wa%hiniftnt,Nast.1ugl on 9+SIIA Yakima. Ne%hinwon 9P9U} U Ikn In,ew' line tonal 9frIrC Ilfparlm.•r.l n� I rntnoo ❑ LAslcrn 14"nt of al loq) A Y'Nr Iilli f. Mann• 11.1 . 141, 101 I di frnlrlr prdmo.I.1, Na:h toll nn 7NII�j SvItt Int Indiana Mrnur spnkann, Na sb}nglon 991D7 UI IN parI'"'of of 1c••Ingy _ Ilrar'p,Arters , t4111 ',1rp PY•11 01ImPl•e. Nashllniton 9NYOA ICY twit) Rev. 114 1 ski hit lfl rcjh p1 Till 111111a — r t>itAlA0'.- nrrluule c mow; Y 41 rl ARAI till 11.1 I rot;11t11CI IIWI IN ItAll14 Ill.1.111 hot CutilitiM. I AV it I111 S 111;111111 I+011'.; It. IlPnn ra400•1 lrx., .nNl pr Inc In Iln• tt,r of any l,rnjtv`I or Inrlfnns tiN`rr (, a pMM1•sslonal rnyl urM, rr•gl+l rr•rl In 11•r ',1.d r• nl W.1•.Ll nql nn, :hall rr.mplrlt' .wild 01V. 11,1•, Inlet ,h1'lar Inq Mal IIu• i,rgtrr.l m.r, r ob•d nx l.•d In .x,of darx'r• will, f•LxI: .out ,fnv'111r'.d tail:, ,uM m.+jur i 11.11x1r ut dr'r,, algvuvrJ h) I In Ilr•o.n Im,•xl ill I r nl.xy. I!, 11 , peel.rl IS IuJhu r,vnplr led In p4a,rr1 rlw tl nn•l tune ,1 m.Ip -11,111 he dllarh+vt ,h1.wllxl that p•nlian .,1 Ihr lit,,l."t '"n" r9•. tarn' un ""' isle yhrv, harAl here fdrdne of ,i projrtt al he dr•. I 11.4 a•. 11 I-, nvp11 r1,d. w-1.111 lnbal Ib•rlaral loll fnrms ,,I,• avallal•Ir fr,Ns Ihr IlrlYarlmeot or I rnl,xly offfr,•, 110'.11 hrinx. C. 11-in dl•rlal.dlro, �mr:t I',• sl,xnvl .,v Prr•srntra .Ind shall nul he snNllfD•d In any way. nv" N,r I01111 IM lit I'till ill I honey Creek Sewer Emergency .__-- Power Generator - Portable Trailer Mounted Generator for the Sewer Pump Station .(Ph,0;e_ IVj_ - --- _-- - IIVA 19 bluff _ _City of _Renton, Dept. of Public-Works AbIV PIt11:Wcr rro. WFG-85-063 Viliffi ss -.--. 20Q Mill 11Y.ClIYE. �oUSk! DAft 1111014 111 k4 lr Off _92.19-.$6_. Renton__ ._.._-WashingUn __%QU5 !!IkII III-All Atli) SIA11 LIP 9,f C11 [CAM)" Nr1910VAL DAII: 07-25-86 1 herrly d..,.l•tre It"If I net Ill" ProJ,`r1 erNllnrrr of Ihr ahowr Identffird project and that said prn,l••rl Na•. rv•,Irxrd .Irxi nh:• ri,ed 1•y mr or my Anihnrlmd oy,•nl In arrortlaner will, a yoallty nSGnr.uu'•• pl.u+ .1PVl nr rrl In Ihr• "1411r1mrbf elf lent.nly. i farther drrlary lfi,% 11A xI.h1,:• .pl0i ne1:,•..h..•�l of 1n l,mro, d1 anxd_ Inform.11lon rn„ rbrt,•d and Civet pro,jpry)i r•1 llnn• ro r1 II1'l � nor el lh W. •haws 041 1.... r grndapprbr by fln• a nA pl•Wts. Iy�IVQ'. 4 IEp1,i;\` ` �-Slynal+ne M I,r"41ssilonal lnylnr•er— te---... '� afar �CJ,e•,ry1�.1` its l v.rrI,J SI. . irrldU WA9111N:11W All FIII;IN fR fleas.• let-we rvvmliel r•d form it' The Departri l of lrrintl orrice et"ked b.-lox. J '•r•ut b►r•,I Ilet,lonal ilrlire t� Crairal D,yluftal 0fffee II,,!„Irtmr•nl of f••nlrgl hrparlmrnl of lcoloyy 7,7i 1'Ir•aax.N r1 Lau„ M111 West W.Ish k,gtorr Ill yrlpla• Wnvillrutt nn 7�151Nr Vaklma, Washington 9690) U Ilollhn-At IL•,++t oast brrlre Eastern proloxal Office n,p.Irtmrol n/ 1 vnioyy D.parlm:•nt o! lrnloy) ,7'I0 , ISIIth Asro,nt• ll,l . 140, In) Indlana A,enm• derlmnnd, Wa,hf action ?AtISI Spokane, Washington 99207 l i)ryelrtment Of ll•llogy . llrarynorters 7 hall 'trap 14_11 91)111 Washington 90504 11'Y NM Rev. 1(n 1 01: 11A. 0 1 PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING o 235-2631 O :t MUNICIPAL BUILDING 700 MILL AVE. SO. REN10N, WASH.90055 9Q q P Og4rE0 SEP"EO'e(r. BARBARA Y. SHINFOCH MAYOR March 27, 1986 STATE OF WASHINGTON Department of Ecology Mail Stop PV-11 Olympia, Washington 98504 Attention: S. K. Chung Subject: Honey Creek Sewer Grant / WFG-25-063 Dear Mr. Chung: Please find attached two signed Appendix C - Declaration of Construction forms for the close out on these two phases: Phase III - Kennydale Sewer Upsizing Phase IV - Emergency Power Generator Previously I have supplied an Appendix C form fur Phase I , Schedule A and B - Pump Station Force Main. Two other phases are nearing completion and I will close these projects uut next month: Phase I Schedule C and D - Pump Station Phase 11 - Canyon Interceptor Gravity Sewer Thank you. Very truly yours, Robert E. Bergstrom, P.E. Engineering Supervisor :mf Attachments t>ilAtl4►}n e t AVIII lilt IA C ,y Ill II Ali AI ION 14 0t I111 A'11 Ill 1 I11 WAIL It 19N.l.I II 1014 CINIINlk IAu II II IIS 1NS111111 1 IIINS: A, Ilpn,, "Ion.,'.1 Ion, &•d prinr I., Ihr tour Of an) prn.110,I or Itort Inns Ihrr.•nr, d pro rrY\Iuoal roglnver, r.vll atrn•d It, Ilu• to ov .tl W'AshlAop nn, •.h.'II ,vmepll•14- •11n1 1141', Ihlt, folio it,rlarlon that Ihe• projw•1 w•1\ .tttl•.1 roof rd In .1..of dmwo- *lilt plans and slwrl l leal tool$, folio major rllan.Ir tndrfs, „pprov4l by I he, IIrp.Irlo.W ut I,olOnt. It. II •1 prr.l,•rl Is h.•hnt "et,IIII•IIVI 111 Ithawd rninliom•l1nn, •I mile !d1.111 ttr .dlarhrd sbutrlteq that letter tool , two let,.I...1 b.•Lel declarrd oft Ihr date glvru h,•Iow, larh phase. or a projmlt most be drrl n'rd aY 11 1•, 're"tltet..4. •WAltlonal drelarallon forms .,rr a,altablo• from the Deparlmenl or I roll nqy of f Iro•9 IIYlrti fit-InO. C. Ibis drelarallwl so51 hr signed as presented and shall not he m,dlflyd In Any WJy. 11411 AIWI 101It1 IN SI If I I,11101 IN 1YIn.b('1 _Kongy_Sj*e10_ 1kw_ers. Phase, III:_ Exi stipQ,--- Kennydale .Sewe.r Upsi.zina..___ NAM to nettle _ City Q(_RgPtQn,..DgPt. of Public Works Wu(a reo;x.cr to).WFG-85-063 NANII !s Mill. DAI1 1410:11 CT Iel - ZOOINIASI (l III ILI) 02-24.86_ Renton_ _ -_-_• ...._._NA.ski 9ton�_.._98055 Wlko lit AN Atli) f111 S1All /IP SI'I(I It ICAT 1014 APITMAL DAR 0I-I -85_ 1 hvoo,y o,•rl Are Ihal I .Im Ihr pto•jrrl englnrer of Or abotr Ierntiflnl project and that said prn1••1•t waY rr,lowrd nn•1 nbsnnrd 1y me Or my authorlrrd agrnl in at•rordaore will, a quality AW11 Atlrr lot an .11,111 n,"d b\ IIw If. p.lrl ment of frol o,l}. 1 furtl,rr drrlarr 11YK,•Nld.pprojmI A"% Io it... wo;I of m. 4mnlydq.• and Information ron\trtlrlrll and comlp let, n a�Ijt.ytdilneF with 11.. p1.1ra .1••1 •,pr •I11••It lams And m.tlor change orders approved by Ihr �Nr 4Cttal")' and at, -howls feet ttw r;.,A l'., ".l. lnilll" plans. 5,�, .�,• �Stiletto • W 11 fessional fngi nt•er Date } it r�1S \, FSSIOI f AC tit At rIWO WASH111WINI STATE MIIAfq 1't,•d•a• rrinru lrrnttita rJ form le 111r Ih•partim• 1. of Ir1t111gy office rfu•rkr•t1 1e19w. Ij !nut her Yt urglnrAt ill fire (� Crnlral Itrglnnal Offlce Ito larlwwstl. ul 1 rn4,h Ilepartoent of I rnlogy Ult-.11t0.11e1 LAon 116111 Well W.rshtngtmt 1{I ynq,l a. NaY1.Innl nn 97)1M Yakima, Washingloo 9a901 I..i IIn,IhweV Iir,))I OOAi 9rflT Lasturn llvolonal Offlre 11.parfm.,,A of (r01•w, Ih•parloernt of rrotefgy of, - ISgl 1, A,Vow Il.l . la\t Iqi Indiana Atenut• 14,srnnf, NA•.hlemtlle, ^tltlsj Spokane, Washington "tO? I(1 h.•paet"e•nt Of Ic^lolly - ll-,.Wtoartrr\ hall Mop 1116.11 nl)mpla, Washlnllnn 98411.1 try till•)-:•lhl.l) hrv. I/'t 1 . r '114 lh eqtr III — ' u.'(k111t1N'Ilt t>f 1 i1i141}n' �': . nPPllrola r ". r, 1110 ANAI pMI IN 1!gr:IN1I(I IINI IN WARN 1M)tt111IINI ClXIIif(pe. IA(11 (I115 IN57tlth I Ilgr.: A. reoll rvm..I Ihmp .rul prior In Ux• q••r e! an) Pt-0 rr1 or lust Inns Ihl•rrnf, 1 for fr. . n•gl'.l rt rle In 11•.• •.1 air nl Nash l.mp orq •J.a1 neer 1 r.mrp l.•Ir arol tlgn Il.r•, lolm d•r Id111xls1 Aal Icon ll lmeq j,rl mat ,.or.l r,x l.v1 le .x.o,d•em,• •Ith pl•mis .mile stmv,If I.•.111 nx•., mml m'.101 rhax.p• xl Jrrs, atglnlvwl bl 16r• Ilr•n•e Im.•el of I•nl,•nl, N. It . ptrl.rl Is hrinn r•my,If I A In plrarrd remnl,Yn`I Imt%, .1 .m.q, sh.oll br .0I ar•1:1•11 tle.ml rill Nrat pnlllmt nr Ihr pr„I,.el Lr Lml dr. I or, I no It". Aale glom hrl em. Iarh phase et n projeo,t most hr off., it a-, 11 1•. •�1.y11 rt•vf. \dots Iondl dry 1oral,lml forms ..1r at at lal.l r• Irani file Urpartarrnt of I""ImeY errlres II••l rvl Io•1on. C. 11•It rh•r l al al in,. .m,tl hr -.Igm•J . A pre sent vol and shall nn, hr m1M1 rI,•d In ally •aY• "VII VN• Ix•"1 `" "" '"'u' '" ''"' ° " Honey Creek Sewer Emergency. _ Power Generator - Portable Trailer Mounted Generator for the Sewer Pump Statiun P - -- -_ -- HVII 0" oenln City of Renton,_Dep_t. of Public_-Works N1N4 Pltlgl.cl 110. WFG-85-063 tnnm 200 Mill -Avenue_$oW__— DAlf Iw(;M r7 Dee - INASt llllp•l1 it1) _02-19-8G-• _. Renton.--- _. - Washing"n ______961155 --- NIKN III All Atm rl ll SU11 !IP SPI('If ICAI IINt N9g10VA1. DAlt. 071. 5- 8_ I hr•r,•1•Y d."•lair Iha/ ( am tlm' plgh'rt eoglnrtr of Ihr abo%r Idt-nil d pfe)rrl and lhal salt prn.I••••t mat r••r lrnr.l .unl ehv'nrd 1•Y mr or nY anlhnrltoo ,xPo.l In .k•enrd.mrr •1110 a quality •rs;nr•uu• PI•xl opal or•rl In Ill.- Ih'p.lrlmr•nl or Irmllmo, 1 h411.rr d,rlarr Ili, Ile pfoJrrl sn 1., !,.• b••vl .f xl 1,m.�lr"iqr dn•: 114, rural lon rvnsl n,rl••rl .once c.mrt Ux• phv r•1 .1•,• t t i, .!1•.n•. .nx, m.l,ler rhangr orders opprorevl hl felt Imrr�•+t1rrp(r�,fit or �#mr gltf, 'e ,r�trn.n nn •'m ..,a„ ".1•. h.1111" pl•n's• �� ` ! .:Qxt,v.�ll) and If --41,Ir1atutr rf 1'r1 rss lnoal Inge m•r1 _"' __—. �, Date it i .•? o °e 41 f^+rsv'S� ry y N��t,y;eil�iq Il ,,.,,�-�-�•� ��w-�� ^� it. it "!;'All ItN.IMeN htl',1V' Fetter" .'..mftll•1 r,1 farm 11) the- 0r•p,tr1mr•n1 or It•rlu qy office rhrrk••d brills, i.j '"nphr,•U Deglnnal arrive U C.•nlral Iliglnn.11 Ilffler Ih•txvlm,md or f rnlr' 11p1 mr 7:7; IVre.anl.•r 1—uov oarlrl or trot y l6 Ill ysry.l n, t,irh M1xd ml 7�lSIM Nl Writ N',1sh111gtom Yakima, Nasf,11M o 91190) U (kglhar•s, IIe. IO,.aI olf lire taslrrn Nn D•t arthl•nt ,of I rnlo.7> D• nr plena) Office A 11u limb Arnwr lt,f, 1' Into! o_ nl A%e> d,•Immxl, Nathingt rn ^M11? fan!. Irtf IncilioWashing At e,me Spokane, Washington 99207 yle IA•parl mroot of Irolotly Ih•,rtgoar h•rs 7 Nall •.lrp PL11 !Ilymp Lt, Nashlro,llnn 985M try Ilpr, t(n l ya a ANDREA NATTY RMER V• .a+" L STATE Of WA4iIN(J( N DEPARTMENT OF ECOLOGY DEC 2 3 M i Stop VV-ll • Oh nym L%^hingwn l l • (.ab) 459-6(0) December 19, 1985 Mr. Robert Bergstrom Public Works Department 200 Mill Avenue South Renton, Washington 98055 Dear Mr. Berystrom: Subject: Honey Creek Sewer Froject Grant No. WFG 85-•063 As we discussed, after reviewing your grant, we have dete ,mined that the City of Renton is entitled to additional funds for construction. As I detailed in my letter to you of September 30, 1985, eligible costs are limited to 110 percent of the estimated bid construction. Your current grant total was based on the original amount applied for, which included engineering design costs. Design began before the grant was issued; '.herefore, the grant was made for construction and inspection services only. The miney requested for design (Step II) was applied toward construction costs. However, when the change was made, the acdi'.ional 10 percent allowance for bid overruns was not included in the Department's share. We are increasing your grant amount from $398,620 to $437,731. This is determined as follows: $797.256 Total Eligible Cost (from grant application) less - 15,200 Inspection Fee $7$L,W Total Estimated Bid Construction x 110% M-1'2u Total Eligible Construction Cost + 15,200 Eligible Inspection Fee TuT -. 6'f Total Eligible Cost x 50% Grant Percentage $437,731 Department of Ecology Share I have enclosed a revised APPENDIX A, Budget Information, which includes the increased grant amount and reflects all the eligible costs. Please attach this revision to your grant contract, and refer to these figures when you prepare your requests for reimbursement. If you have any questions, please call me at (206) 459-6102. ✓Rosemary L./Walrod Contract Officer Municipal Division RLW:sbh 004/k17 Enclosure cc: Fiscal Office, Department of Ecology Grant file APPENDIX A Budget Information City of Renton Honey Creek Interceptor WFG 85-063 MAJOR PROJECT ELEMENTS Total Step IIT Total Eligible Construction Cost Cost I . Inspection Fee 8 15,200 $ 15,200 $ 15,200 2. Phase I Construction (100% eligible) Schedule A - Force Main (Less ineligible items) 94,861 Schedule C - Pump Station 95,000 Schedule O - Power Supply 79,295 Change Orders 5% 13,458 Sales tax 8. 1% 22,892 Subtotal $ 305,506 $ 305,506 $ 305,506 3. Phase II Construction $ 519,353 (84% eligible) 5300 L.F. of 12" line, appurtenances, restoration, (less ineligible items) Change Orders 5% 25,968 Sales tax 8. 1% 44,171 Subtotal $ 589,492 $ 589,492 $ 495,173 4. Phase III Construction Downstream gravity line „ovements $ 342,465 Change Orders 5% 17,123 Sales Tax 8. 1% 291127 Subtotal $ 388,715 $ 388,715 $ 301,106 5. Emergency Power Generator $ 59,600 (Item B's 1 d 3) Change Orders 5% 2,980 Sales Tax 8. 1% _ 5,069 Subtotal $ 67,649 $ 67,649 $ 67,649 Total Project Cost $1,366,562 Total Eligible Cost $1,184.634 Grantee Share $ 928,831 Department of Ecology Share $ 437,731 A - 4 Revised 12/19/85 003/N17 a ' AM WA RAM NIWhEN STATF Of WA-SHINGTENV DEPARTMENT OF ECOLOGY Mad Stop PV-II • (Anna. WaJanp{ton 485(4-817It • (1(X,I 459-6000 SeptemWr 30, 1985 Mr. Robert Bergstrom Public Works Department 200 Mill Avenue South Renton, Washington 98055 Dear Mr. Bergstrom: Honey Creek Sewer Project Grant / WFG 85-063 EMERGENCY POWER GENERATOR Thank you for your letters of September 12 and September 16, 1985 regarding an increase to the City of Renton grant to cover the cost of the stand-b% electric generator unit for the Devil 's Elbow Pump Station. We appreciate your concern that this unit is being required with no funds provided for it in the grant contract. Unfortunately, we cannot increase your grant to cover this cost despite the fact that emergency power must be made avail- able for this facility so that state criteria for construction of wastewater facilities are met. According to the Referendum 39 Guidelines and the city's grant contract, eligible costs are limited to a maximum of 110 percent of the estimated bid construction. The amount of the grant is based on the engineer's estimate as expressed in the grant application. The grantee is responsible for any costs in excess of this amount. If the actual construction bids for the project had been lower than the estimated bid, and funds were remaining in the grant, the unallocated monies could have been applied to the cost of the generator. Sincer* Y,yours, t>-Jfri7,� l�6-fit`r�/ Rosemary L. WaTrod Contract Officer Municipal Division RLW:sbh 0421012 cc: Grant file OF RFC ,} PUBLIC WORKS DEPARTMENT z DESIGN/UTILITY ENGINEERING ! 235-2631 MUNICIPAL BUILDIN:. 200 MILL AVE. SO. RENTON, WASH. 98055 9,0 0, O�9rFo SEPtE�eEP BARBARA Y. SHINPOCH MAYOR September 12, 1985 Washington State Department of Ecology Mail Stop PR-11 Olympia, Was :ington 98504 ATTENTION: Ed O'Brien SUBJECT: HONEY CREEK SEWER EMERGENCY POKER III Dear Ed: Please find attached .he signed contract for the last phase of work for the City of Renton Portable Engine 9enorator Set. In addition to this submittal I am requesting that the grant amount be I increased to accommodate this extra project work required by your office, Our presen+ grant amount is $396,000.00 and the eligible project ele- Tents, item !1 and 03 amount to $61 ,600.00. 1 would propose the 507E grant be increased to $426.800.00. Thank you. Sincerely, Bob Borgstro`m Engineering Supervisor BB: cc Attachment CITY OF RENTON SCHEDULE OF PRICES ENGINE. GENERATOR SET JULY, 1985 SCHEDULE OF PRICES PORTABLE ENGINE GENERATOR SET WATER PROJECT NO. 815 (NOTE: IINIT PRICES FOR ALL ITEMS, ALL EXTENSIONS AND TOTAL AMOUNT OF BID MAST BE SHOWN. SHOW UNIT PRICES IN BOTH WORDS AND FIGURES, AND WHERE CONFLICTS OCCUR, THE WRITTEN OR TYPED WORDS SHALL PREVAIL .) ---AP ROXIMATE ITEM QUANTITY DESCRIPTION UNIT PRICE TOTAL PRICE x 1. IJIMP SUM 125 KW POPTARLF TRAILER s� E MOUNTED EMERGENCY GENERATOR SET ¢L COMPLETE1 �(CATERPILLAR NO. 3208T) ' rWORDS `�\ _��.. } �JG •\�.�'J�144 C�ll\u15�� V 2. LUMP SUM ELECTRICAL MODIFICATIONS AT s s LZ Cu HIGHLANDS`POMP STATION �uo iv (WORDS,` 3. LUMP SUM SITE IMPRO'iEMENTS AND E-G SET $ s l c1,4o BUILDING AT HIGHLANDS PUMP STATION ' s �11vi�y1� � NWb(Lt�,�� 114,c�1tZ1\ (WORDS) SUBTOTAL E �� - e SALES TAX (8.15) E3 m ' TOTAL tiou'RUS) 4 9C3 ' SCHEDULE OF PRICES - I Mavor's Office CiTV OF RENTON idate) INTERDEPARTMENTALLR�ROOUTTING SLIP C Ire rred tot S Ire erred tyl _ Please prepare reply for the Mayor s siqnature on Mayor's office stationery. Please reply to the attached letter for the Mayor, showing a copy to the Mayor. Please supply me with the facts involved in the attached letter __._Forwarded for your information, please return. i --Forwarded for your informat ion •and. fillets. �(( rfAuk •• • dirtit Flo liter U 'Action requested no later than (` -• _ AN1*1A W{11) RINIKIR 7r 985 STATE OF WASHINCTON ! CITY (V t1C u,UN DEPARTMENT OF ECOLOGY ttt/qY _R' OFF,C Mad Stop PV•I • Ofynpw. WashuWlon W RU-B'I 1 • (206) 459.6MIX September 5, 1985 The Honorable Barbara Shinpoch Mayor, City of Renton 200 Mill Avenue South Renton, Washington 98055 Dear Mayor Shinpoch: I have reviewed the 50 percent draft of the Devil's Elbow Pump Station 0&M Manual and have the following comments: 1) Ensure all diagrams, figures, drawings and tables are included in the 90 percent draft of the 0&M manual. 2) Please ensure that the 0&M manual is adequately proofread for typos in the next drat. If you have any questions or comments, please call me at (206) 459-6093. Regards, A Al Bolinger O&M Specialist Municipal Division AB:lm cc: Rosemary Walrod, WDOE Gary Brugger, NWRO/WDOE � 8387819 KING CONSTRUCTION COMPANY 4734 S.W. 312th PL. FEDERAL WAY,WASHINGTON 98003 Cont, Lic.No,k'-NG CC.'209PN ATE PROJECT NO. �c�,vty L.y-I< �C �'�•b:� 3 `fJ�'� �3 P+•�STr'v w� SUBJECT ^^f1 /9Pn te" G✓i9 Cye4'OS S �Fctod / /MCu✓-p 4 u � Y1'1.0 �, 'I k �,,, )ter r rn•-1�P �hSusfi &.50 000 JL4- / 961 0 o c &j Qc 4t ; w i / r /�f++ct ell AV 1 „ c /«„/,f 6t rG ,. y �.f � uJ U7, U'el'riS ,S' C lrY ptn 4 j}} � wit informal lutterhrmt wilt cA i,plo1 In tw n hnndwritwl torn nt .nrnunu�n Pnn Ihx1 will hnthv 'rva" m03mw 31"o and mdn • I i mmummemmmum 0 EMMINNONNE ■■ �i =��i���NOON Boom mom 0 i�i � m■■iiii i si' MIEN�=�iii�� iiii= ii�'Gi r AMMEA 9EATT1 RMR,ER y ' Llreatw +� STATE CR WASHIWTtxv DEPARTMENT OF ECOLOGY 51dd >f<K> !'l l l s !*"VHd, 66d,tongton 5WS(4-8711 • (1(M) •1�46(XX1 August 9, 1985 Mr. Robert Bergstrom Public Works Department 200 Mill Avenue Renton, Washington 98055 , yin , •, nn Dear Bob: � Honey Creek Sewer Project WFG 85-063 !tequest for keimbursement I have reviewed your request for reimbursement, and find I cannot certify it for payment without the following additions: 1. In accordance with Appendix 8 of the City's grant contract, the payment request voucher must be certified by the CONTRACTOR/GRANTEE. Form A19-X has a certifica- tion provision which must be signed by the CONTRAC- TOR/GRANTEE or its authorized representative before payment will be allowed. 2. Supporting documentation showing da'es covered, and providing a brief explanation of the charges should be submitted. Copies of invoices for engineering services, the engineer's periodical estimate and/or statement of construction achieved are the types of documentation which we expect to receive to establish grant eligibility. Please review Appendix B of the grant contract and Chapter 6 of the "Finan- cial Guidelines for Grants Management' booklet which 1 sent you in March for further guidance is submitting your reimbursement request. I am returning your invoice voucher to you for signature by Mayor Shinpoch or the officially designated signatory. Please call me if you have questions. ncerel yours, Rose . alrod Contract Officer Municipal Division RLW:sbh 074/M8 Enclosure cc: Grant file ANDREA NAM RIMER Ira for STATE OE WASHINCTO N DEPARTMENT OF ECOLOGY Mad stop Pt-II • 01y npw. t%ashinglon 'Ad 504,8711 • (206) 459w 10 August 6, 1985 Mr. Robert Bergstrom Renton Public Works Dept. 200 Mill Avenue South Renton, Washington 98055 Dear Bob: Honey Creek Sewer Pro4ect Phase III Bid Award Approval We have reviewed the results of the bidding and concur in the award of the contract to King Construction Co. for $342,465.20. Based on the letter to you from Chris Haynes on July 10, 085 describing the eligible, partially eligible and non-eligible items, and within the limits of your grant award, eligibility is as follows: Schedule A - $190,846.45 Eligible B - 12,769.00 Eligible C - 39,066.51 Eligible D - 22,594.00 Eligible TOTAL t265,275.96 Depending on final quantity adjustments this amount may chrnge; however I have revised APPENDIX A - Budget Information based on this fig : . The revised APPENDIX A is enclosed for attachment to your grant. Please let me know when the preconstruction conference is scheduled. 17ly yours, /'V Rosemary L. Walrod Contract Officer Municipal Division ryr G^r of flWibna*n ,WA 051/M8h Enclosure J cc: Fred Kern; H,C,W-L AUG 7 15Q S. K. Chung, WDOE Grant file APPENDIX A Budget Information City of Renton Honey Creek Interceptor KAJOR PROJECT ELEMENTS Total Step III Total Eligible Construction Cost Cost Inspection Fee $ 15,200 $ 15,200 $ 15,200 Z. Construction (100% eligible) Schedule A - Force Main (Less ineligible items) 94,861 Schedule C - Pump Station 95,OOC Schedule D - Power Supply 79,295 Charge Orders 5% 13,458 Sales tax 8. 1% 22,892 Subtotal $ 305,506 $ 305,506 $ 305,506 3. Phase II Construction $ 519,353 5300 L.F. of 12" line, appurtenances, restoration, (less ineligible items) (84% eligible) Change Orders 5% 25,968 Sales tax 8. 1% 44,171 Subtotal $ 589,492 E 589,492 $ 495,173 4. Phase III Construction Downstream gravity line improvements $ 342,465 Change Orders 5% 17,123 Sales Tax 8. 1% 29,127 Subtotal $ 388,715 $ 388,715 $ 301,106 Total Project Cost $1,298,913 *Total Eligible Cost $ 791,256 Grantee Share $ 900,293 *Department of Ecology Share $ 398,620 *This represents a maximum amount based on grant application A - 4 Revised 8/2/85 0021#6 J `� PUBLIC WORKS DEPAkTMEN P. DESIGN/UTILITY ENGINEtHINu 40 2L,ji 2 !:� k MUNICIPAL BUILDING 200 MILL AVE.SO. hLh tyN,WASH.99055 �94 q HgTfn SFC`f�Q BARBARA Y. S14INPOCH July 26, 1985 MAYOR Ms. Rosemary Walrnd Washington State Dept. of Ecology Mail Stop PV-11 Olympia WA 98504 Subjectt Honey Creek Sewer Interceptor Dear Rosemary; Please find attached ou, bid results for the Honey Creek Sewer Emergency Power Generator. The recommerded low bidder is Puget Constructors at $73,291 .80. I hacr nttnched copies of the bid bond, proposal, advertisements, and bid summary. I request your approval on award to Puget Constuctors. Tha•,k you. Very truly yours, Robert E. Bergstrom, P.E. Sup6rvisoring Engineer :ckd Attachments 4 ± Y �I fi:p anrx PP ? { NM1011,IN AN(MFA BE.ATiV HMMEHDwww STATE EN WASHNGTON DEPARTMENT OF ECOLOGY hfad Vow rl-I I • Ub nria, Wash#wlm '185W-BT)I • 12A5) 459.6" J U L 2. 9 l9� July 25, 1985 Mr. Robert Bergstrom Public Works Department 200 Mill Avenue South Renton, Washington 98055 Dear Bob: Honey Creek Sewer Project; MFG BE 963 Authorization to Solicit Bids for Portable Generator This letter serves as written confirmation of verbal authorization to adver- tise and to open bids for the portable generator for the Devil 's Elbow Lift Station. The award of this contract should not be made nor should all bids be rejected without authorization to do so from this Department. After bids have been opened and you have determined the fow responsive, responsible bidder, please send me your recommended selection for bid award and two copies of the following items: 1. Certified tabulation of all bids received. 2. Proposed form and bonds from the successful bidder. 3. Proof of rdvertising, indicating the circulation dates and time fnr receipt of bids, 4. Any addenda issued during the bidding period and acknowledgement of its receipt by the successful bidder. Please -.r" ne if you nave any questions at 459-6102. Syrtcerel y 7aillX�ily(7 Rosemary L./Walrod Contract Cfficer Municipal Livision RLW:Sbh 025/N8 cc: Fred Kern, H,C,W-L Ed O'Brien, WDOE S. K. Chung, WDOE Grant Vle w 4 nu r, 3 ANDI MA BE AkTTY RMER EMentN ,n wc� STATE Of WASMNGTON DEPARTMENT OF ECOLOGY Mail Stop VV-11 a (kvmpia. tVjv'Wton AY504-6-11 • f-Vbj 45966UG July 25, 1985 Mr. Robert Bergstrom Dept. of Public Works 200 Mill Ave. South Penton, WA 98055 Lear Mr. Bergstrom: Wastewater Facility Improvements Honey Creek - Phase I On behalf of the Department of Ecology, the following change order has been reviewed and is hereby approved eligible for grant participation: R. L. Alia Co. Change Order No. 1 for $500 increase Copies have been stamped with our ap,,ro-al and are being returned to you. Please incorporate these changes in the appropriate plans, speci- fications, or contract documents, and have copies available (or our representative's use during field inspections. I i f you have any questions, please contact me at (206) 459-6102. i P ly, Rosemary L. Walrud Contract Officer Municipal Division RLW:sc Enclosure cc: S. K. Chung, WDOE ( C:A.t a■nn.M1 Frederick Kern, Hammond, Collier & Wade-Livingstone Grant File Auc V 1 1985 CONTRACT CHANGE ORDER No. _ DATE: PROJECT: JOB NO. JOB LOCATION: OWNER; TO: ( ontractor}—= . CC: (Surety) f-_ -- YOU ARE HEREBY INSTRUCTED TO: ❑Make Changes in plans and specifications [] Execute work as noted below as rioted below ❑ Delete work as noted below Perform extra work as noted below Q Restore areas as noted below DESCRIPTION AND OR SKETCH OTY UNILa UNIT PRICE I TOTAL MwlrE*lEc/TrtiG. 7N,euST ^�AC'..Ce, 4 7-fI N R 0 V ) P �O L 7/r DAT: CONSTRUCTION r11GI T SECTION IFOR THE ABOVE DESCRIBED WORK: Submit lump sum cost b (increase, decrease) ❑ Submit unit price ❑ Record and submit force account cost per _specifications ❑ Same unit prices as bid ❑No change in contract price CON❑TR CT COMPLETION T.ME: ❑ Same ❑_ r^ (increase, decrease) calendar days PROCEED WITH WORK: [) Immediately ❑After receiving owner's approval 0 At your convenience Recommended by (Engineer <'.f r.�rc . . _. Date Approved By (Owner) _ �—Date_ L �� Agreed to by (Contractor , . ¢• ._.. . Date HAMMOND, CL IF,.F� $r�YV�4E �IVINGSTONE �.� AS' dd,ATES, 1NC. CONSULTING ENGINEERS ,OIO VON, M,♦ N 01N111, M1NO+NY.On y0, � 1„10�10 APPENDIX A Budget Information City of Renton Honey Creek Interceptor MAJOR PROJECT ELEMENTS Step III Total Total Eligible Construction Cost Cost 1. Inspection Fee $15,200 $15,200 $15,200 2. Construction (100% eligible) (� Schedule A - Force Main (Less ineiiglble Stems) c o s Schedule C - Puml,,btation �L Schedule D - Poser Supply 79,295 Change Orders 52 Sales tax 8. 1% 22.g9z Subtotal $305,506 $305,506 $305,506 fain. Estimated Bid Construction 5300 L.F. of 12" line, plus appurtenances, restoration, etc. (84% eligible) $479,200 To Be Determined rk ,.t Downstream gravity line Improvements $107,500 ()kc0Y ly n, , ;z.._ *. 1O1 Contingency $ 58,670 Subtotal $645,370 $645.310 Total Project Cost ;,950,876 Total Eligible Cost 797,256 Grantee Share 552.256 *Department of Ecology Share 398,620 *This represents a maximum amount based on grant application A - 4 } AM)RfA BEAT" RINIAtR lMw Iw o nn 1,TATf C% WA INGTON DEPARTMENT OF ECOLOGY Mar! .Stop PV-t 1 • c 6 mWia. WashffWfm 49504-87I) • (:Lib) 4544,LW July 24, 1985 Mr. Robert Bergstrom, P.E. City Engineer City of Renton 200 Mill Avenue South Renton, WA 98055 Dear Mr. Bergstrom: Devil's Elbow Pump Station Generator WFG 85-063 The plans and specifications for the abvve-referenced project have been reviewed. This project consists of purchase and installation of a portable generator set at the Highlands Water Booster Pump Station. In accordance with RCW 90.48. 110 and Chapter 173-240 WAC and on behalf of the Department of Ecology, the plans and specifications are hereby approved. This approval shall not relieve the owners of this facility from any responsibilities cr liabilities as a result of noncompliance during con- struction or in operation of facilities approved herein. One set of the approved documents is being returned for your project records. This approval does not authorize you to proceed with adver- tisement for bids or any other Step 3 type activity. A separate autho- rization letter will be sent to you at the appropriate time notifying you of the procedures to follow. If you have any questions, please call Ed O'Brien at (206) 459-6089 or me. Sincerely1IAA"pp Chris Hayna X. P.E. , Supervisor Facility Planning & Design Section Municipal Division Enclosure cc: Dan Ervin, RH2 Engineering WDOE Regional Office - Gary Brugger, HWRO FPD Eug. Grant File - Rosemary Walrod n ANDREA BEATTY RMRER ' IArnln, ; STATE Ef WASHINCT(NJ DEPARTMENT OF ECOLOGY Mad 5tnp PV•t 1 . ()h ffV,a, N asNngton 98504-8'11 • IXM,1 4596wo July 12, 1985 Woo �—Ev —,z Mr. Robert Bergstrom Department of Public Storks 200 Mill Ave. S. Renton, Washington 98055 Dear Bob: JUL 1 5 1_�3 Honey Creek Interceptor Project Phase III - WFG 85-063 Plans and specifications for Phase III of the Honey Creek Project have been approved by Chris Haynes. You are hereby authorized to advertise for and to open bids for construction of this project phase. The constru. - tion of this project contract should not be awarded until you receive appro- val to do so from the Department of Ecology, nor should all bids be rejected without prior approval . After bids have been opened and you have determined the low responsive, responsible bidder, please send me your recommended selection for bid award and two copies of the following items: 1. Certified tabulation of all bids received. 2. Proposed farm and bonds from the successful bidder. 3. Proof of advertising, indicating the circulation dates and time for receipt of bids. 4. Any addenda issued during the bidding period and acknowledgement of its receipt by the successful bidder, This project is 84% eligible except for those items detailed in Chris A. Haynes' letter to you of July 10, 1985. Please call (i,e if you have any questions at 459-6102. S.tirtCersly yours, Rosemary L. Walrod Contract Officer Minicipal Division RLW:sbh 051/N7 cc: Fred Kern, H,C,W-L Grant file 1916 B., 8916-Gmn,, 1}IF Wmtr �Yy � jj�� r r^ II,, r /- ell 1 2 3 d 5 6 7 r7 WO � -�/3o�Ra" N1 1-7134ic SG1' S s v I Z O lu a 4 4ou -7---' AaE we qa I5t 12 ne 1Y _ ,3 1 / Z 9f I ' _16 ' I lI1 'Ilyt. 17scq �.��. ,y_ _, j I M� � F•.I� _ _ �a I� NI.. . } x7 5 19 Cos 4_ a zo Zi 21 _ _ TOTAL I• I �� _ 9i75 u , a— Gv�S _ 1i71 13j�'y 26 27. z5 7"cr7p-�. I G�54 2e SQWfk -- �} c + �� y�oS ¢a 0 5 F1 it 5 33 32 ti zz6 't4gc4 y c.t &A W 1 3d I' ?K�� 10)SY'.9 3,V F �. 35 I yy t 3Jb 76 f j 38 1° 39 b 90 5/h.t c a 1 it 421 i �` ,y lkrrtta STATE OF WASFYNGTON DEPARTMENT OF ECOLOGY hfall 5trp M-11 • (Wnpm. WastwWton %504-8711 • (2tA) 4594AM July 10, 1985 RD tlVIRD r__ n tr��1ra��.a1 xe�m• rra Mr. Robert. Bergstrom City Engineer City of Renton 200 Mill Avenue South JUL 1 S 1985 Renton, WA 98055 Dear Mr. Bergstrom: Honey Creek Sewer Lr, ese6eF,t Phase 3, Addendum Na,_1 _wFG 95-0f, The plans and specifications for the %hove-refeeetted pi, ect were previously approved on July 9, 1985, Vup Drtlert ion-ia:.n of replacing or paralleling approximately 2863 linen trot of dra% . v .ewer. This proposed modification consists of changes to the bid schedules and other miscellaneous items. In accordance with RCW 90.48. 110 and Chapter 173-240 WAC and on behalf of the Department of Ecology this addendum to the plans and specifica- tions is hereby approved subject to the following conditions: Because your bid schedules have changed, the identification of grant eligibility by bid item in Ed O'Brien's June 21, 1985 letter to you must be revised as follows: Bid Schedule A: Items 1 , 2, 9-16, 18-25 are completely eligible Items 3-7 are 30% eligible Items 8 and 17 are not eligible Bid Schedule B: Items 1, 6, 9-14 are 84% eligible Items 2-5, 7, 8 are 25% eligible Please note that new side sewers and repair of drives, curbs, and sidewalks are not eligible. These were deleted as bid items is revised bid Schedule B. Do not hill the grant for such work. Bid Schedule C: Item 12 is not eligible All other items are 84% eligible wMyL '. Mr. Robert Bergstrom July 10, 1985 Page 2 Bid Schedule D: Item 12 is not eligible All other items are 84% eligible One set of the approved documents is being returned f)r your project records. Please incorporate these approved changes into your previously approved plans and specifications. This approval does not authorize any increase in grant amount to pay for this work. If you hive any questions, please call Ed O'Brien at (206) 459-6089 or me. Sincerely, Chris A.- Facility Planning & Design Section Municipal Division CAH:db Enclosure cc: Fred Kern, H, C-L&W, Inc. WDOE Regional Office - Gary Brugger, NWRO FED Eng. Grant File - Rosemary Walrod AM Mtf A W M 11 RIM,FR '%�,jr',/,•�r� SLATE t8 %VASNINGI NJ UPAKTMLNT OF ECOLOGY %t,d Nry, 11 11 • (N,npra iljShrrgpun WWW4�8711 • (.ybl .LS4(,0(p July 10, 1985 Mr. Robert Bergstrom City Engineer City of Renton 200 Mill Avenue South Renton, WA 98055 Dear Mr. Bergstrom: Honey Creek Sewer Replacement Phase_3, Addendum No. 1. WFG 85-063 The plans and specifications for the above-referenced project were previously approved on July 9, 1985. The project consists of replacing or paralleling approximately 2863 lined feet of gravity sewer. This proposed modification consists of changes to the bid schedules and other miscellaneous items. In accordance with RCM 90.48.110 and Chapter 173-240 WAC and on behalf of the Department of Ecology this addendum to the plans and specifica- tions is hereby approved subject to the following conditions: Because your hid schedules have changed, the identification of grant eligibility by bid item in Ed O'Brien's June 21, 1985 letter to you must be revised as follows: Bid Schedule A: Items 1, 2, 9-16, 18-25 are completely eligible Items 3-7 are 30% eligible 1 Items*and 17 are not eligible Bid Schedule B: Items 1 , 6, 9-14 are 94% eligible Items 2-5, 7, 8 are 25% eligible Please note that new side sewers and ref of drives, curbs, and sidewalks are not eligible. These were u_eted as bid items in revised bid Schedule B. Do .lot bill the grant for such work. Bid Schedule C: Item 12 is not eligible All other items are 94% eligib.e Mr. Robert Bergstrom July 10, 1985 Page 2 Bid Schedule D: Item 12 is not eligible All other items are 84% eligible One art of the approved documents is being returned for your project records. Please incorporate these approved changes into your previously approved plans and specifications. This approval does not authorize any increase in grant amount to pay for this work. If you have any questions, please call Ed O'Brien at (206) 459-6089 or me. Sincerely, Chris A. Haynes, P.E. , Supervisor Facility Planning 5 Design Section Municipal Division CAH:db Enclosure cc: Fred Kern, H, C-LSW, Inc. WDOE Regional Office - Gary Brugger, NWRO FPD Eng. Grant File - Rosemary Walrod „ }! L A"JiFi\ k6\TT1 RINkER .n� > !A'rttw STATE CA WASHIn,,TON DEPARTMENT Of ECOLOGY ,4tai/ 5(W PV•11 • CNy PO. Washington 98504-8:11 1 (206; 459.(0)l July 9, 1985 Mr. Robert Bergstrom City Engineer City of Renton 200 Mill Avenue South 1 Z 1 Renton, WA 98055 JUL Dear Mr. Bergstrom: Honey Creek Sewer Replacement Phase 3. WFG 85-063 The plans and specifications for the above-referenced project have been reviewed. This project consists of replacing or paralleling up to 2863 lined feet of gravity sewer pipe. In accordance with RCW 90.48. 110 and Chapter 173-240 WAC and on behalf of the Department of Ecology, the plans and specifications are hereby approved subject to the following conditions: 1. The City mo accomplish the work in Schedule A prior to start-up of the Devil's Elbow pump station. 2. The City must purchase and install an emergency generator to serve the Devil's Elbow pump station. Prior to start-up of the Devil's Elbow pump station Washington Department of Ecology must receive a statement, signed by tht grant signatory, i.e. , Barbara Shinpoch, that the generator's first priority shall be service to the Devil's Elbow p•,.mp sta:icu. If you have any ouestions, please call Ed O'Brien at '206) 459-6089 or ( III Sincerely, ris A. Haynes, P.E. , Sulfe.rvisor Facility Planning & Design Section Municipal Division CAH:db Enclosure cc: ;red Kern, H, C-W&L, Inc. WDOE Regional Office - Gary Brugger, HWRO FPD Eng. Grant File - Rosemary Walrod , r APPROVED --.Z CITY OF RENTON BID PROPOJAL, PLANS AND SPECIFICATIONS FACILITIES PLANN!N, >3 DESIGN SECTION HONEY CREEK - PHASE III NIUNICiPAL DI"JfS!ON SEWER REPLACEMENT DEPARTMENT OF ECOLOGY SEWER PROJECT NUMBER S - 296 _ ADDENDUM NO. 1 SIG ANAN LURE � - — June 27, 1981; To All Planholders: o City of Rentor call for bids: Bid opening remains 3:00 p.m. , July 2, 1985. u Proposal (21 pages): Use the marked up bid schedule attached for preparation. of proposal ; and, void bid schedule bound with documents. o Special Provisions, Section 2-1.01B, Prequalifrcation of bidders: The following planhulders have provided information which the City of Renton Public Works Department believe satisfies prequalification. o R. L. Alia Company n Frank Culuccir Construction Company o Dyad ConStrUCtil/r Inc. c King Construction Company, Inc. o R. W. Scott Construction o Tri-State Construction 0 Universal Utility Construction Company (Only bids by thcse contractors will be accepted and opened. ) o Technical Provisions Di is III. Per Washington State Department of Ecology. Where _er mains cress sewers and the bottom of the water main is less 3 feet above the crown of the sewer, special sewer pipe construction is required. 62-1 Change paragraphs to read as follows: 62-1 DESCRIPTION Pine layi-rg, jointing, and testing shall accordance with ;ectio , b2 of the Standard Specificeti is specifically mr,dified herein. City of Renton - Addendum No, 1 (Continued) Technical Provisions (Continued) Where sanitary sEwer pipe and side sewers crass above or below a water riain or lateral , and the vertical separat;on between the outside of the pipes is less thar. 36 inches. Special construction shall be required in accordance with detail No. 21, included i.. the back of these specifications. e 100-1 Carrier pipe replaced in casing shall be ductile iron conforming to APWA Division IV Section 72-3.01S, thic• Tess Class 50. i 3 NO OF ADDEI')UM NO: l _ I A o,iended Bid Schedule Attached by;` / (�� Frederick �. Kern, P.E, ; II I W9-J7 �lO SCyEDUGE MILD/F/ED F�ac AD�E�c/L?ly+t�i , PROPOSAL TO THE CITY OF RENTON RENTON, WASHINGTON Gentlemen: The undersigned hereby certif _ that has ex-mincd the site of the proposed work and ha_ read and thoroughly understand_ the plans, specifications and contract governing the work mibraced in this improvement, and the method by which payment will be made for siid work, and hereby propose to undertake and cort1plate the work embraced in this improvement, or as much thereof as can be completed.with the money available, in accordance with the said plans, specifications and contract and the following schedule of rates and prices: (Note: Unit prices for a ` 'tems, all extensions, ind to. l amount of bid should be shown. Show unit prices both in -•-'*ino, and in figures.) Signature Address Names of Members of Partnership: OR ^y�~ Name of PresiL,nf , 'orpuration Name of Secret-ry ..orporation Corporation Organized under the laws of _ With Main Office in State of Washington at P-I Mou/F/ED Ave (q00EAJZ)0A/ 0f1 Honey Creek Sewer Replacement - Phase 3 City of Renton BID SCHEDULE. Schedule "A" - Basic Sewer Replacement Work NOTE: Unit prices for all itens, all extensions, lump sum prices, and the total amount of bic must be shown. Show unit prices in both words and figures; where conflicts occur, acceptance will be made in accordance with Section 2-1 .06 of these Specifications. ITEM BID ITEM APPROX. U`!IT TOTAL WITH UNIT BID PRICE QUANTITY PRICE AMOUNT N0. (To be Written in Words) 8 UNITS _ 1. Mobilization Lume Sum — Dollars Ur tt Pnce ininbr� sT 2. Sawcct Pavements of all 1280 j S Types and Thickness LF — -- - I Dollars Unit rice to '^�rds 3. onrion Excavation for j — Street Paving Replacement rY — — - - ( Includes Pavement Removal ) Dollars Unit Price to Words 4. Subgrade Preparation for -318< j j Street Paving Replacement Sy Dollars nit rice ur Wordsr f'2 Honey Creek Sewer Repla ement - Phase City of Renton 810 SCHEOILE CONTINUED Schedule "A" - Basic Sewer Replacement Work ITEM BID ITEM APPROX. UNIT TOTAL WITH UNIT BID PRICE QUANTITY PRICE AMOUNT NO. (7o he Written in Wards) 8 UNITS 5. Asphalt Concrete for Full Width 740 g g Street Paving Replacement Tons Dollars Untt . rt�_� �rds 6. Crushed Surfacing 1152 < 5 (For Trench Patch and Full Ton Width Paving) Dollars Unit Prtce to Words, 7. Temporary Cold Patch 300 5 S S.Y. Dollars I Um t rt ce t n'Words 8. Cement Concrete "avement B S i Patch for Drives, Curbs S.Y. --and Sidewalks 6' Depth) Dollars Unitt Prt ce in Wor s P3 Honey Creek Sewer Replacement - Phase 3 City of Renton BID SCHEDULE CONTINUED Schedule "A" - Basic Sewer Replacement Wore ITEM BID ITEM APPROX. UNI1 TOTAL N0. WITH UNIT BID PRICE QUANTITY PRICE AMOUNT WITH be Written in Words & UNITS 9• Asphalt Concrete Pavement 165 S $ Patch (For Trench Areus) Tor ' I Dollars m t rice to ords� 10. Monument 5 5 $ EA — -- Dollars (Unit Price in Wcrds 11, Bedding Material , (Pea Gravel ) 870 S S Ton Dollars Unit Pricein Wo�rdsT 12, Bank Run Gravel Class B For 6645 S S ch and Bank Gravel Class A Tons - Street Sub-base. Dollars Unit r1Ce In a'or s, 13. Foundation Material 50 S S Ton ---- Dollars Untt�Frtc' ein Guards P--4 Honey Creek Sewer Replacement - Phase 3 City of Renton BID SCHEDULE CONTINUED Schedule "A" - Basic Sewer Replacement Work ITEM BID ITEM APPROX. UNIT TOTAL WITH UNIT BID PRICE QUANTITY PRICE AMOUNT NO. (To he Written in Words) 8 UNITS _ 14. 12" Gravity Sewer R.-olccement 1583 S Including Removal of Old Pipp LF � Dollars Umt rice to Nor s 15. 12" Gravity Sewer in New 115 5 S I Location LF I Dollars Unit Price in Words, j _ I 16. Existing Side Sewer Old 27 c S Disconnect and New EA Reconnect Dollars Unit Price in Words, 17. Side Sewer Length 150 S S LF -"— Dollars 7ntt rice in W—o r-d s 18. Side Sewer Tees L7 S S- EA Dollars lUnt'�t F—'rice in Wor sT P- S Honey Creek Sewer Replacement - Phase 3 City of Renton BID SCHEDULE CONTINUED Schedule "A" - Basic Sewer Replacement Work ITEM BID ITEM APPROX. UNIT WITH UNIT BID PRICE PRICE TOTAL NO. QUANTITY AMOUNT (To be Witten in Words) & UNITS _ 19. Television Monitoring With Video 1998 g S 1 Tape Recorder LF Dollars ' Umt nce to ior� E 20. Type I - 48 Manhole 2 S - 8 - 10 Foot Depth CA _ Dollars Umt Price it Words II'I 21. Type I - 48 Extra Manhole 1 S S Depth (For Depths Greater VF — _ Than 10' ) I Dollars m t Prtce to Wor s� 22. New Manhole No. F05 1 Lump Drop Connection Rewo0 Sum S 5 Dollars ' Untt rt -e to or sT P-6 Honey Creek Sewer Replacement - Phase 3 City of Renton BID SCHEDULE CONTINUED Schedule "A" - Basic Sewer Replacement Work ITEM BID ITEM APPROX. UNIT TOTAL WITH UNIT BID PRICE QUANTITY PRICE AMOUNT NO. (To be Written in Words)_ & UNITS 23. Existing Manhole Connections 17 S S Including Breakout Old Pipe EA and Manhole. Install New Pipe in Exi-ting Manhole and Reshape Invert. Dollars nit rice in or s 24. New Manhole #F045 Drop Lump S S Connection Rework. Sum — Dollars i ,Unit Pace in Jor s 25. Finish - Cleanup (Minimum 1998 S S 5.00 per linear Foot) LF Dollars Onli rice to6 70rds7 TOTAL AMOUNT BID, SCHEDULE A; S P- � I Honey Creek Sewer Replacement - Phase 3 City of Renton BID SCHEDULE Schedule "B" - .Additiv,> Sewer Replacement Work NOTE: Unit prices for all items, all extensions, lump sum prices, and the total amount of bid must be shown. Show unit prices in both words and figures; where conflicts occur, acceptance will be made in accordance with Section 2-1 .06 of these Specifications. ITEM DID ITEM APPROX. UNIT WITH UNIT 8ID PRICE TOTAL N0. (To be Written in Words QUANTITY PRICE AMOUNT -- ) & UNITS I• Sawcut Pavements for all 50 $ S Types LF Unit'Price in Wui js7 Dollar. i 2• Common Excavation for Full Width 180 g Street Paving Peplacement CY 5-- (Includes Pavement Removal ] I Dollars kUnit Price to WordsT 3. Subgrade Preparation for Full 490 S Width Street Paving Replacement SY ¢' Dollars Unit n ce in Wor s) 4. Asphalt Concrete for Fu11 Width 145 S Street Paving Replacement Ton S Dollars mt rrCP rnln�r� P �' Honey Creek Sewer Replacement - Phise 3 City of Renton BID SCHEDULE CONTINUED Schedule "B" - Additive Sewer Replacement Work ITEM BID ITEM APPROX. UNIT TOTAL WITH UNIT BID PRICE QUANTITY PRICE NO. o be Written in Words) 8 UNITS AMOUNT (T 5. Crushed Surfacing (For Trench 242 S 8 Patch and Full Width Paving) Ton - —— Course Keyston, and Base Course Dollars Unit Price in Words 6. Monument I S 5 EA Dollars (Unit rice in Words �. Bedding Material , (Pea 100 S S Gravel ) Ton I ` Dollars Unit rice in or s 8. Bank Run Gravel Class B 400 S S for Trench and Canl. Run Io: --- --- Gravel Class A for Street Sub-ba_e. Dollars t�TTnit r c"T o r s P4 Honey Creek Sewer Replacement - Phase 3 City Of Renton BID SCHEDULE CONTINUED Schedule "B" - Additive Sewer Replacement Work ITEM BID APPROX. WITH UNIT IBID PRICE UNIT TOTAL NO. QUANTITY PRICE AMOUNT (To be Written in Words & UNITS 9. 12" Gravity Sewer in New 232 S S Location LF Dollars Umt Price in Words.) 10. Television Monitoring With 232 5 $ Video Tape Records LF Dollars Unit Price in Words Type r - 48 Manhole I S S 8 - 10 Fuot Depth EA Dollars (Unit Price in Word 12. Type 1 - 48 Extra Manhole 2 S S Depth For Depths Gredter VF Than 10 Feet Dollars e in Wo d P-/o D.O.E. General Correspondence S-296 2+ i Honey Creek Sewer Replacement - Phase 3 City of Renton BID SCHEDULE CONTINUED Schedule "B" - Additive Sewer Replacement Work ITEM BID ITEM APPROX. UNIT TOTAL WITH UNIT BID PRICE QUANTITY PRICE AMOUNT N0. (To be Written in Words) & UNITS 13. Existing Manhole Connections 1 5 S Including Breakout Old Pipe EA and Manhole. Install New Pipe in Existing Manhole and Reshape Invert, Dollars Ur.it Price to Wor s 14. finish - Cleanup (Minimum 232 S 5.00 per Linear foot) LE llnit Price in Words Dollars TOTAL .AMOUNT BID, SCHEDULE B: 5 Honey Creek Sewer Replacement - Phase 3 City of Renton BID SCHEDULE Schedule "C" - Additive Sewer Replacement Work NOTE: Unic prises for all items, all extensions, lump sum prices, and the total amount of bid must be shown. Show fruit prices in both words and figures; where conflicts occur, acceptance will be made in accordance with Section 2-1 .06 of these Specifications. ITEM BID ITEM APPROX. UNIT TOTAL WITH UNIT BID PRICE QUANTITY PRICE AMOUNT N0. (To be Written in Words) E UNITS 1. Sawcut Pavements of all Types 20 g S LF — Dollars (Unit rtce ut Words 2• Crushed Surfacing 55 S Ton Dollars knit rice to Words 3. Asphalt Concrete Pavement 60 S Patch Ton — — n1 Dollars t rice to urds 4. Monunq,nt 1 EA _ -- - - Dollars nrt rtce to or s P- �2 r Honey Creek Sewer Replacement - Phase 3 City of Renton BID SCHEDULE CONTINUED Schedule °C - Additive Sewer Replacement Work ITEM BID ITEM APPROX. UNIT TOTAL WITH UNIT BID PRICE QUANTITY PRICE AMOUNT NO. (To be Written in Words) 8 UNITS S. Bedding Material , (Pea Gravel) 60 S $ III Ton - I _ Dollars Unit Price to ords 6. Bank P-in Gravel Class B for 360 S S Trench ind Bank Run Class A Ton for Street Sub-base. Dollars It rice In or s 7. Foundation Material So S___ S Ton --- Dollars Unit Price in Words ' B. Casing Zone Carrier Pipe Lump S S Removal Replacement Sum Dollars nit ri ce yr o r s g. 12" Gravity Sewer Replacement 108 S S Including Removal of Old Pipe LF — — Dollars n rt rice in ords "'p-/3 Honey Creek Sewer Replacement - Phase 3 City of Renton BID SCHEDULE CONTINUED Schedule "C" - Additive Sewer Replacement Work ITEM BID ITEM APPROX. UNIT TOTAL NO. WITH UNIT BID PRICE QUANTITY PRICE AMOUNT (To be Written in Words) 8 UNITS 10. Television Monitoring 323 $ $ With Video Tape Records LF _ Dollars Un; - Pnce to Words- ii 11. Existing Side Sewer - Old 2 $ $ Disconnect New Reconnect EA — Dollars Unit Price to WordsT 12. Side Sewer Length 10 S S LF — — Do� lars Umt rice to Words 13. Side Sewer Tees 2 S S Dollars Unit Price to Wor s 14• Breakout Old Pipe and/or 4 S S Manhole. install New Pipe EA ---- in Existing Manhole and Finish Dollars m t rice to or s P-is� III Honey Creek Sewer Replacement - Phase 3 City of Renton BID SCHEDULE CONTINUED Schedule "C" - Additive Sewer Replacement Work ITEM BID ITEM APPROX. UNIT TOTAL WITH UNIT BID PkICE QUANTITY PRICE AMOUNT NO. (To be Written in Words) b UNITS 15. Finish - Cleanup (Minimum 323 S 5.00 per Linear Foot) LFTU— --- Dollars nit r ce n. ord� TOTAL AMOUNT BID, SCHEDULE C: S P-is Honey Creek Sewer Replacement - Phase 3 City of Renton 8I0 SCHEDULE Schedule "D" - Additive Sewer Replacement Work NOTE: Unit prices for all items, all extensions, lump sum prices, and the total amount of bid must be shown. Show unit prices in both words and figures; where conflicts occur, acceptance will be made in accordance with Section 2-1 .06 of these Specifications. ITEM BID ITEM APPROX. UNIT TOTAL WITH UNIT BID PRICE QUANTITY PRICE AMOUNT NO. (To be Written in Words & UNITS I• Sawcut Pavement of all Types 660 $ S LF — � - Unit Pri ce-l-n-W-0-r-dsT Dollars 2• Crushed Surfacing 60 5 5 Ten Dollars - U nit Price in Words 3. Temporary Cold Patch 360 S S SY - Dollars k0`it -price in Words 4• Asphalt Concrete Pavement 60 S Patch Tun -- S Dollars Unit rice in Word�T Honey Creek Sewer Replacement - Phase 3 City of Reoton BID SCHEDULE CONTINUED Schedule "D" - Additive Sewer Replacement Work ITEM BID ITEM AFPROX. UNIT TOTAL WITH UNIT BID PRICE QUANTITY PRICE AMOUNT NO. (To be Written in Words ) & UNITS 5• Monument I S $ EA --- Dollars �ntt rice to Words, C. Bedding Materra' , (Pea 160 S S Gravel ) Ton j Dollars Gntt n ce to ords) � �• Bank Run Gravel Class B 470 S S for Trench Bark Run Gravel Tcn Class A for Street Sub-base. Dollars T-Untt rtce to ords E. Foundation Material 50 S Ton —` Dollars Untt n ce to ords I �ODi�=�Ec7 Ft�ie ADGL�c/�, JtiJ+b� / Honey Creek Sewer Replacement - Phase 3 City of Renton BID SCHEDULE CONTINUED Schedule "D" - Additive Sewer Replacement Work ITEM BID ITEM APPROX. UNIT TOTAL WITH UNIT BID PRICE QUANTITY PRICE AMOUNT NO. (To be Written in Words) & UNITS 9. 12" Gravity Sewer Replacement 310 $ $ Including Removal of Old Pipe LF Dollars �ntt nce in o r s 10. Television Monitoring With 3 to 5 $ Video Tape Records F. Dollars Urn t rice in Words 11. Existing Side Sewer - Old 9 5 S Disconnect - New Reconnect EA Dollars` (Unit Price in Worms-sT 12. Side Sewer Length 45 5 5 LF Dollars Unit Price iri Words 13. Side Sewer Tees a 5 5 Dollars nit rice in or s P-/8 Honey Creek Sewer Replacement - Phase 3 City of Renton BID SCHEDULE CONTINUED Schedule "D" - Additive Sewer Replacement Work ITEM BID ITEM APPROX. UNIT TOTAL WITH UNIT BID PRICE QUANTITY PRICE AMOUNT NO. (To be Written in Words) & UNITS 14. Existing Manhole Connections 2 $ b Including Breakout Old Pipe EA and Manhole. Install New Pipe in Existing Manhole and Reshape Invert. Dollars Urtt Price in or 15. Finish - Cleanup (Minimum 310 S 5 5.00 per Linear Foot) LF - Dollars Unit Price in Words TOTAL AMOUNT BID, SCHEDULE D: 5 P-i9 Summary Bid Schedule Ronny Creek Sewer Replacement - Phase 3 City of Renton Note All Amounts Exclusive of WSST Total Schedule A - Basic Sewer Replacement: $ Total Schedule B - Additive Sewer Replacement: $ Total Schedule C - Additive Sewer Replacement: $ Total Schedule D - Additive Sewer Replacement: $ fa�C QW4�dt'Cd I' Each bidder must bid all schedules. All schedules/will be awarded to one Contractor. The 6usis of award intent is as follows: If the base bid is within the budgeted cost (consistent with the engineers estimate) an award w4l l be made for the basic work. Additional schedules may be added by the owner provid` i the combined schedule bids do not exceed budgeted funds. Consideratiuo of schedules for II purposes of award will be sequential. That is the accumulative total used as a basis of award will be based on adding the schedules progressively from A through D but not out of sequence. The City's Construction Budget for this Phase is approximately S200,000. Additional funds may be authorized; so, the bidder is cautioned to bid the work for each schedule as if the bid for the total replacement program may he funded. i� The undersigned bidder hereby agrees to start construction work on this project if awarded him within 10 days and to complete the work within 120 consecutive working days from date of execution. Dated this _ day of 19 Signature Title Address I Telephone City of Renton Business License No. ` State Contractors License No. Z� AckncNledgement of Receipt of Addenda: No• — Date No. Date No. Date No• Date I I � it I. l P- 21 4 i ANINIEA BIATTY RNRiR fi I.Trce to '� STATE CIE WASHINCT NJ DEPARTMENT OF ECOL AWI Stop n 11 • CIIynw. Wagwwton %50J-ti' I • (.A%) 454t0(p June 21, 1985 Mr. Bob Bergstrom Department of Public Works 200 Mill Avenue South Renton, Washington 98055 Dear Mr. Bergstrom: Honey Creek Interceptor Project Phase III - WFG 85-063 I We have completed our review of the subject plans and specifications. Our comments are: Ii 1 . Full width pavement replacement is not grant eligible. WDOE will participate in the costs of replacing pavement which was necessarily damaged by construction of the sewer. We roughly estimated the average width pavement replacement necessary on the A-C streets. We allowed for 50 percen�c eligibility on Lake Washington Boulevard because it would be necessary to replace a full concrete panel. The eligibility of bid involving pavement replacement is 30 percent. 2. Eligibility for the Phase III project is as follows: A. Bid Schedule A: Items 1, 2, 9-16, 18-25 of Bid Schedule A are completely grant eligible. Items 3- 7 are 30 percent. eligible. Items 8 and 17 are not eligible. Bob Bergstrom ,tune 21, 1985 Page 2 B. Bid Schedule B: Items 1, 8-15, 17-22 are 84 percent eligible. Items 2-6 are 25 percent (84% X 30%) eligible. Items 7 and 16 are not eligibie. C. Bid Schedule C: All items arP 84 percent eligible. D. Bid Schedule D: Item 12 is not eligible. All other items are 84 percent eligible. 3. Please list bid schedule item quantities. 4. On sheet 7. please note the slope, length, and size of the ❑ew sewer. S. Bid Schedule A should include two drop connections, at MHs F036 and F051. 6. Th. improvements ii Schedule A are necessary to provide sufficient capacity for the near term design flows from the Devil's Elbow Pump Statiun. Therefore, the City must award all of Schedule A in order to receive WDOE approval for pump station start-up. 7. Section 62-1 - Descr'.otion of requirements for water main crossing are inadequate. Please refer to the specifications of water/sewer clearance for the Phase I1 contract. 8. Sheet 5 includes two water main crossings. Please locate the water mains on the elevation. If the invert of the water mains is less than three feet abovo the crn,m of the sewer, WDOE's minimum construction requirements for crossings apply. If it does apply, appropriate specifications and bid items should he added. Bob Bergstrom .June 21, 1985 Page 3 9. Sheet 6 - What is the elevation difference between the water main and the sewer? 10. Please inform Rosemary Walrod, WDOE project officer, and S. K. Chung, WDOE's construction inspecto-, of the preconstruction meeting date. They will want to attend to explain their responsibilities during project construction. If you have questions, please call me at (206) 459-6089. Sincerely, Ed O'Brien, P. E. Facility Planning 6 Design Section Municipal Division EO:lm cc: Fred Kern, hCW-L Assoc. , Inc Gary Brugger, NWRO/WDOE Grant File, c/o Rosemary Walrod ANLMA NP0 11 RINIkfR DRW Im STATE OF WA,HINCTON DEPARTMENT OF ECOLOGY htdd 514JP Pt-11 ♦ (Nynpu, WashV[)" 985044711 ♦ (206) 459,WX) June 21, 1985 Mr. Bob Bergstrom Department of Public Works 200 Mill Avenue South Renton, Washington 98055 Dear Mr. Bergstrom: Haney Creek Interceptor Project Phase 11 - WFG 85-063 In response to comment No. 1 of Chris Haynes' April 22, 1985 letter, Fred Kern had Shannon and Wilson look at the Northeast 17th Place sewer construction site. Mr. Laprade of Shannon and Wilson made four (4) recommendations to ensure a reliable installation (see Shannon and Wilson June 11, 1985 memo to Hammond. Collier, and Wade-Livingstone, Inc. ). WE will expect to see a construction change order to cover recommendations No. 2 and No. 4. Recommendations No. 1 and No. 3 seem to be covered under the specifications. Thank you for your prompt attention to this matter. if you have questions, please call me at (206) 459-6089. Sincerely, Ed O'Brien, P. E. Facility Planning & Design Section Municipal Division EO:lm cc: Fred Kern, HC, W-L, Assoc. , Inc. Gary Brugger, NWRO/WDOE S. K, Chung, WDOE Rosemary Walrod, WDOE Grant File #O� A ANUFtE4 tlkQi\ RIWAER L V*N l(a STATF OF N�A%J NGT(NN DEPARTMENT OF ECOLOGY AYY 'OP PV-11 • UAnynd it IlInhtnn rAHi(WN.'1f • (206) 459-t" June 12, 1985 Mr. Robert Bergstrom Renton Public Works Department 200 Mill Ave. South Renton, WA 98055 Dear Bob: Honey Creek Sewer Project--Phase II Bid Award_pproval We have reviewed the results of the bidding for the Honey Creek Interceptor--Phase II project and concur in the award of this work to R. L. Alia :ompany for $536,853.2G. Bid item No. 26 for $17,500 is not eligible for grant funding. Therefore, grant eligibility for this phase (which is 84% eligihle) is based on construction costs of $519,353. Thank you for your promptness in sending me the information I requested in my May 30. 1985 letter to you. incer ly yours, Rosemary L. Walrod Contract Officer Municipal Division RLW:sbh O10/M6 cc: Grant file 1- ----- 14 AMMA RATTY RMIhER STATE 6f WAS( TON DEPARTMENT OF ECOLOGY h1al 51op VV-11 • Okn w. Washrtplun 989W-8711 • (.'(Mil 459-W)0 June 10, 1985 Mr. Robert E. Bergstrom, P. E. City of Renton 200 Mill Avenue South Seattle, Washington 98055 Dear Mr. Bergstrom: Honey Creek Sewer and Devil'ifs Elbow Pump Station Plans and Specications On behalf of the Washington Department of Ecology (WDOE) , I gave conditional approval of the subject plans and specifications on December 18 , 1984 (pump station) and April 22, 1985 ( sewer ) . The conditions of those approvals have been satisfied by the City of Renton with the P^ eption of providing emergency power for the Devil' s Elbow Pump Station. Your ,June 5 , 1985 letter to Rosemary Walrod indicates that you intend to purchase a portable generator to satisfy that last condition. This proposal is approvable to WDOE. The generator must be purchased and operational in order to fulfill the requirements of the conditional approval. If a generator is not purchased, , the pump station will not have WDOE approval as required by state law. Consequently, WDOE could not allow pump station start-up. Ed O'Brien of my staff is reviewing Phase III , the downstream gravity improvements, of this project. WDOE approval of the design and construction of the downstream gravity improvements is also a requisite for start-up of the pump station and gravity sewer. L Gn m num,ru &:( DC71� : � JUN 1 7 im Robert E. Bergs :)m June 10 , 1985 Page 2 If you have questions , please call Ed O'Brien at ( 206 ) 459-6089. Sincerely, ��C Chris A. Heyne Supervisor Facility Planning & Design Section Municipal Division CAH: lm cc: Ed O'Brien, FPD Section Gary Brugger, NWRO/WDOE Grant File , Rosemary Walrod Y = Atd)RkA nEATT\- RMkAER X ,y: I1+rxtIX um, �f STATE (* W itiHINC ON DEPARTMENT OF ECOLOGY Mad Stq) PV-ii • OVnpij Kj,llingt(l 9850E-H711 • (2061 459-6" May 30, 1985 Mr. Robert Bergstrom Department of Public Works 200 Mill Avenue South Renton, WA 98055 Dear Mr. Bergstrom: Honey Creek Interceptor Project Phase 11 - MFG 85-063 I received a copy of the bid summary which you sent to Ed O'Brien. We will be able to complete our review when we receive the balance of the information as requested in my letter to you of April 8, 1985. The items needed in addition to the cer,:ified bid tabulation and your recommendation for award are: 1. The proposed form and bonds from the successful bidder. 2. Proof of advertising which indicates the dates of publication and time for receipt of bids. 3. Each addendum issued during the bidding period and acknowledgment of its receipt by the successful bidder. Authorization to award this bid will not be given until we have received an acceptable response to Chris Haynes letter to you of April 22, 1985, and Ed O'Brien's letter of March 19, 1985 (copies enclosed). We remain concerned about the city's commitment to provide adequate emergency operating power to the Honey Creek pump station. We would like some assurance that should a power outage occur, the Honey Creek pump station would receive the first priority for use of the mobile generating unit currently under design. To expedite response, please address your grant related correspondence to me rather than to Ed O'Brien. Sincerely, c Rosemary L. Walrod Contract Officer Municipal Division RLW:sbh 023/N5 Enclosures cc: Ed O'Brien, WDOE Grant file OF kf. -k 0 PUBLIC WORKS DEPARTMENT OCSIGN/UTILITY ENGINEERING 0 235-2631 p MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH.98055 TEb SEP1 09, BARBARA Y. SHINPOCH MAYOR May 22, 1985 Washington State Department of Ecology Mail Stop Pt'-11 Olympia, WA 98504 Attention: Mr. Ed O'Brien Subject: Honey Creek Sewer Project Dear Ed: As we discussed by phone, the City's Honey Creek Project is moving along. The Alta Phase I-A work is complete on the Pump Station Force Main and Watermain. The Scott Phase I-B work is underway on the Pump Station itself. We are completing the bid award process for Phase 11, the Grovitv Interceptor Sewer in the Honev Creek Can *ron. Alin Construction, Inc, is the the low bidder and I request approval of the low bidder. The bid sumrrrnry is attached. The reply to your April 23rd plan review letter will be separately addressed by HCWL Engineers. The Phase 11 work for the down-stream gravity sewer upsizing is just about complete. HCWL Engineers will be sending you a separate plan and specification set for your technical review. The Emergency Power Generator is in design as a trailer-mounted unit. Design work is underway by 1t1I-2 F.rrgineers of Kirkland, Washington (453-0241). We expect a preliminarysubmitto' to you within three weeks. �II I i I S/sz-/rJ— U �- i Ct12i��eA& cc. C41 I r j { State Dept, of Ecology - 2 - May 22, IP q It is my intent to bid these two !ast elements of work as soon os possible, and 1 request your permission to proceed in this direct- tion. Thank you for your assistance, Very truly yours, Robert E. Bergstrom, P.E, Engineering Supervisor i -Ift Attachment tf ,} PUBLIC WORKS DEPARTMENT zMAL DESIGN/UTILITY ENGINEERING 0 235-2631 MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON.WASH. 99055 9 h 40q,JEa SF Pt E�'9F'P BARBARA Y. SHINPOCH MAYOR MEMORANDUM i Date: May 22, 1985 To: Larry Warren, City Attomey From: Bob Bergstrom, F.rigineering Supervisor Subject: honey Creek Sewer Project Easement Status 1 would appreciate your review and continent on the last negotiated easement for the Honey Creek Sewer job. The Santa/Tomberg prope rty requires one additional easement for the power supply to the Pump Station. The appraised value is $150.00. Bob Tomberg is holding out for $500.00. 1 am accepting this offer in the attached letter. Your comments are appreciated. 7f t Attachment *�_� -.'. z PUBLIC WORKS DEPARTMENT r DESIGN/UT11 I TY ENGINEERING 0 235-2631 0 n x MUNICIPAL BUILDING >00 MILL AVE. SO. RENTON,WASH. 98055 P to' �ggTED SEP�E�n��P BARBARA Y. SHINPOCH MAYOR May 22, 1985 Mr. Robert Tomberg 5611 - 119th Ave. S.E. #2 Bellevue, WA 98006 Subject: Utility Easement for City of Renton Honey Creek Site Dear Bob: As we discussed by phone on Tuesday, I accept your price of $500.00 for the easement rights for the City's utility service to our new Honey creek Pump Station. If you sign the previously submitted easement and return it to my office, 1 will send you a check for $500.00. Also, I would like to adjust the easement's east end in the field to avoid a 20' cliff. We will jog sliqhtly to the south and as-built the line and submit a revised easement reflecting the field location, with your approval. Thank you! Very truly yours, i f 10! Robert E. Bergstrom, P.E. Engineering Supervisor ;jft pop. �a 4 y d ANi MEA BE 4TT Rt(dkER � Dmkx STATE CIE WASHIN(3(0, DEPARTMENT OF ECOLOGY .l lad SCUP P1-I I a ()Iy". WJ_OwWhW 9B5V P8- l • I.W 45'-b" May 13, 1985 Mr. Robert Bergstrom City of Renton 200 Mill Ave. So. Seattle, WA 98055 Dear Mr. Bergstrom: Honey Creek Sewer Plans and Specifications Addendum No. 1 The plans and specifications for the above-referenced project were previously approved on April 22, 1985. The project consists of installation of regulates' overflow structures, 300 lineal feet of 12-inch sewer, 5,100 lineal feet of 12-inch curvilinear sewer adjacent to and within the Honey Creek stream bed and connected to the Phase I Honey Creek pump station. This proposed modification consists of a change in the bid opening time, changes to the bid schedule, the list of prequalified bidders, and I miscellaneous changes to the technical specifications. ! In accordance with RCW 90.48. 110 and Chapter 173-240 WAC and on behalf of the Department of Ecology this addendum to the plans and specifications is hereby approved. One set of the approved documents is being returned for your project records. Please incorporate these approved changes into your prcvi-usly approved plans and specifications. This approval does not authorize any increase in grant amount to pay for this work, If you have any questions, please call Ed O'Brien at (206) 459-6089 or me. Sincerely, Chris A. Haynes, P.E. , upervisor Facility Plann'ng & Design Section Municipal Division CAH:sc Enclosure cc: Fred Kern, HCW-L Assoc. Inc. WDOE Regional Office - Gary Bugger, NWRO, w/enclosure FPD Eng. Grant File - Rosemary Walrod +SiZ+• ' APPROVED S- Icy -S5 FACILITIES PLANNING R DESIGN SECTION CITY OF RENTON h1UNUPAI. DIVtSION BID PROPOSAL, PLANS AND SPECIFICATIONS OE�R1MCbil OF ECOLOGY HONEY CREEK - PHASE II SANITARY SEWER INTERCEPTOR SiGn.�wgE r�t^"�" C $�1rJER PROJECT NUMBER S - 296 ADDENDUM NO. I To All Planholders: o City of Renton call for bids: Bid opening change to 2:30 p.m. , Ma 7, 1985. o Bid Schedule (11 pages) : Use the marked up bid schedule enclosed for preparation of proposal . 0 Special Provisions, Section 2-1.01B, Prequalification of bidders: The following planhoiders have provided information which the City of Renton Public Works Department believe satisfies prequalifica- tion. o R. L. Alia Company o Frank Coluccio Construction Company o K. A. C. Construction Inc. o Dyad Construction Inc. o The Massart Company o R. W. Scott Construction Company o Shoreline Construction Company o Tri State Construction Company 0 Universal Utility Contractors Inc. o Constructors Pantco Only bids by these contractors will be accepted and opened. Cross section computer printouts related to the survey line are included in the addendum for prequaiified bidders only. o Technical °rovisions Division III 60-3.01E - Ductile iron Pipe and 60-3.01L - Ductile Iron Pipe - Use Thickness Class 50 (Class 51 not required) 60-3.01H - Galvanizea Corrugated Steel Pipe - Use 12 Gage for 48" C.M.P. Culverts 61-2.05 - Stream Bed and Vicinity Scour Protection Rock. Add the following: The contractor s')all provide gradation tests of samples representing every 500 L.F. of Road and in stream construction (10 tests minimum). City of Renton - Addendum No. I (Continued) 61-2.06 - Spawning Gravel . Add the following: After receipt of approval for the product proposed, provide gradation tests of samples representing Every crossing and at 500 feet along the portion upstream of the 48" culvert crossing (6 tests minimum), o Project Plans, Sheet 2 of 10. The Phase I Pump Station is being relocated to the west side of the existing 48" culvert. A creek crossing at roughly station 32 + 50 is anticipated. Roadway construction will remain on the east side as illustrated. All realignment work will be paid for at unit prices. The chainlink fence length will remain the same. All pump station connection elevations will remain the same. Sheet 8 of 10. Washirgton State Department of Ecology requires blocking for steep sewers on each length of pipe. Change 40' spacing of blocks illustrated for detail 6/ to one for each length of pipe. END OF ADDENDUM NO. 1 W8-38 Phase II Honey Creek Sanitary Sewer Interceptor City of Renton BID SCHEDULE NOTE: Unit prices for all items, all extensions, lump sum prices, and the total amount of bid must be shown, Show unit prices in both words and figures; where conflicts occur, acceptance will be made in accordance with Section 2-1 .06 of these Specifications. ITEM BID ITEM APPROX. UNIT TOTAL WITH UNIT BID PRICE QUANTITY PRICE AMOUNT NO. (To be Written in Words) 8 UNITS 1 . Mobilization Lump Sum 5 b Dollars Unit Price ir:Words) 2. Clearing and Grubbing Lump Sum S 5 Dollars Unite in Words 3. Timber Salvage Cut Into 2' 1000 8 S Lengths and Delivered to LF Designated Areas Dollars Unit price in Words 4. Access Rcad STA 30+80 to STA 3760 S S 68+40, Complete with Ballast LF and Jute Mat Bank Erosion Protection Dollars nit Price m or Mc,J/f�El7 F©re �. BID SCHEDULE CONTINUED ITEM BID ITEM APPROX. UNIT TOTAL WITH UNIT BID PRIG QUANTITY PRICE AMOUNT NO. To be Written in Wends) 8 UNITS 5• 124A• CMP Culverts (Fcr Future Road Lump Sum $ $ Extension STA 68+50t ) Dollars Unit Price in Words 6• IN CMP and In Fill (For Ravine Lump Sum $ S Erosion Improvement STA 67+00) Dollars Unit Price in Wards 7. Crushed Surfacing Beneath tap S z$ Street Pavements, 4" Thick SY — Dollars Unit-rice to Words — $ — 8. TemporaryCold Patch S SY Dollars Unit Vrite to Words 9. Asphalt Concrete Pavement S Removal S and Replacement, 4" -- Thick Dollars Unit Price to Wordsj BID SCHEDULE CONTINUED ITEM 810 ITEM APPROX. UNIT TOTAL WITH UNIT BID PRICE QUANTITY PRICE AMOUNT NO. (To be Written in Words) & UNITS 10. Portland Cement Concrete 10 S $ Pavement Removal and Replace- SY ment (Thickness to Match Existing) Dollars Unit Price in Wor s 11. Bankrun Gravel in Place 1000 $ g Ton Dollars Unit Price in Words 12. Slope Rocking and Foundation 1500 S g Material in Place CY ` Dollars Unit Price in Wor s 13. Bedding Type "F" for Developed 300 S S i Area Pipe (Type 11 Material ) LF Dollars m t rice in or s 14. Bedding Type "F" for Stream 5100 S S Bed Vicinity Curvilinear Pipe LF — -- (Type III Crushed Rock Material ) Dollars nit Price in Words) N, ✓l�/F/ED f�� ADD�I_Dv BID SCHEDULE CONTINUED ITEM BID ITEM APPROX. UNIT TOTAL WITH UNIT BID PRICE QUANTITY PRICE AMOUNT NO. (To be Written in Words) $ UNITS I 15. Stream Bed and Vicinity 1800 $ $ Scour Protection Rock LF Including Rock Groins Dollars Unit r`�T' ice in Words 16.A 12" Conventional Sewer 300 5 $ Pipe In Place Union Avenue LF Dollars Unit Price in Words 16.8 8" Conventional Sewer In Place S S Ci1fh Place NE Overflow) LF Dollars Unit Price to Words 17.A Overflow Structure F isting Lump Sum S 5 +tanhole Modification Work (Union Street) Dollars nit rice to Vo-r-d s 17.B. Interceptor Cut In Lump Sum S S (N.E. 17th Place) Dollars nit rice to ord-sT BID SCHEDULE CONTINUED ITEM BID ITEM APPROX. UNIT TOTAL. WITH UNIT BID PRICE QUANTITY PRICE AMOUNT NO. (To be Written in Words) 8 UNITS 18. Manhole + 3 Cut into Existing Lump Sum S c Line and Provide Temporary Plug i 1 Dollars Unit Price in Wards 19. Type 1-48 Manhole 4 g g Manholes el , p2, B 8 f EA -- —' _ Dollars 1 Unit Price in Wor s 20. Extra Manhole Depth 22 $ g I+ VF I Dollars � Unit Price in ords 21. Drop Connection, 8" Size 10 g g VF �— Dollars Unit Price ui Words 12" Curvilinear Sewer Pipe in 5100 S 5 Place (Stream Vicinity) LF —— Dollars nit mice in Wor s Material Type *** Contractor shall note the material type he proposes to use, see specification for optional materials. I 810 SCHEDULE CONTINUED ITEM 810 ITEM APPROX. UNIT TOTAL WITH UNIT BiD PRICE QUANTITY PRICE AMOUNT No. (To be Written in Words) 8 UNITS 23.A 12" Cleanout Assembly 15 S EA -' Dollars Unit Price in Words 23.B 8" Vertical Bend Cleanout S S (Fo- Steep Lateral Connections EA to 17th Place N.F. ) Dollars nit rice to or s 24. 12" Cleanout Apron and Casting 11 S S for in Road Location EA Dollars nit Price in ordS 25. Service Tees (12"X6" or 12"X8") 9 S S EA Dollars knit rice in Words 26. 6" or 8" Service Laterals 350 S S Including Erosion Protection, LF Hill Holders, Terminal Plug B Marker and Other Incidental Work '1 Dollars nit rice in or Y i BID SCHEDULE CONTINUED ITEM BID ITEM APPROX. UNIT TOTAL WITH UNIT BID PR1LE QUANTITY PRICE AMOUNT NO. (To be Written in Words) & UNITS 27. Television Monitoring with 5100 5 S Video Tape Records LF —— Dollars Unit Price in Words 28. Stream Spawning Gravel 1000 S S Ton 1 Dollars Unit Price in Wards 29. Gabiuns 450 S S Cy —` Dollars nit Price in or s 30. Subdrain Perforated or Solid 1000 S S Including Bedding (Pea Gravel LF for Perforated and Crushed Rock for Solid Pipe) Dollars Unit rice In Words 31, 30" Horizontal Drive Well 40 S S Point Driven to Proper Depth EA TU- Dollars mt rice rn or s i Mooih� Fa.2 j 1gpo��c/auy,� / I BID SCHEDULE CONTINUED ITEM 810 ITEM AFPkOX, UNIT TOTA WITH UNIT BID PRICE QUANTITY PRICE AMOUNT NO• (To be Written in Words) 8 UNITS _ 32. Horizontal Drive Well Point Goo $ S Extension Pipe In Place LF Including Couplings Dollars unit Price to Words I 33. 12" Culvert for Random 300 $ S Locations Including Crushed LF Rock Bedding Dollars nit rice in 'or s 34. Bridge Structure (Basic Unit 2 $ 35' Length Including 20 c.y. EA — III of Ramp Embankment Rock) Dollars jUntY mice to Words 35. Bridge Extra Span Length 20 $ a S Greater than 35' Basic Span LF Dollars U m t rice to ords 36.A 4' Chain Link Fence 8 Gate 2 $ y S Across Road with Chain 8 Lock EA Dollars nit rice to or s 1 401 r yC �"tM AF, BID SCHEDULE '1J1hUfb ITEM BID ITEM APPROX. UNIT TOTAL WITH UNIT BID PRICE QUANTITY PRICE AMOUNT NO. (To be Written in Words) 8 UNITS 36.8. Chain Link Fence Around Lump Sum S S Pump Station Site 360 LF Including 3-Gates Dollars Unit Price to Words 37. Spring Head Drain Including 6 S S Sand Bagging and Class A EA E Gravel Surfacing Fill -- Dollars � iUni n ce to or s 38. 4 Foot Long Willow Starts 10.000 S S EA Dollars n t rice to or s 39. Finishing and Clean-up Work 5410 S S (52.00 per LF Minimum) LF Dollars nit rice in Words) TOTAL AMOUNT 610 EXCLUSIVE OF WASHINGTON STATE SALES TAX /tom 4Oltr z24 fe «« WSST King County Portion - Total Bid X 0.55 ( .078) = «« WSST City of Renton Portion - Total Bid X 0.45 (.081) •• The Washington State Sales Tax rate for work to be constructed within King County varies from that to be constructed within the corperate limits of the City of Renton. Because the average cost per foot of pipe will not vary substantially from that placed for either jurisdictions, sales tax payment to the contractor will be pro- rated on the basis of total interceptor main length. Jurisdiction �ngth of Pipe w of Contract Applied to Each Jurisdiction for Sales Tax Purposes King County 2915 55% City of Renton 2400 LF 45% I' { i iI I Summary Bid Schedule Sanitary Sewer Interceptor Phase 11 Honey Creek City of Renton TOTAL BID: (This price does NOT include sales tax) 5 Please ind`cate in writing as well as numerical : The undersigned bidder hereby agrees to start construction work on this project if awarded him within 10 days and to complete the work within 120 consecutive working days from date of execution. Further the contractor agrees to comply with Fisheries in stream vicinity completion requirements as stated in the permit bound with these documents. Dated this _ day of _ 19` Signature Title Address I Telephone City of Renton Business License No. State Contractors License No. Acknowledgement of Receipt of Addenda: No. Date _ tic, Date — No. Date No. Date 4SH._STATE D[PT. OF 1'RANSf"OR(A11UN kx# X--sccTION LIUT ##k DAPS 04/00/84 FARE R61060XL 12/22/00 DENT LINE/RUN F•F'DJCcl, VF_SCRIPIZON C.G. Soo. DIST P'RUJ. EN(iXNEi:Fi.f_238 HONE'y DEW (:REEC.'< CI1•Y OF RFN't()N wMw DATE LOADED ON FILE:. 02/18/03 +r## -- - 29 i E]O.00 _. I 201 .20 201 .20 201 .20 200.00 1U�a.90 ib7.S0 .tb8.50 195. 40 18.5 0.0 3.0 24.0 44.0 47.0 51 .0 60.0 19%.20 197. 1.(. i 93.0 "72.0 29+00.0k) 190.20 19U.60 196.130 19.i.00 194.70 195.b0 0 196 :2U r'.7 9.0 0.0 22. 26.0 30.0 35.0 40.. 19' 0 69.� 29+-5O.00 20<!.00 197.40 196.00 199.00 190.90 22.0 :1.4.0 0.0 30.0 59.0 30-•00.00 !17,60 207.50 202.60 202.40 203.60 203.90 60.0 33.0 0.0 18.0 32.0 67.0 30+15.00 210.30 204.20 199.00 '2101 .90 202.3O 203. 10 204.00 S3.0 31 .0 21 .0 7.0 0.0 24.0 34.0 30+50.00 206. 10 1.95,90 194.30 19S.60 199.60 200.90 208.70 210.40 i 3U.0 20.0 14.0 9.0 010 13.0 23.0 60.0 1 I 1 IASN. S1 A KEPT. OF 'TRANSVIURIAT'IUN «« 1��C'1'ICIN LI:s'f +�«« LYA'i'k U4/UH/65 PAGER61060XL 12/22/90 'DENT LINE,/Rl.1N k.23H PRO-RCT tWSCRII''TIUN (:.3. S.h. Oita PROJ. EN(3INF_E;.I ' HONEY DF:W CREEK C)I tY OF EiF.:N'Ll)N +E«« DATE LOADED ON FILL p.?/lE!/t.�3 «�« i 31.4 00.OU 207.60 197.00 194.40 19A. 10 194.0 0 195-50 :.212.10 39.0 10.0 .0 3.0 49.0 324.00.00 224.20 216.U0 209.70 .207490 20Y.20 202:30 199.00 1gU .:3 o 190.60 „�301 .� 3P:i.O 19.0 10.0 0.0 U.0 240 31 .0 35.0 39.0 4 . 216.90 203.2o 82.0 57.0 33r00.00 207. O '207. 10 :205.S0 203,50 2 03.00 204.00 ;!(>•1.Gi(?49.0 30.0 0.0 4.0 10.0 14.0 20.0 29.0 39.0 215.40 5240 34.4.00.00 n2e.60 212.30 .`09,30 200.90 200,90 207.00 206,()() :207.40 200.9U ;20t).+70 49.0 2.610 10.0 0.0 3.0 5.0 15 2°1 .0 24.0 27.ti .Me o . 35+00.00 210. 10 12.1.1 .50 209.30 209.20 209.90 .?10. 70 23'3, .) 59.0 9.0 6.0 0.0 3.0 6.0 3U.0 JAf3H. STATE I]EP''l . OF TF'ANGF-U TAT1ON www X-SrCFIOM LISF k*k DATE 04/7,O.J�f.PACCV.R61060XL 12/22/00 i.1(-:NT LINE/RUN PROJECT DCSC:RIF'I'TONR. DIUT RFt E:NOINCLI d...CL'3F1 HONEY DEW CRhEK C.S.f. & CITY RE:NTON .•ww DATE LOADED ON FILE 02/18/03 36-o00.00 233.80 214.90 214. 10 212.40 .211 . 70 2J.1 .90 212.30 214.20 214.70 231.30 44.0 23.0 14.0 11 .0 4.0 0.0 4.0 6.0 12.0 37.0 I :3*74,00.00 ._ .... 235,30 217.00 215.70 214,90 215, 10 215,00 216,60 217,40 217,60 24;,1,00 37.0 11 .0 6.0 2.0 0.0 1 .0 740 0,0 13.0 41 ,0 i 37+90,00 • 249.00 219..2b 219•20 210.20 210.30 :43.90 W.0 0.0 11 .0 15.0 19.0 49.0 30a41.30 15J.30 231.90 221 .50 220. 70 222.00 251 .40 .32.0 0.0 12.0 22.0 20.0 61 .0 39+00,00 2155.30 224.00 223,70 224.30 224.50 248.60 36.0 0.0 0.0 16.0 6.0 67.0 39+50.00 •- =0.00 227,70 227,00 225.00 272t; .40 232.40 235:00 260.4( 44.0 0.0 12,0 10.0 :26.0 34.0 450 16� II 40+U0.00 '!SY#20 231 .U0 230.00 230.40 234.50 2.b9,50 33.0 8.0 0.0 15.0 25.0 56.0 _ I i IJIlG f;T6aXe LE12T/2 Of 0 /0 0TRANaPURTATTUN �AW.=CTIIN L.I: T AATE 04/00/8: %.m� .[PENT LINE/RUN f'Rfl.IECCT I�F�L;CkLF''t'tl?N .JLv.>;3d MONEY DEW (:`RIVE-K I::.:i, Z.R. C(I(;'T PRO.I. E.NGINk.k fury OF RE:N'TW www DATE LOADED ON FILE 02/Yf3/d3 waFw ._.._. .._ _ 40*50.00 2,;0.00 2.32.50 230. 70 229,70 230.00 231 .10 25 7.;.0 � 34.0 10.0 0.0 1.0 12.0 20.0 50.0 41•r OO,00 ... --___.. _.. . . 25OtOO 232. 70 231. 10 231. 10 25Z. 70 34.0 9.0 0.0 0.0 40.0 41 ,•50.00 • - - - 250.60 236. 10 234.70 23„2.70 23 .60 232.'70 236.70 25 3O 7. 53.0 27.0 13.0 7.0 0.0 4.0 19.0 53.0 i 42•+•00.00 244.90 235.30 235,00 234.00 234,00 241. ,0 257,30 61.0 44.0 23.0 O.O 0.0 25.0 SO.0 4'2+50.00 246.10 248.70 245.20 236.60 236.30 237.30 239.30 245.So ?'72.30 70.0 S2.0 33.0 26.0 0.0 13.0 25.0 46.0 76.0 43+00.00 =2. 10 247,70 242.60 241 .10 239.00 2 3(3.70 2110. 70 244.20 264. %0 64.0 43.0 2t;.0 11 .0 (3.0 0.0 10.0 31 .0 59.0 • 44+00.00 262,50 2t;2.60 24n. 10 243.60 24:1. ,{:)0 141 .0O '243.60 244.50 267,90 71 .0 43.0 50.0 0.0 9.0 20.0 22.0 31 .0 63.0 WA H.--STA'l'E.-LEF'T. .OF TRANSPORTATION +tick :(...SECTION LIST +rw+t GATP. 04/08/85 PAUL- _ 'R61060XI_ 12/22/BO Jf.)L;:NI LINE/RUN PROJECT DESCRIPTION C,0. Ei.k. h.L'Si F'kOJ. ENfiINE't n..'2361 HONEY GEW Cki:EK CITY OF RE'Nl'Ot r« DAl'E LOADED ON FILE 02/18/83 ►rw - . .._ _ 44•t50.00 '246.20 246.00 -- :L6.0 0.0 1 454.00.00 266.30 240,40 -147.70 Z46,00 245133O 245*90 247.50 247, 10 t'T1.lU 62.0 2111.0 17.0 9.0 0.0 6.0 0.0 24.0 56.0 464-00.00 270.00 257.70 :lti.l .e.tl 249.70 249.50 249,O0 270,20 78.0 51 .0 21 .0 16.0 0.0 1.7.0 45.0 46450.00 267.90 250.60 'M2.10 251.30 251.60 273.60 7i3O 40.0 27.0 0.0 11 .0 44.0 -- 47+00,O0 270.50 254.00 5."."53.00 53*60 254.20 253.60 2S3.90 264.90 2 70.30 286.10 70.0 39.0 29.0 19.0 16.0 0.0 17.0 26.0 152.0 77.0 47-4.50.00 10... 2n7.70 2tS6.90 256. ;`0 25'1.C50 257170 259.00 260.00 276.40 50.0 22.0 16.0 10.0 0.0 040 10.0 29.0 65.0 • 40400.00 '176.30 760.::'O 60.60 2;=i0,00 '25B-'O 2S-'7.UO 2S9.40 282,60 !J1 .0 14.0 010 i19.0 20.0 2U.0 30.0 63.0 1 WAE1S. S':7 DEF.'.T. OF TRANS POR7-14TION wxx � :CTION EIS*T xxx .: R61060 12/'?2/00 DA'I L U4/00/N.i� FALL ]DENT LINE/RUN PROJECT DESCRIF'''T'ION HONEY DEW CREEK C.5>. SON. U1i;'I F'/'tUJ. F:NC3INfGINE'1 .JL..:•.>,3f3 ■x* DATE LOADED ON FILE 02/10/83 xxx CITY OF Rt - 48+50.00 278.30 264.40 Z61 .8U 262,20 ::!6O.90 262.20 207.20 - ---- - 55.0 17.0 13.0 0.0 27.0 31 .0 b2.0 49400.on - 275„r0 264,00 262.70 262.60 S2G'). ✓ ) ?ul6.30 1 47.0 9.0 0.0 8.0 I.J 1 .0 h 504.00.00 285.00 268.00 :64.00 _- --- 59.0 22.0 6.0 0.0 860 :R' 31+00.00 29'i),50..- 275.70 270.00 26t;.50 266.40 266.90 266,30 266,50 2 7,1.3C 2Us.4U 73.0 41.0 25.0 20.0 1.3.0 10.0 0.0 20.0 27.0 61 .0 524.00,00 296.40 280.10 27'7. ?0 270.v0 268.90 268.90 268,t:,G 270.40 2U9.50 87.0 62.0 34.0 10.0 2.0 0,0 7.0 10.0 39.0 52+b0.00 _ .295:30 278,40 271.30 269,70 269,80 270,20 271,40 279660 286.00 301. ;0 720 41,0 14.0 11 .0 2.0 000 8.0 25.0 t3.0 79.0 . 53+00,00 293.30 272.70 2,71 .30 271,00 271 .40 275,00 2'eU.70 : 77.60 39.0 560 3.0 0.0 6.0 14.0 45.0 1 I I - 11 ................ , WASH.. STATE- DE1=:T. -OF TRANSPORTATION rx* Xwl:EC't'Il1N LIST wn+t �. R61060XL 12/22/80 DA3E 04/00/0,. FAUL SUENT LINE/RUN PROJECT DEscRIF"iION JL236 HONEY DEW CREEK 4•0• 6.R. MIu'i PROD.CITY CITY OF RENT( PATE LOAPkP ON FILE 02/10i133 +«+: _--... 53+50.00 299.30 2 7t";.90 273.00 273.00 273.90 275.40 201 .20 204.00 301 .60 30.0 14!.0 6.0 0.0 3.0 8 0 32.0 51 .0 F31 .0 U13+00.00 _ 300.80 2U1 .50 277.30 275.30 573.90 274.30 276.40 299.30 47.0 12.0 0.0 9.0 3.6.0 23.0 29•0 62.0 -. -. 54+00.00 • 300.90 205.30 279.90 275. 0 275.10 275.40 276.40 297.00 60.0 29.0 11.0 6.0 0.0 3.0 13.0 47.0 54+7p.00 296.90 201.30 200.40 279.50 2'79.e.0 204.00 307.60 74.0 54.0 36.0 30.0 11.0 0.0 32.0 55+50.00 300.90 2el .90 291.90 281.90 205.30 206.90 309. 70 - - 43.0 8.0 0.0 3.0 1.1 .0 21 .0 54.0 56+00.00 ----- - 300.30 :206.00 ;U5.70 206.UO2UU. 70 313.30 .10.0 5.0 0.0 14.0 19.0 51 .0 57+00.00 304.90 290.00 30 )0.60 2139.90 313. JO ---._ 54.0 3. 7.0 ., .0 0.0 11 .0 43.0 V V ,� WAQ4 S'IA DEPT. Or TFAWSPOFTAI ION rw r �/.ZCTIUN L.18"T' M kat IaATFC 04/'Ukt/Flu R61060X 12/22/UO •r/. VAGL IDENT LINE/FUN PROJECT Df'!3L'RIPTION 1;.8. S:,F. Al&'i' F'FFUJ. FNCiIN JL23k! HONG Y DEW CREED �I T'Y OF FE:NI Mk« DATk: LOADED ON FILE02/lU/U;3 «aFw 57 Z50.00 313.60 292.30 291 .20 291 .60 290,60 290.30 314,50 - 48.0 0.0 .3.0 15.0 19.0 28.0 6000 513+00.00 314660 292.30 292.40 292.30 291 .60 291.60 315.00 40.0 9.0 0.0 10.0 13.0 20.0 58.0 554.00.00 322.10 9F1.30 297,20 295.30 295.30 296,UO 299.U0 317.00 65.0 33.0 14.0 11 .0 0.0 1 .0 24.0 49,0 60•6-00.00 - ... _.._...-.. 323.30 299,90 297.70 i-196, 70 '296:70 296.70 290,30 304660 317#50 52.0 20.0 8.0 6.0 0.0 590 11 .0 3060 52.0 61+004 00 3213.00 303.40 300. 70 ."99.00 299400 299.00 300.40 306,70 308,10 47.0 15.0 S.0 3.0 000 640 13.0 1U,0 .34.0 614.50.00 32S.60 29,7190 300.30 299.70 325.40 45.0 .!.0 0.0 O.0 39.0 62*00*00 324.00 309.40 ;{07.60 :302.00 302.130 302,00 304.H0 3:2F1.H0 51 .0 31 .0 9.0 6.0 0,0 2,0 2 1 34.0 M ., -- - �lw 1..JA_9M4...$TA E--jAEp_T..-OF_ I'RANB4-01VIATION MM7f X-SECTION L.I4ST +444a DATE., U4/08/d'u' f''A(if: R61060XL 12/22/Li0 IDENT LINE/kUN PROJECT DESCRIPTION 4• JL:38 HONEY CHEW CREEK C.G. u,R. DIST PROJ4 ENBINF.R_ +40+4 GATE LOADED ON FILL 02/18/(13 «44w CITY OF KENTON 63-4.00,00 320.20 314.60 306460 306. 10 305.90 :309.30 308.A0 308.20 33U.OJ 57.0 2740 22,0 17.0 13.0 31..0 040 940 43.0 64+00.00 -- ..-- 336,60 311.60 31'1460 312.00 3134uU 312,srn 331,y0 42.0 11 .0 0.0 4.0 6.0 1,33.0 60,0 i - 654-00.00 333.90 316,00 313.30 3'V3.:30 313,30 31"9.0n 3,36.80 ��_�._ ..._._. .. .__ . 63.0 27.0 12.0 040 540 1040 44,0 66*00.0 ` 342.10 322.40 321 ,70 319.20 319,20 319. 10 320,00 333,20 54.0 19.0 9.0 j.n 0.0 7.0 14.0 52.0 66449#00 338,70 320.80 321430 321 .50 319.90 3194'Sn 32%.90 342.00 Vi%).;?t 46.0 10.0 0.0 H,0 14,0 1800 20.0 34.0 52,0 67+00.00 348,20 335,00 323.70 323,30 323,90 330,40 3b4,80 60.0 22,0 2.0 010 6.0 16.0 52.0 68.4.00.00 • 356,00 334.80 329.40 3Z,7.30 327 4 00 327, 40 328.60 :35:I. .bo S2.0 31 .0 1240 6.0 0.0 3.0 11 .0 44.0 WASH.__gTp%t DC:F=T. OF .TRANEF'URTAT'IUN +tr.a AY�.ZCTTOP! LIp'1' +tkr R61060XL 12/22/60 7 DATE: 04/0p/p5*..d FAM 1'DENT LINE/RUN PROJECT VE$CRIF''IION C.S. JL230 HONEY DEW CREEK S.R. DIb'! F'RUJ, ENCaI'.d rx• DATE LOADED ON FILE 02/18l83 ++k CITY OF REN'P 332:70 320,70 3:27.80 327,50 3.27:130 331 -20 354.10 6'20 12,0 3.0 0.0 5 0.0 41 .0 68#.'P9.00 .....333.80-- 331,ZO . 329.40. 329.20 330.60 334.70 350.10 52,0 19.0 12.0 0.0 0.0 9.0 35.0 69+99.00 360.60 33p.00 332.10 332. 10 332, 10 333.90 35'7.3U 45.0 1.1 .0 6.0 0.0 9.0 11.0 43.0 714.00.00 - 367.e,0 344, 70 337.20 337.2Q 337.20 340.90 362. ?0 42.0 9.0 0.0 0.0 6.0 12*0 46.0 _. '72t00.00 366.90 341 .90 IJ.00 340.00 365.00 •111.0 11 .0 0.0 6.0 37.0 i 73+00.00 ---- - 362.00 344.30 344.30 344.30 351.9(. 373.'YO 44,0 9.0 0.0 4.0 12.0 46.0 _..-. ....____ 73+50.00 3 r2.70 349.80 350,00 35,4.90 4 .0 12.0 0.0 5.0 39.0 WASH. -SIA.TG...IJE:E:I:..-f)F-1'RAN6F'URT'ATION xftie X -SECTION LT51 xrrx DATE: 04/08/85 PAGE R61060XL 12/22/80 J:DC:NT LINE/RUN PROJF..C:7 DESCRIPTION C.S. £S.R. LiIS'f PROJ. F:NGINF JI-23F3 HONEY DEW CREEK CI'TY OF' RENTO x«x DATE LOADED ON FILE 02/18/83 rxw _--- -- 74+00.00 372.70 350.30 349.'70 348.U0 340.90 350.30 37: .20 45.0 0.0 7.0 10.0 17.0 22.0 5s.0 744.49.00 376680. 357.50 351.00 352.20 353,60 .317.60 33.0 0.0 8.0 21.0 26.0 56.0 - '75+00.00 377.00 352.90 353.00 355.50 35860 3'T7.4C 44.0 0.0 6.0 12.0 1'7:() 51 .0 75+50.00 370.30 356.50 357.20 355.60 305.60 355.60 372.ES0 389.40 51.0 18.0 10.0 7.0 0.0 4.0 21.0 52.0 -- - - - - 76+00400 - - 379.80 364.70 359.50 356.90 356.60 375.30 54.0 21 .0 4.0 0.0 6.0 29.0 76+99.30 _---. .--- . -- _ 307.80 377.70 365.00 359.30 359.00 360.90 378.9E 42.0 21.0 0.0 6.0 14.0 17.0 47.0 78+00.00 302.60 375.90 365.20 361 .00 361400 361 .00 364.90 3U5.f-`0 33.0 18.0 5.0 3.0 0.0 3.0 6.0 34.0 OF.li TRANSPORTATION 1j �� R6106OX 12/'22/00 fPk� �/cCTION LIM DAI1 04/08/tt5N./ pAf ILCNT LINE/RUN i>I:QJF.CT DE3CFtYFI'YpN JL23B HONEY DEW CREEK C%• i• w•R. I?.CS7 F'Rl1J. L::Nfi It DATE LOADED ON ILL 02/18/fl3 «+••• CITY Y (Jt hk.N _. -- 78450.00 379. 10 374.40 362.80 362.AO 36'2.20 •JO 3fl5.4U `44.0 14.0 1.0 O.0 6.0 10.0 34.0 79+00.00 - - ----- 3L.L 6 70 3 J'7.;0 . 367.00 365.60 3G5. 57.0 2"J. flU 366,20 3'J0.3U 3U4.GO O 5.0 2.0 0.0 4.0 5.0 25.0 .. I 804.00.00 3[92.40 379.00 :i'75.00 370.20 370. 10 '+' r 39.0 21 .0 9.0 7.0 3.0 ,71.30 371•�0 386.90 38?.10 0.0 3.0 27..0 47.0 804.50.00 362.00 325.30 377.50 373.:0 374..Q0 376.40 307.40 308.80 6Fi.0 25.0 12.0 9.0 2.0 0.0 13.0 48.0 - 61+00.00 301 .80 301 •00 377.80 377.00 376.30 367.20 388.HO 15.0 0.0 1.0 6.0 20.0 60. j S14.61' .00 .385.10 302.70 3fl0.00 379.80 304.30 3A:i.1U 26.0 3.0 0.0 9.0 21.0 57.0 8i466.00 305.00 305:00 1(33.30 385*00 384•'JO 385.50 U.0 00 1'7.0 21.0 33.0 54.0 ww, � i V /A HAMMOND.COLLIER&WADE-- LIVINGSTONE ASSOCIATES. INC. CONSULTING ENGINEERS 1943-1985-- 42 YEARS OF PROFESSIONAL.SERVICE GEORGE R HAMNCNO.RE 4010 STONE WAY NOPTH WILLIAM P COLLIER,RE SEATTLE.WASHINGTON 9 8 1 0 3-8090 R[HOALMEE 0 ENL RLs N[T.iw L[pNGYOw.IL 5 uewvR MADE RE TELEPHONE (2061632 2664 RRUCE LIVINGSTONE RE I 000562 7707I WASH ONI..) RANGALL O MRMALA RE INEGEMCAG KERN JE ER GRrEAK<HER RE PO BOX 2967 N0.g XmgTAG RE 302 SOUTH MISSION STREET HARGLGE MAYNARD RE WENATCHEE.WASHINGTON 98601 TELEPHONE 1509)662 1762 May 2, 1985 Mr. Ed O'Brien Washington State P2partment of Ecology Mail Stop PV-11 I!! Olympia, WA 98504 Re: City of Renton Honey Creek Phase II Interceptor Dear Ed: Enclosed is a copy of addendum No. 1 to the referenced bidding documents. Several of the points referenced in Chris Hay--- letter of April 22, 1985 to Bob Bergstrom were considered appropr 4te for incorporation in the addendum. We will assist Bob in preparing other responses to the conditions out- lined in Mr. Haynes April 22, letter. Sincerely, Frederick G. Kern, P.E. FGK:s1E Encl : REPLY TO 0 SEATTLE 0 WENATCHEE 7(kX)o0u01X16x1tt,, A�1CxuMUlFilotllkXXx STATE OF WASHNGTON DEPARTMENT OF ECOLOGY Mad Sky) PV 11 • Okff ,a. .. t0uwton 465W • (06) 459^60tK' Apt 22, 1995 Mr. Robert Bergstrom City of Renton 200 Mill Ave. So. Seattle '4A 98055 Dear Mr. Bergstrom: Honey Creek Sewer Final Plans and Specifications The plans and specifications for the above-referenced prcject have In reviewed. This projec� consists of installation rf regulated ovet . iow structures from existing pump stations, approximately 300 lineal feet of 12-inch sewer with manholes, approximately 5,100 lineal feet of 12-inch curvilinear sewer adjacent to and within the Honey Creek stream- bed connected to the Phase I Honey Creek pump station. In accordance with RCW 90.48.110 and Chapter 173-240 WAC and on behalf of the Department of Ecology, the plans and specifications are hereby approved subject to the following conditions: li I . Verification that the location of the NE 17th PL sewer is not an a, tive slide area. 2. Submittal of calculations ve -ifying that the Honey Creek pump station hrs adequate capacity for the projected flows from the NE 17th PL sewer. Acknowledgment that downstream capacity improvements will accommodate this flow addition. 3. Submittal of an addendam changing the anchoring for the NE 17th PL sewer to every joint. 4. Submittal of the updated Hydraulics Permit from the Department of Fisheries. S. Verification that Union Ave. N.C. has 4 inches of asphalt-•concrete pavement. 6. Explanation of the net_J for number of, and location of willow transplants. We have concern about root intrusion into the ewer. Mr. Robert Bergstrom April 22, 1985 Page 2 This approval shall not relieve the owners of this facility from any responsibilities or liabilities as a result of noncompliance during con- struction or in operation of facilities approved herein. One set of the approved documents is beirg returned for your project records. Per letter dated March 19, 1985 from Ed O'Brien of this office, authorization to award bids will not be givan until the city commits to adequate emergency operating provis;ons at the Honey C.-eek pump station. If you haee soy euestions, please call Ed O'Brien at (206) 459-6089 or me. Sincerely, Chris A. Haynes, P.E. , Supervisor Facility Planning & Design section Municipal Pivie ;.ou CAH:sc Enclosure cc: Fred Kern, HCL&W, Inc. WDOE Regional Office - NWRO, Gary Brugger FPD Eng. Crant File - Rosemary Walrod I it t ALTERNATE I Note I.Driveway can 0,e reduced to a �pP thickness of„6 when a 10 gage I wire mesh 3 square pattern Is used JpP \ 2.dummy drivewhy l be Placed 18'In width o lly dummy)Pint shall be placed longitudinally � along E EXPANSION JOINT SLOPE 611 (TYo.I 4 � q \ EXPANSION JOINT (TYP) 90, 10 d_ M ,' EXPANSION JOINT (TYP) '4 See 'City Of Renton' Standard VAR. VAR. Detail For Depressed Crivewz EXPANSION JOINT Curb 8 Gutter -Type D 10°/ SLOPE ha MAX. a *. .: i:;.•4. toe SECTION A-A b} {T` - EXPANSION JOINT 4 ti�TERNATE 2_ JO / a EXPANSION JOINT (TYP.) a , to, 4„ GENERAL NOTES JOINTS Joints shall be Placed ca shown CITY OF R [ N T O N or as directed by the Engineer NePANTMRNT OF PUBLIC MONKS CONCRE. - concrete % ,Il be ClasselVal STANDARD INDUSTRIAL air entro,� J Portland cement concrete a COMMERCIAL DRIVEWAY em�� 4.14-6 rws ro PROCEDURES All wort shall be In accordance with the ee� plane and stecl/lcoMns or as directed by ewsem K `ate ,�� the Engineer. I a. nwwwee_ suaeT _ �y M. Booth Gardner _ `,4 Andrea Beatty Rinker XXxXXXxxx):XXX XXX'XXXXXXXXX 0 STATC <N Al%*#NGT<NJ DEPARTMENT OF ECOLOGY nand s�uv rw i� (_)rvrWia. waah,,�, „504 . 0 April 8, 1985 Mr. Robert Bergstrom Dept. of Public Works 200 Mill Avenue South Renton, 'WA 98055 AI'R 1 P 1985 Dear Mr. Bergstrom: Honey creek Interceptor Project Phase II - WFG 85-063 This letter confirms the verbal authorization for the City of Renton to advertise and to open bids for the Phase II portion of the Honey Creek Interceptor Project. The construction contract should not be awarded until you receive approval to do so from the Department of Ecology, nor should all bids be rejected without prior aniroval . After bids have been opened and you have determined the low respunsive, responsible bidder, please send me your recommended selection for bid award and two copies of the following items: 1. A certified tabulation of all bids received. 2. The proposed form and bonds from the successful bidder. 3. Proof of advertising, indicating the dates of circulation and time for receipt of bids. 4. Each addendum issued during the bidding period and acknow- ledgment of its receipt by the successful bidder. This project ias been determined to be 84% eligible. As indicated in Ed O'Brien's letter to you of Feuruary 26, 1985, Bid Item No. 26 (side sewer) is not eligible. The final eligible amount of your grant will be determined after bids are received. Please call me if you have any questions at 459-6102. inc rely, 172EiJ7,(� .. Rosemar, L. al rod Contract Officer Municipal Divisior RLW:sbh 039/B2 cc: ED O'Brien, WDOE S. K. Chung, WDOE Fred Kern; Hammond, Collier, dde-Livingstone ' Grant file r^ II Booth Gardner Andrea Beatty Kiniker XXItXXXXXXXXXX XXXXXXXXXXXX N � MATE (X WAS"NGTON DEPARTMENT OF ECOLOGY Mad Ship t'V-1) • (-XY")ia. WdaheMon 985U+ ♦ (2M) JS')b(Y March 29, 1985 Mr. Robert Bergstrom Dept. of Public Works 200 Mill Avenue S. Renton, WA 98055 Dear Bob: Honey Creek Interceptor Project Grant Number NFG 85-063 Please send me a copy of the City's contract for construction engineering services for the atcve referenced project for review as required by the grant agreement (Appendix A, _J page A-3). I would also like to have a copy of the dcct•mer.t issued by the City to comply with the State Environmental Policy Act for this prc,ject. Thank you for your kind assistance. S' Ely. losema ry L.' WaIrod Contract Officer Municipal Division RLW:sbh 052/B1 cc: Grant file Ai Il 1 1 +J 4 _ U �w ° fare+tur STATT Of W.ASHNCT(NJ DEPARTMENT OF ECOLOGY Mad Stop PF-I I e 04troa. Wa,"I.m 4"W • QOb) 454-UsP March 19, 1985 Mr. Robert E. Bergstrom, P.E. Engineering Supervisor City of Renton 200 Mill Avenue South Renton, Washington 98055 Dear Mr. Bergstrom: Honey Creek Sever i Ptnp Station I've reviewed your February 27, 1985 letter with attachments concerning emergency power provisions for the Honey Creek pump station. From the information available to me, the City of Renton should purchase a mobile generator for use at the Honey Creek N2 pump station. Our discussions have centered around the possibili-y of an agreement with another municipality for use of a generatoT on an emergency basis. SubsequentY;, you investigated use of a Bellevue generator-. The Bellevue Sanitary Sever System Power Outage Response Plan indicates that Bellevue has a need for all of its generators. The Lake Hills No. 12 pump station requires a 125 KW generator. Since Bellevue has only one 125 KW generator, it must be available for that station at all times. Bellevue has a total of four M generators serving 26 pump stations. WDOE's emergency power/storage requirements apply to the 10 year historic outage. I suspect (cannot confirm) that a 10 year outage in some areas of Bellevue's service area will require at least four generators to prevent sewage overflows. Therefore, Belleuve cannot spare any of it. generators. According to your lift station inventory, 16 pump stations do not have an emergency power connection capability. This must be corrected. However, it is not applicable to this project. A copy of this letter will be sent to the Northwest Regional Office for their information. Your Comprehensive Sewer Plan, 1983 indicates that R,_nton hae ICI 23 pump stations served by only one generator; and thLt generator Ca: 'it serve the Sunset or the new Honey Creek pump station. Renton should undertake an analysis to determine the number of generators it would need to prevent overflows during a 10 year power outage anywhere in its service area. The minimum number of generators needed is equivalent to the greatest numbe_ of pump stations needing power within + ,e timeframe of a 10 year outage. Please note that if storage of flow is part of the power outage plan, storage is defined as that volume above the high water alarm. The. new mobile generator is grant eligible. The amount of grant funds available depends upon the cost difference between the amount in the grant contract and the cost of phases 1, 2, and 3 of this project. Purchase of the generator should follow the City's regula- tions. Please keep Rosemary Walrod informed about procedures for obtaining the generator. Also, please remember that resolution of emergency power for the new Honey Creek pump station must precede award of the phase 2 contract. I would accept purchase of the generator, authorization from the City Council to obtain the generator, or submittal of speci°' �ations with advertisement for oids as suitable indica ,rs of reb motion. Please call me a_ (206) 459-6089 if you want to discuss this subject further. Sincerely, Ed O'Brien, P.E. Facilities Plan & Design Section Municipal Division y EO:lm cc: Mike Geisberg, Hammond, Colliar, Wade, Livingstone, Inc. Gary Grugger, NWRO/WDOE Rosemary Walrod, WDOE Grant File 069 CITY OF BELLEVUE SANITARY SEWER SYSTEM F'JWER OUTAGE RESPONSE PLAN � r Index Pege No. Purpose 4 Introduction 4 Description of Equipment 5 List of Qualified Personnel 6 General Location of Pump S'.ations (Map) 7 Procedure to be Followed When an Alann is Received 8 Individual Resp se Plans: Medina Power Substation Outage: 9 Yarrow Point P.S. Cozy Cove P.S. Hunts Point P.S. Fairweather P.S. Fvergreen East P.S. Evergreen West P.S. KW Power Substation Outage: 19 Lake Hills P.S. #19 Lake Hills P.S. flB Lake Hills P.S. U 7 Lake Hills F.S. f16 Phantom Lake Power Substation OutagL: 27 Lake Hills P.S. V 2 Lake Hills P.S. f5 Lakc Hills P.S. 14 South Bellevue Power Substation Outage: 33 Grange P.S. Meydenbauer P.S. Killarney P.S. Wilburton Power Substation Outage: 39 Wilburton P.S. Somerset Power Substation Outage: 43 Pleasure Point P.S. Factoria Po'.:er Substation Outage: 47 Newport P.S. Newport L.S. Bagley P.S. -2- D.O.E. General Correspondence S-29� 3+ Page No. Midlakes Power Substation Outage: 53 Palisades P.S. Northup Power Substation Outage: 56 Midlakes P.S. Overlake Power Substation Outage: 59 Lake Crest P.S. Medina City Hall P.S. Lochlcven Power Substation Outage: 64 Parker P.S. Nite: The 112th Street Pump Station is not included because it has an on-site generator. Lake Hills Pump Station l6 and 07 are not included because they are scheduled tc be eliminated by a gravity line in 1984. Report written in April of 1984. i i ' CITY Of BELLEVUE SANITARY SEWER SYSTEM POWER OUTAGE RESPONSE PLAN Purpose To provide an emergency response procedure that will be followed in order to provide auxiliary power to sewage pump stations in the event of a power failure. Introduction IThe following report describes the procedure to be followed in order to respond to a power failure that might occur at sewage Pumping stations as the result of any one Puget Power substation failing to provide power to the pumps it serves. Portable generators will be utilized as the back up power source and will be providing power within 90 minutes of notification of power failure. This plan consists of eleven separate emergency response plans, one plan to be used in the event of each particular substation failure (there are eleven power substations). I I I I -4- Description of Equipment Information on Generators: There are a total of 5 generators. 1 special generator provided specifically and exclusively for the Newport Lift Station. i Large 125 KW Generator primarily for the Lake Hills /12 Pump Station, It can be used at any of the pump stations in this report if necessary. 1 Large KEM Generator (Model #KDM40) capable of starting up to a 25 HP motor, It ran be used at all pump stations except Lake Hills W. 2 Small KEN Generators (Model AKDM20) capably: of starting up to a 10 HP motor. It can be used at all pump statin- s except Lake Hills 012, Grange, Wilburton, Midlakes, Medina City Hall , aao 1 ,wport Pump Station. Information on Trucks: The following trucks can tow the !25 KW Gene,•ator: S-51-1982 Dodge Dump - Asset 18596 - Lic. OD-30850 S-50-1973 Dodge Flatbed - Asset #8058 - Lic, ND-19926 The following trucks can tow the Large KEM Generator: 5-28-1972 Chev. 4x4 - Asset 0140OZ - Lic. /0-23710 S-20-1976 Chev. 3/4 ton - Asset #8174 - Lic. ND-235G7 The following trucks can tow the Small KEM Generators: S-21-1977 Chev. 112 ton - Asset #8255 - Lic. ID-23987 S-22-1977 Chev. 112 ton - Asset 08296 - Lic. /D-24821 S-23-1977 Chev. 1/2 ton - Asset i8298 - Lic, ND-24823 The Newport Lift Station generator can be towed behind any of the maintenance trucks with a trailer hitch. All other needed equipment is kept in the trucks and the) are kept fueled at all times, -5- List of qualified Personnel : The following personnel are capable of responding in the event of an emergency to set up and operate each portable generator unit listed on page 5 at the pump stations each u^it is capable of serving and which are covered in this report. NAME POSITION RADIO CALL # HOME PHONE l O.F. Dickineyer Field Supervisor 401 481-3566 Tom stracener Crew Leader 404 789-1416 Neal Meredeth Skilled Worker 11 407 333-6481 Gregg MacDonald Skilled Worker 11 411 271-5013 Mike 8urbridge Skilled Worker 11 406 641-3155 Kieth Hawkinson Skilled Worker 11 409 392-6278 Lnu Renville Skilled Worker 1 410 644-877� I Matt Everett Skilled Worker 1 4C5 644-7725 Dominic Figueiroa Skilled Worker 1 402 822-5321 Rich Johnson Skilled Worker I 412 774-6014 John Ramshur Skilled Worker 1 408 226-7073 All personnel , who are trained to hook up and operate the generators at each pump station, will review this procedure once every 6 months. This review will include actually taking each generator out to the pump station it is to be used at and hooking it up. -6- pet g sn s2� J y ,4 A• 1 2 wr/ U 06 9 27 9 2 � IS Q 35 Is 19 9 3 2 a -EIELLEVUESEWE - ,^pT.y SERVICE AREA 28 " -• HEII EVUE j �`�� CITY'limits SEWER PUMP 81 FLUSH STATIONS '"""'"` tw 1. VarroN Bar F.S. U. King E.S. 23. Newport L.S. OA. Lake Mnis No.12 P.S. 2. Varrw Paint P.S. 17. Thurston E.S. 21. Bagley P.S. 35. Sunrise Cove f.S. J. Coal, Cove G.S. le. Parker P.S. 25. Pleasure Point P.S. 36. Lake Hills No.6 P.S. I- Hunts ►Dint I.S. 15. Grange P.S. 26. Rlnley f.S. 37. 1.0, Hills No.S P.S. S. Hunts Point f.5. 16. Heydenbauer P.S. 27. M.dlakes P.S. Is. L e Hills Mo.6 P.S. 6. Ealreedher P.S. I/. Ellis F.S. 28. Palisades P.S. 79. L, • Willi 40.7 P.S. 7. Evergreen East P.S. 18. Cragln F.S. 29. Lakerldge V1ew APt.P.S. 8. Evergreen Best P.S. 19. Killarney P.S. 30. Lake Hills No.19 P.S. • Pup S,,tions 9. Long f.S. 20. 117th Ave. P.S. 71, Lake Hill% NO.18 P.S. a Plush Stnlms 10. Lake Crest ►,S. 21, Wiliburtun P.S. 32. Lake Hills No.17 P.S. 11. Medina City Hall P.S. 22. Newport P.S. 37. Lake Mills N0.16 P.S. 6 PUGII POWER SUBSIAIIONS SERVING SEVER PUW STATIONS ppdi,%t Medina -South Bellevue S,mcrset (25) KW `Y ,d .Uvrr lake `�Wllburtoo (!1) No,tbrup (77) a�Pew,. lake �l ochlevrn (IA) -iactorla Midlakes ('8) ♦/Ga _- r� a L• Procedure to be Followed When an Aland is Received; DURING WORKINC HOURS a general alarm is received at the maintenance building. The person receiving the alarm goes to the Telemetry Room to determine the nature of the problem. If he finds the problem to be a power failure, he will refer to the l +st of individual response plans in the index of this report to determine if the power failure is a substation outage or an individual pump station outage. (During a substation outage all the alarms for pump stations served by that substation will be on. ) If the problem is a power substation failure, the individual will contact O.F. Dickmeyer, Sewer Maintenance and Operations Supervisor, by phone (453-4889) or radio (Call N401 ) . who will then assign someone to coordinate the power failure response as per the appropriate section to this report. If O.F. Dickmeyer can net be reached then the individual who received the alarm will coordinate the power failure response as per this report. DURING NON-WORKING HOURS the utilities answering service receives a general alarm and notifies the person on standby. This person will either go to the Telemetry Room himself to determine the nature of the problem, or call a person from sewer maintenance to do it. If the person finds the problem to be a power failure, he will refer to the list of individual response plans in the index of this report to determine if the power failure is a substation outage or ar individual pump station outage. (During a substation outage all the alarms for pump stations served by that substation will be on. ) if the problem is a power substation failure, the individual will then refer to the appropriate substation outage procedure in this report and follow the Instructions in that section. I� -8- Medina Power Substation Outage Pump Stations Affected: YARROW POINT N.E. 42nd St. W. of 92nd Ave. N.E. COZY COVE On lakeshore 700' N. of N.E. 32nd St. 500' E. of 82nd Ave. N.E. ' HUNTS POINT N. end of 82nd Ave. N.E. on Hunts Point FAIRWEATHER BASIN Easement on S. extension of 82nd Ave. N.E. adjacent to N. edge of P.S.H. 520 ' EVERGREEN EAST 100' S.W. of lakeshore on Lake Lane EVERGREEN WEST 700' E. of shoreline on S. side of house 3451 7f*h Ave. N.E. ' Equipment nee.ed: The Large KEM Generator 4 1 Truck (Lie. AD-23710 nr D-23567) to tow it. Both Small KEPI Generators 2 Trucks (Lic. Vs D-23987, D-24821 or D-24823) to tow them. Dispatch Procedure: Call in a total of 6 qualified personnel (refer to the list of qualified personnel contained in this report ci page 6) . Send the Large KEM Generator and 2 people to the Fairweather Basin Pumping Station. It will remain there until power is restored. Send one Small KEM Generator and 2 people to the Yarrow Point e:Imping Stati--n. When this station is pumped down the generator will Le taken to the Evergreen East Pumping Station. it will then be taken to the Evergreen West Pump Station and then to the Hunts Point Pump Station. This procedure will then repeat, starting with the Evergreen East Pump Station, until power is restored (the Yarrow Point Pump Station will not be revisited by this generator) . Send one Small KEM Generator and 2 people to the Cozy Cove Pump Station. When this station is pumped down the generator will he taken to the Yarrow Point Pump Station. This procedure will then repeat until power is restored. -9- Transfer Switch and Emergency Power Rerptical Location: See the following site sketches and typical detail drawing for aid in locating generator hook ups and throw switches for each pump station. -10- KW Power Substation Outage Pump Stations Affected: LAKE HILLS #19 On lakeshore at 1820 W. Lake Sammamish Blvd. N.E. LAKE HILLS 118 On lakeshore at 1082 W. Lake Sammamish Blvd. N.E. I LAKE HILLS 117 ` On lakeshore between 630 and 636 W. Lake Sammamish Blvd. N.E. ` LAKE HILLS 116 On lakeshore between 248 and 256 W. Lake Sammamish Blvd. N.E. Equipment needed: One Small KEM Generator I Truck (Lic. ID-23987, D-24821 or D-24823) to tow it. Dispatch Procedure: Cal, in a total of 2 qualified personnel (refer to the list of qualified personnel contained in this report on page 6). First they go to Lake Hills Pump Station 119 and secure the flushing valve. Then they take the Small KEM Generator to Lake hills Pump Station 116. When this station is pumped down, the generator will be taken to the Lake Hills Pump Station 017. It will then be taken to Lake Hills Pump Station 118 and then to Lake Hills Pump Station 11,. This procedure will then repeat until puwer is restored. When this procedure is repeated it will end at Station #18. Station 119 will not bE revisited except to open the flushing valve after power has been restored. Flushing Valve, Transfer Switch and Emergency Power Receptical Location: See the following site sketches and typical detail drawing for aid in locating the flushing valve at station 19, as well as generator hook ups and throw switches for each pump station. -19- Phantom Lake Power Substation Outage Pump Stations Affected: LAKE HILLS 112 251 W. Lake Sammamish Blvd. N.E. LAKE HILLS /4 16035 S.E. 9th Street on S. side of street LAKE HILLS 15 16737 at end of S.E. 12th St. ` Equipment needed: II The Large 125 KW Generator 1 Truck (Lic. t0-30850 or D-19926) to tow it. One Small KEM Generator 1 Truck (Lic. /D-23987 , 0-24821 or D-24823) to tow it. Dispatch Procedure: Call in a total of 4 qualified personnel (refer to the list of qualified personnel contained in this report on page 6) . Send the Large 125 KW Generator and 2 people to the Lake Hills Pump Station 112. It will remain there until p-wer is restored. Send the Small KEM Generator and 2 people '.o the Lake Hills Pump Station 04. When this station is pumpe down the generator will be taken to Lake Hills Pump Station 05. This prucedurc will then repoat until power is restored. Transfer Switch and Emergency Power Receptical Locations: See the following site sketches and typical detail drawing for aid in locating generator hook ups and throw switches for each pump station. -27- iSouth Bellevue Power Substation Outage Pump Stations Affected: GRANGE S.E. Bellevue P1 , and Meydenbauer Way MEYDENBAUER W. side of 100th Ave. S.E. 140- S. of S.E. Shoreland Dr. KiLLARNEY 100th Ave. S.E. and lakeshore at approx. S.E. 23rd St. Equipment needed: The Large KEM Generator I Truck (Lic. ID-23710 or D-23567) to tow it. One Small KEM Generator 1 Truck (Lic. ID-23987, D-24821 or D-24823) to tow it. Dispatch Procedure: Call in a total of 4 qualified personnel (refer to the list of qualified personnel contained in this report). Send the Large KEM Generator and 2 people to the Grange Pumping Station. It will remain there until power is restored. Send the Small KEM Generator and 2 people to the Meydenbauer Pumping Station. When this station is pumped down the generator will be taken to the Killarney Pump Station. This procedure will then repeat until power is restored. Transfer Switch and Emergency Power Reccptical Location: See the following site sketches and typical detail drawing for aid in locating generator hook ups and throw switches for each pump station. r r r -33- Wilburton Power Substation Outage Pump Stations Affected: WILBURTON S. of 1111 - 118th Ave. S.E. on W. side of road. Special Note: The Wilburton Pump Station currently has a storage capacity that is good for several days of no power, therefore, this station should present no problem. Equipment Needed: iThe Large KEM Generator 1 Truck (Lic. fD-23710 or D-23597) to tow it. Dispatch Procedure: No action need be taken until the high water alarm goes off and this is not expected to occur until the station has been without power for several days. The station should be inspected ev^ry 24 hours during the power outage to determine the need for pumping if there is a question as to the reliability of the high water alarm. If it is detennined, through the receiving of an alana or inspection, that pumping is necessary then a total of 2 qualified personnel will be called in (refer to the list of qualified personnel contgined in this report on page 6). They will take the Large KEM Generator to the Wilburton Pump Station and return after it has been pumped down. Transfer Switch and Emergency Power Receptical Location: See the following site sketch and typical detail drawing for aid in locating the generator hook up and throw switch. -39- i tScmerset Power Substation Outage Pump Stations Affected: PLEASURE POINT On Pleasure Point 100' E. of shoreline near Pleasure Point Ln, and ' extension of S.E. 56th St. Equipment needed: One Small KEM Generator 1 Truck (Lic. iD-23987, 0-24821 or 0-24823) to tow it. Dispatch Procedure: Call in a total of 2 qualified personnel (refer to the list of qualified ' personnel contained in this report on page 6). They will take the Small KEM Generator to the Pleasure Point Pump Station and remain there until power is restored, Transfer Switch and Emergency Power Receptical Location: ' See the following site sketch and typical detail drawing for aid in locating the generator hook up and throw switch, ' -43- Factoria Power Substation Outage Pump Stations Affected: NEWPORT PUMP STATION Cul de sac off Skagit Key in Newport Shores at approx. S.E. 42nd St. NEWPORT LiFT STATION On W. side of St. at 68 Cascade Key in Newport Shores BAGLEY PUMP STATION ` On easement N. of 4833 Lakehurst Ln. S.E. IEquipment needed: The generator specifically for the Newport Lift Station ' 1 Truck (Any truck with a trailer hitch) to tow it. The Large KEM Generator 1 Truck (Lic. OD-23710 or D-23567) to tow it. ' Dispatch Procedure: Call in a total of 4 qualified personnel (refer to the list of qualified personnel contained in this report on page 6) . Send the generatoe for the Newport Lift Station and 2 people to that station. It will remain there until power is restored. Send the Large KEM Generator and 2 people to the Newport Pumping Station. ■ when this station is pumped down the generator will be taken to the Bagley ` Pumping Station. it will then return to Newport Pump Station and the above pro(.edure will be repeated until power is restored. ' Transfer Switch and Emergency Power Receptical Location: See the following site sketches and typical detail drawings for aid in ' locating generator hook ups and throw switches for each pump station. -47- Midlakes Power Substation Outage Pump Stations Affected: PALISADES On easement 360' E, of 136th Ave. N.E. and 570' S. of Bel-Red Rd. Equipment needed: One Small KEM Generator 1 Truck (Lic. fD-23987, 0-24821 or D-24823) to tow it. Dispatch Procedure: Call in a total of 2 qualified personnel (refer to the list of qualified , personnel containLd in this rr,;ort on page 6). They will take the Small KEPI Generator to the Palisades Pump Station and remain there until power is restored. Transfer Switch and Emergency Power Receptical Location, y See the following site sketch and typical detail drawing for aid in locating the generator hook up and throw switch. i Northup Power Substation Outage Pump Stations Affected: IMIDLAKES E. end of N.E. 14th St. 1 .130' E. of 124th Ave. N.E. IEquipment needed: The Large KEM Generator 1 Truck (Lic_ k0-23710 or D-23597) to tow it. Dispatch Procedure: ' Call in a total of 2 qualified personnel (refer to the list of qualified personnel contained in this report on page 6). They will take the Larae KEM Generator to the Midlakes pump Station and remain there until power is restored. Transfer Switch and Emergency Power Receptical Location: See the following site sketch and typical deta ;l drawing for aid in ' locating the generator hook up and throw switch. i 1 i -56- Overlake Power Substation Outage Pump Stations Affected: LAKE CREST 160' E. of shoreline on access Rd. on N. side of house I j MEDINA CITY HALL S. end of 76th Ave. N.E. near S .E. corner of Medina City Nall lEquipment needed: The large KEM Generator 1 Truck (Lic, 10-23710 or D-23567) to tow it. Dispatch Procedure: Call in a total of 2 qualified personnel (refer to the list of qualified personnel contained in this report on page 6). They will take the Large KEM Generator to the Medina City H311 pumping station. Remain here until power has been out for 3 hours or until the high water alarm goes off at �:te Lake Crest Pumping Station, whichever occurs first, then go to the Lake Crest Station, pump it down and return to the Medina City Hall station. Repeat the above procedure until power is restored. (The Lake Crest Station will be visited at least every 3 hours during the power outage according to this procedure.) Transfer Switch and Emergency Receptical Location: See the following site sketches and typical detail drawings for aid in locat;rig generator hook ups and throw switches for each pump station. i i -59- Lochleven Power Substation Outage I Pump Stations Affected: PARKER On lakeshore at Meydenbauer Bay Park Equipment needed: One Small KEM Generator 1 Truck (Lic. /0-23987 , D-24821 or D-24823) to tow it. Dispatch Procedure: Call in a total of 2 qualified personnel (refer to the list of qualified personnel contained in this report on page 6). They will take the Small KEM Generator to the Parker Pump Station and remain there until power is restored. Transfer Switch and Emerqency Receptical Location: See the following site sketch and typical detail drawing for aid in locating generator hook up and throw switch. Note: The Parker Pump Station is scheduled for replacement in 1985 at which time an on site generator will be provided. M M M -64- ff � 11VG Governor I)1IPC10! STATL C* WASHWUoN DEPARTMENT Of ECOLOCY 1�tNfY�1A/�.�i Mdd stop Pt t t • CNympw, WdshMton 48504 • (20b) 45" March 18, 1985 II 9 1 85 Mr. Bob Bergstrom, P.E. City of Renton Municipal Building Renton, Washington 98055 Dear Mr. Bergstrom: Subject: Honey Creek Phase I Construction Management I believe that the Construction Management Meeting held on March 6 was constructive and we had a chance to know each other's expectations and roles. It was agreed that the City would have the contractor submit progress schedules alor.3 with their monthly partial progress payment requests, and we discussed the conditions under which the contractor would revise the schedules. The contractors will be required to submit a revised updated schedule if the actual progress is two weeks behind or four weeks ahead of the schedule. This clarification of the engineer's requires,ents would be necessary. I commented that the proposed change order form included in your quality assurance plan did not have space for any changes relating to construction time. Your new APWA change order form which you handed out to the contractor during the preconstruction conference meeting did not have a line for the time change either. Whether the time element is on the form or not, it is important to clarify any affect in contract time associated with any change. I like to underscore the fact that all change orders should spell out time element of the change order. I would like to be informed of all major changes in advance, but unless (1) the change order costs exceed $10,000 or (2) they are significant changes from the original design concept, or (3) the Bob Bergstrom March 18, 1985 Page Two of Two change poses potential adverse environmental impact, I would like to review the change orders after it has been reviewed and executed by your City. All change orders sl,.ouH be mailed to WDOE project officer, Ms. Rosemary Walrod; please send two copies of the change orders. Should Lhere be anything I can be of help to you on the project, please call me at 459-6086. Sinceerrely,y, S. x. Chunq, E. Construction anagement Municipal Division SKC:lm cc: Fred Kern, Hammond, Collier, Wade s Livingstone Rosemary Walrod, WDOE Myron Saikewicz, WDOE 034 e11, lot! oe)N.uD W nxlos tM«ti« STATE OF W k,"NGTON DEPARTMENT OF ECOLOGY Mail 51cy) PV-11 s (MnKuu washin[;ton 995(4 • (2%) 459-6" March 6, 19P5 D Mr. Robert Bergstrom M0 7 1985 City of Renton 200 Mill Avenue South Seattle, Washington 98055 Dear Mr. Bergstrom: RENTON HONEY CRERR GRAVITY SIMER PRRLIMIMARY P a S I have reviewed the technical specifications submitted last week by your consultant, Fred Kern. Mr. Kern and I discussed a list of questions and comments which I had on the documents. Mr. K, rn was able to satisfy most of my concerns. Consequently, I've only two comments which need a written response prior to submittal of the final plans and specifications. 1) Section 47-2.03 Fertil4ver I will need an indication from the Department of Fisheries that this specification is acceptable. I am concerned about possible adverse effects of fertilizer runoff into the stream; 152 lbs. of nitrogen per acre with 92 lbs per acre of that to be supplied from ureaform or ureaformalAehyde is specified. 2) Section 62-1 Pipe Laying, Jointing, and Testing The specification doesn't conform to State standards. The special construction provisions outlit.ed in the Criteria for Sewage Works Design apply to sewer pipe laid at any vertical distance above a water line. The provisions apply horizontally to 30 feet from the outside of the sewer pipe. All of my written comments must :cave a written response. Plans and specifications will not be approved until I have an indication from the Fisheries Department that the design meets the requirements of the Hydraulics Permit. Grant regulations require that grantees not advertize for bids until WDOE approves the final plans and specifications. Mr. Robert Bergstrom March 6, 1985 Page Two of Two Finally, 1 remiri you that this contract cannot be awarded until the emergency power provisions for the new pump station are agreed upon by us. Please contact me if you have questions. sin cerely, G Ed O'Brien, P.E. Municipal Division EO:lm cc: Rosemary Walrod Fred Kern, Hammond, Collier, Wade 6 Livingstone Gary Brugger, NWRO/SiDOE FPD Engineer a 1(1HN >PUiMAti A DONALD N 4V , GU\Yfl\Of p Fhmaw STATE OF WASHNICT(NJ DEPARTMENT OF ECOLOGY Mad Stop PV-11 a Oly"w, WjOwW(on 985(M a (A*) 4596= March 6, 1995 The Honorable Barbara Y. Shinpoch Mayor, City of Renton 200 Mill Avenue South Renton, washington 98055 Dear Mayor Shinpoch: Enclosed are three (3) copies of the Referendum 39 Grant Agreement between the State of Washington Department of Ecology and the City of Renton. This agreement is for the provision of funds for the construction of the Honey Creek Sewer project. Please review this document carefully. If you find it acceptable, sign all three conies and return them to me. It will complete the signature process and return a fully executed copy to you for your records. If you have any questions, please call me at 459-6102. c sly, Rosemary Ot. Walrod Contract Officer Municipal Division RI,Nt lm lnclosucee cc(LXobert Bergstrom, City of Renton Grant Pile 040 q�����y� y� yy AYA )MXXtil XXX.XX d C XX,M"XKXl1W1XX l dpl9llilr '1 �� [1Vr111 1 S7ATf 11F WASNINGR)N DEPARTMENT OF ECOLOGY Mad Stop PV-II • 04,npna. Wao-hxg,t[u, 9851W • (RX,) 451,hb(A r- February 27, 1985 Mr. Robert Bergstrom Public Works Department 200 Mill Avenue S. Renton, WA 98055 Dear Mr. Bergstrom: Bid Award Honey Creek Interceptor Project We have reviewed the results of the bidding and concur in the award of bids for your project as follows: Schedule A to R. L. Alia Co. for $96,940.50 Schedule B to R. L. Alia Co. for $31,612.40 Schedule C to R. W. Scott Construction Co. for $95,000 Schedule D to R. W. Scott Construction Co. for $79,295 This letter serves as written confirmation of verbal authorization to award bids issued February 26, 1985. Schedule B work which is related to waterline construction is net eligible for grant funding. New side sewers are also ineligible. Bid items 6, 7, and 11 of Schedule A are not grant eligible. All costs for this work should be clearly separated from grant eligible costs so that no confusion will exist at the time of final audit of project costs. Please note that a draft operations and maintenance manual must be submitted to the Department by 50% construction. A final manual must be submitted and approved by 90% construction, When the contractors provide you their CPM's, you should utilize that information to develop your schedule for submittal of the O&M manual. Please call me if you have any questions at 459-6102. 0 Rosemar L. Walrodalrod Contract Officer Municipal Division R L W:sbh Cc: S, K. Chung, WDOE Ed O'Brien, WDOE Grnnt file MEMORANDUM TO QkQr� reek �a � �iQ DATE FPl 26 h/gF'i5 11 FROM CSCI� S(40t SUBJECT 7 reefc c� apvcral 4c hw. 4 Iy t ✓c,%c T old (.6j. t4J�rrjj i C7KEciM STATE (W WA.%WlrTCNJ DEPARTMENT OF ECOLOGY Mad 5top PV-Il • Otyrrpia. Was"ron 1185N • (206) a59-&W Pebraary 26, 1985 Mr. Robert E. Bergstrom, P.E. City of Renton 200 Mill Avenue S. Renton, WA 98055 Dear Mr. Bergstrom: Renton Honey Creek Gravity Sewer Preliminary P&S I have completed a review of the preliminary plans and specifications which were submitted on January 14. The vpecifications did not include any technical provisions nor special provisions beyond page SP-10. Your consultant, rred Kern, is sending these missing pages to me for review. Please provide a written response to the list of commends enclosed with this letter. These comments were briefly summarized to Mr. Kern in a telephone conversation. You should not print final copies of the plans and specifications until you receive my agreement with your responses. To retain grant eligibility for the project , please do not advertise for bids until the Washington Department of Ecology (WDOE) reviews and approves the final plans and specifications. WDOE approval of contract award is contingent upon resolution of the standby power requirement for the new pump station. If you have any questions, pleae call me at 206/459-6089. Sincerely, b '3" - Ed O'Brien Municpal Division EOB:v D4/a3 Enclosure cc: Fred Kern, HCL&W-A, Inc. Gary Brugger, NWRO Grant File, Rosemary Walrod COMMENTS 1 . Representatives from the Department of Fisheries should review and approve that the plans and specifications conform to the conditions of the Hydraulics Permit . My review indicates that the documents may not satisfy some provisions of that permit , i.e. : (1) brush and tree plantings above gabions aren't indicated, (2) the "Trench Section in Streambed" detail doesn' t conform to provisions 3 and 7e of the permit; (3) angular rock for banklines at stream crossings isn't specified, and (4) limits of scour rock at stream crossings isn't indicated. • ) 2. Plans must show maintenance road construction and road detail . :,etail of bridges for stream crossing must be provided and approved by Department of Fisheries. ' 3. Maintenance road construction ends at STA 68+30. How will sewer above that point be serviced? 4. Please provide reasons for construction of culverts at STA 66+40 and STA 68+50. How were culvert sizes determined? 5. Side sewer construction, bid item no. 26, is not grant eligible. 6. Sheets 3, 4 and 6 indicate sections of sewer with greater than 400 feet distance between cleanouts. Four hundred feet is the maximum distance allowed by the Criteria for Sewage Works Design. Please jut ify the greater distances. Greater distances can be a11ioed if the munici- pality has cleaning equipment which can reach that distance. 7. A note on sheet 6 concerning site site sewer installation is not complete. 8. The 36-inch water main elevation on sheet 6 conflicts with the proposed sewer . CinfOrmation of the location of all water lines on Union Ave relative to the proposed sewer is necesssary. The technical provisions and details in the plans must show conformance to WDOE criteria for' water/sewer clearance. 9. Please verify completion of all permits (county, shoreline?) and easements. These are necessary prior to bidding. 10. Please explain the need for the correction between manholes #1 and 03 on sheet 6. 11. The performance bond doesn't specify 100 percent bid coverage. The bidding documents must specify a completion time, a time to award the contract, and the liquidated damages. l5 t ' K)HN SPELLMAN [xxr�ur w M[xn Governor prp,n" STATE Of WAWNGTCNN DEPARTMENT OF ECOLOGY Mad SWE+ PL-I I s (*rrpw W'ashffWnon 9N3(N • (106) 459.6W) M = MOR AM D �1 February 2s, 19e5 TO: Rosemary Walrod i FROM: S. K. C ung SUBJECT: CITY OF RENTON - HONEY CRKKK SENKR PEASE I I I have reviewed the Quality Assurance Plan for the subject project I and have the following comments: Section III A. Construction Schedule Methodology The Quality Assurance Plan showed overall City of Renton Sewer Project schedule and its inter-relationship in Section TV. It is helpful but the Quality Assurance Plan is not specific as to what type of scheduling method is going to be employed nor the specific conditions under which the contractor's schedule to be updated. The contract specification Section 8-1.03 PROGRESS SCBEDDI.K is not specific as to under what condition the contractor has to update his schedule either. This should be discussed in detail during the pre-construction conference with the contractor. Section III D. Iten 7 and 8 All major ^hanger to the contract require prior approval by WDOE. T, is includes any item exceeding $10,000, change of designed '_reatment process, and by-passing raw sewage. I prefer reviewing completed, executed copies of the change orders, unless they are "major" modifications. I have to be informed of all the changes and proposed changes. Standard Change Order form attached in the Quality Assurance Plan need to include: 1) Increase or decrease of contract time. 2) Cummulative total contract amount including the change order. Since the Quality Assurance Plan requires to submit the construction schedule (when the owner receives it from the contractor), and • ill have a CM Meeting with the City as soon as the Ci :l sets up the pre-con- struction conference, its discrepancies of the Qualtiy Assurance Plan will be discussed fully at the CM Meeting and the minutes of the meeting may become part of the Quality Assurance Plan. Therefore, you may assume that the grantee has satisfied the Quality Assurance Plan requirements of the grant contract. SRC:lm 005 CC: Bob Bergstrom, City of Renton OF R4 �y ,} O PUBLIC WORKS DEPARTMENT z _ DESIGN/UTILITY ENGINEERING 0 235-2631 p >% MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH.98055 9 � o�,rEO SEP'toRK BARBARA Y. SHINPOICH MAYOR Ftiruary 4, 1985 Washington State Department of Ecology Mail Stop PV-11 Olympia, WA 98504 i Attn: S.K. Chung, P.E. Construction Management Municipal Division Gentlemen: Pursuant to your requests for a Construction Quality Assurance program bound herewith is a plan for the Honey Creek Sewer Project. Please advise us when you are ready to review this detail and hold the construction management meeting referenced in your letter -f January 17, 1985. Sincerely, REB:jkg Robert E. Bergstrom, P.E. Encl. cc: Fred Kern, HCW-L Ed O'Brien, DOE Rosemary Walrod, DOE RVIX-2850 City of Renton, Washington Honey Creek Sewer Project S-296 Quality Assurance Plan Table of Contents 1. Elements of Quality Assurance Plan A. Construction Schedule Metnodology B. City of Renton Construction Organization C. Quality Control Testing D. Change Order Process E. Technical Records Handling F. Construction Surveillance - Monitoring 1I. General Project Description 111. Description of the Quality Assurance Elements for Honey Creek IV. Schedule of Activities Chart V. Organizational Chart City of Renton, Washington Honey Creek Sewer Project Quality Assurance Plan Project S-295 Prepared by City of Renton, Washington, public works staff in coopera- tion with Hammond, Collier S Wade - Livingstone Associates, Inc. 1. Elements of the Quality Assurance Plan are as follows: A. Construction Schedule Methodolgy 1. Scheduling Method 2. Method for Ensuring Updating of the Schedule f (i) Update Frequency (ii) Identification of hesponsibility for Schedule Update (iii) Strategy for Ensuring Timely Contractor Schedule Updates B. City of Renton Construction Organization 1. City Public Works Organization and Project Administration Responsibility. 2. HCW-L (Consultant) Support Personnel 3. DOE Review C. Quality Control Testing 0. Change Order Process F. Technical Records Handling F. Construction Surveillance - Monitoring 1. Monitoring Responsibility 2. Monitoring Frequency 3. Deficiency Resolution 4. Inspector Qualifications 5. Budget I1. General Project Description The Honey Creek Sewer project is a three phased construction program funded in part by City of Renton Water/Sewer Utility Funds, and State Referendum No. 38 Washington Future Funds. The three program phases are: Phase I - Four Schedules Schedule A - Sewer Force Main Schedule 6 - Water Main (Non-Grant Element) Schedule C - Sewage Pump Station Schedule D - Power Supply Phase II - Gravity Interceptor Sewer Phase III Rebuilding sectors of existing sewers to receive sewer force main discharge. Phases I and II of the system will not be made operational until the entire project is complete in the Fall of 1985. The only significant time constraint on the entire Honey Creek project is the Hydraulic Permit. The Department of Fisheries has required all work on Phase II, the Gravity Sewer Line, to be limited to a period between July 25 and October 1, 1985. III. A description of each of the required Quality Assurance elements (referenced in section 1) for the Honey Creek project are as follows: A. Construction Schedule Methodology The Honey Creek project construction schedule is a formal summary of planned construction activities, their sequence, interrelationships, durations, and terminations. The project construction schedule is a vital component of contract administration and is necessary for the coordination of the activities of all involved parties, including those of the grantee, consulting engineer, contractors, and/or subcontractors. In addi on, the construction schedule serves as a basis for evaluating change orders and contractor disputes arising from delay, suspension, and acceleration and thereby reduces project costs. Finally, an updated construction schedule is a critical too] for allowing the owner to relate project status to fiscal outlays. 1. The scheduling method that will be utilized integrates all activities required to ensure proper contracts administration, surveillance, survey control, necessary operations pldn and "as constructed" features documenta- tion. A chart illustrating interface of various office and field activities related to scheduling is included as Section IV. 2. The short time frame for construction of key elements, particularly for the gravity creek vicinity interceptor, requires close monitoring of con- tractors adherence to schedules. The principal initiative is to immediate- ly identify any apparent delays to the contractor's proposed schedule and make appropriate official notification of the coriiractor per construction documents Section 8-1.03 - when necessary. projec*. Scheduling of the contract specifications. Weekly meetings agenda of the consultants inspection personnel and construction project manager will include a specific evaluation of project status for each phase. late spring and summer month activities will include concurrent work on 2 and possibly 3 phases of work. Thus surveillance personnel scheduling must allow for several inspectors working concurre.ttly on the total project. i B. Owner Construction Surveillance Organization i Responsibilities for construction quality assurance involve three agencies. 1. the (owner) City of Renton Public Works staff has overall respon- sibility for administering the contracts as related to: o Progress and fina'i payments o Change orders o Determinations of interim financing and taking other legally binding actions relative to the contract. 2. The (consultant) Hammond, Collier & Wade - Livingstone has responsibility for: o Survey control o Monitoring contractor progress o Determining acceptability of contract work o Anticipating and advising the Owner of delays or changes o Preparing recommendations for payment and change orders if required, o Preparing operations plans, manuals in cooperation with the owner o Documenting as constructed features and providing appropriate statements of compliance to regulatory agencies for work complet- ed 3. The Washington State Department of Ecology is responsible for ascertaining that: o An appropriate Q.A. program is followed. o Statements of compliance prepared o Estimates of grant monies requirements are maintained current and regularly provided to DOE. In particular the Department of Ecology's responsibility relates to assuring that the owner maintains RCW compliance relative to pertinent waste water program guidelines. Personnel assignments are as follows: I . OWNER The City of Renton Public Works staff represents the Owner; the City of Renton. Dick Houghton: Director of Public Works keviews and Approves all Change Orders Reviews and Approves all Progress Payments Provide Project Oversite and Project Acceptance Bob Bergstron: Engineering Supervisor Reviews all C.O. 's, Progress Payments and Schedule Progress Represents City in Meetings and Daily Project Management Activities Z. CONSULTING ENGINEER Hammond, Collier & Wade - Livingstone Associates, the project design- ers will be retained by the City to provide construction survey control , monitoring, and to assist in preparing the quality assurance plan and plan of operation. Personnel involved with various elements of design will approve shop drawing and review submittals pertinent to the specific design assignments they complete. Fred Kern P.E. Project Manager Prepares quality assurance plan Lnd budget in cooperation with City assigns and adjusts consultant staffing as required to complete all cnnsul- tant responsibilities for construction related activities. Provides shop drawing review for elements of design work prepared and stamped by Fred Kern. (Phases II and I1I). Mike Gisehurt, E,I.T. Provides support work on design related submittals and field engineering. Larry Larson, Construction Manager In addition to monitoring he reviews all procedures used by iniividual project inspectors and assists each of the inspectors for the three phases in preparing timely reports. With several projects proceeding at e'ffe r.nt 4 times Larry will review and advise the project manager of staff adjustments required to efficiently staff the monitoring work. Dale Erdahl , P_L.S. , Y.en Edington, P.L.S. Construction staking wiii be coordinated by one of HCW-L's profession- al surveyors. Additional Survey Mon`.toring Personnel Personnel selected to augment monitoring survey assignments will be permanent staff members specifically trained in construction monitc�;ng and surveying. Bruce Livings terp, P.E. Reviews statiing assignments, service fees, and budget witl, project manager. Provides shop drawing review for elements of project design prepared and stamped by Bruce Livingstone. (Phise I). 3. DOE The Owner and consultant will prepare and submit proper documentation to DOF for Quality Assurance and Plan of Operation. DOE personnel responsible for rev-ews and approvals. S.K. Chung: Construction Manager/Project Engineer 1. Interim and Final Construction Inspection 2. Reviewing and Approving/Disapproving Technical Changes Proposed During Construction 3. Review Grant Eligibility of the Approved Change Orders Rosemary Walrod: Project Officer 1. Develop and Maintain Project File 2. Keeping Track of Progress Payments 3. Perform Administration Inspections 4. Pr-)jects Closeouts 5. Change Order Review for Grant Eligibility C. Qualicy Control Testing Principal materials that require quality verification include trench backfill . The contractor is required to advise the Owners representatives of adequacy of the finished product by independent cuality assurance procedures. Independent testing of densities, creek scour protection rock gradation and other procedures will be completed as required by HCW-L to review the contractor's throughness in quality assurance control . HCW-L has nuclear density measuring equipment which will be used in appropriate locations. The bulk of quality control testing, including T.V. video scans, is the responsibility of the contractor and his procedures will be reviewed and documented by monitoring personnel . D. Change Order Process Changes on a project of the Honey Creek size should be antici;ated. Planning for underground utilities work changes, particularly in the creek area, requires care in setting up a procedural framework to easily, equitable and economically adjust the contract if necessary. A.P.W.A. Standard Specifications as modified and amended by City of Renton provide a solid basis for administering the contract. The design team has retained the firm of Shannon & Wilson to provide on site expertise of excavated areas. Prior to giving a notice to proceed to various phase contractors we will be reviewing with gertech personnel sensitive areas of excavation in preparation for construction contingency. During the contractors preconstruction conference the subject of changes will be thoroughly addressed as the changes relate to claims or requests for change orders. We have planned for and will immediately be prepared to provide expertise on any specialized soils problem iF and as they are encountered. This procedure will minimize claims by providing the contractor direct access to best geotechnical advice. Acknowledging that changes can occur, aiscussing potential problems and the means by which they will be resolved before they are encountered is the Owner strategy in deailing with these changes. The generalized procedure for identification of and negotiation of change orders, is as follows: 1. Monitoring personnel immediately advise the construction manager of any suspected difficulties related to unforeseen construction. 2. Construction Manager reviews the identified situation and advises the project manager of any matter which he believes requires further attention. 3. Project manager arranges for special review (geotechnical or other) and works with the construction manager in setting up an on the spot meeting with the Owners representative and contractor personnel to thor- oughly discuss the situation and establish a fair basis of evaluation of any chance. 4. If a change order is appropriate the construction manager and project manager will immediately request for change order proposal from the contractor to be submitted prior to proceeding with further work. DOE will be advised that a change order proposal is in progress. 5. After Owner and consultant have receipt of a contractor's timely response to a proposal request, the consultant will review the proposal and prepare a recommendation. 6. With Owner input and concur •ence the owner with consultant support will negotiate a change order. 7. A copy of the proposed change order will be transmitted to DOE for review and approval . 8. Subsequent to receipt of formal DOE approval on authorization for change order can be made after official city approval . The principal objective in this change order process is to: a. Quickly identify and discuss openly with the contractor any potential changed conditions. b. Offer immediate on call expertise from geotechnical consultants to assist in evaluation of probable extent and best means of reducing diffi- culty or change. c. Thoroughly review, during preconstruction meeting, with the contractor, the requirements for quick decisive resolution of any changed conditions affecting the contract. Because the nature of the construction is somewhat specialized, in creek and sewer replacement work, near full-time inspection is considered mandatory to minimize change orders and keep the project moving. The format for change order agreement is attached, this form is an integral part of the A.P.W.A. , 1981 standard documents. Negotiations of change orders will be completed using these procedures. suitidend Forme (STANDARD FORM No.O) i (PUBLIC AGENCY) CONTRACT CHANGE ORDER AGREEMENT €, Contrail,., t r Contracts Summary of Proposed Change:______ -- -- 3i Plan Revisions: _ Dwg. r_ Nev. M Specifications Rovisions: Paae M� Paragraph M New Plan,or Price Change_— Lump Sum _Increase S or Decrease or Unit Prim Item Qua itity, Price _ Increase or Deaease Total S —or S Signatures: Contractor, _—Date Engineer Date Approved By:_ 19 (rhAec AWAY) (Date) (Authorized 0111cl ) FURNISHED BY PUBLIC AGENCY. 10/DIY.VI E. Technical Records Handling Daily monitoring logs will be prepared by individuals assigned to the specific work involved. The format of reports will be prepared it conjunc- tion with City of Renton standards. Originals of all monitoring and field quantity reports, survey cut sheets, and change order detail will be main- tained by the construction manager in HCW-L offices. Copies of all reports will be transmitted with appropriate notations on action required to the Owner and project manager for periodic review. As constructed features will be prepared and documented on field plans by the monitoring personnel to maintain a current status on adjustments to any features. F. Construction Monitoring HCW-L will have: a. Responsibility for construction monitoring and surveillance. b. Because of the accelerated schedule of construction and work in environmentall,v sensitive areas continuous surveillance is planned. Techniques used on the gravity interceptor in particular will require careful surveillance of curved alignment. c. Deficiency resolution will be handled in a two step process as fellows: o The consultant surveillance team will bring to the attention of the contractor any procedures or deficiencies that vary from the contract requirements. o Should further action be required to resolve variance3 the Owner will immediately be advised and an appropriate method of resolution determined. o Procedure . for stop work in the event of a changed condition will be clearly delineated in the preconstruction conference and implemented when and if required. o HCW-L personnel to be assiqned to surveillance work are continuously involved in utilities monitoring and design of public works. The personnel have experience working with a variety of contractors with various work habits. Surveillance personnel have a good perspective on how to anticipate contractor delays and the best means to assist the contractor in avoiding scheduling problems. o The surveillance - construction period consulting program is designed to: assure a good product; provide a means of quickly resolving any potential claims; assist the City in effectively forecasting and managing ,onstruction period financing. Because of the accelerated m!ilti phased program overlap, surveillance - surveying may require an inspector for each phase when all projects are proceeding. Construction services by the consultant for Phases I and II is included in Amendment No. 3 to the Honey Creek services agreement between the City of Renton and HCW-L RVIX-2850 CITY OF REt , , ON PONEY CREEK 41"JER FRDJECT QUALITY ASSURANCE PLAN PK JECTMANAGEMENT ORGAIJIZATIONIALCWAKT OWNER CON SU CTAN T CIZY orRENTON gpE gERt*S7(�0 FREO KERN Ht\HMOND,COLL.IER PUBLIC 1%JORKS DEFT 4 WADEJLIONCI5TONE OWNER 1-NC W-L AS�L^=J ATES DICK I-IOUCaHT0�,1 PRDJUT MANAGER Pr- MAN OJECT AG EPA BRUC.E LNIJ.I&MNE DIRECTOR PRINCIPAL_ IQ CHARCXE SUBMITTAL REVIE J 6 COMMENTS I I I IROUTE OF C>ES!CaN :R ' I L_SU NIITTALS W/ _ _ UltrltTTH�E per'/IEW 1 COMMENTSd 'sU�?LRT I LARRi' LARbON I PKWE.t.T CONSTRUC'floN MANAGER SUR�lEY FELP MONI'fORIr,JG STAKING PERSONNEL SECTION I i APPENDS X OF RE Cs �- z PUBLIC WORKS DEPARTMENT z _ DESIGN/UTILITY ENGINEERING 0 235-2631 n0q MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH.9B055 9 r 0 9 911 Fo SF.PI&0 BARBARA Y. SHINPOCH MAYOR February 4, 1985 Washington Mate Department of Ecology Mail Stop PV-11 Olympia, WA 98504 Attn: Mr. Ed O'Brien, P.E. Facilities Planning & Design Sections Municipal Division Re: City of Renton Honey Creek Sewer Project Gentlemen: Bound herewith is a plan of operation for the referenced project as I requested in your letter of January 25, 1985. We will be prepared to submit specific detail as noted in the plan in accordance with the Schedule attached witn the Plan. Sincerely, JJ � Robert E. Bergstrom, P.E. REB:jkg Encl . cc: S.K. Chung, DOE Rosemary Walrod, DOE RVIX-2850a City of Renton, Washington Honey Cre,-k Sewer Project Plan of Operation Table of Contents ii . Organization of Plan of Operations Document A. Kev Construction Related Dates b. Plan For (Owner) Staffing C. Plan for Maintaining Interim Operation During Construction D. ?raining Plan for Startup E. A/E Startup Services Proposal F. Training Plan for Operating Procedures and Plant Safety G. Sewer Use Ordinance H. Final Detailed Co>t Estimate for 0 & M I. User Charge Ordinance J. Sewer System Rehabilitation K. Pretreatment Program L. Operation and Maintenance Manual Appendix Quality Assurance Plan ii. Organization of Plan of Operation Document The scope of this three phass project is detailed in the Quality Assurance document; and, references to various charts and diagrams of the Quality Assurance document are made in this plan. A copy of the Quality Assurance plan is appended to this document. A. Key Construction Related Dates Dates for scheduled contract awards progress payme, ',, special surveillance grant reimbursement requests, operation manuals and instructions, start up program and other detail are illustrated in Section IV of the Quality Assurance Plan. (Schedule Chart). B. Plan for Owner Staffing Completed Facilities The facilities planned are not unique and represent just extensions to the systems. Specialized procedures pertinent to Honey Creek project features are minimal and will be detailed in Operationi and Maintenance documentation. Additional staff is p .licated, on normal municipal growth; commitment to additional personnel will likely not be required for this project because the facilities planned will correct an existing problem. C. Maintaining Service A plan for maintaining se vice where existing sewers are to be replaced will be integrated into the construction contract documents. Phase I and ? work will not be "put on line" until the Phase 3 rebuild program is completed. D. Training Plan for Startup Minimal specific training for the Honey Creek system is required; because, systems to be constructed typically have features similar to systems routinely operated by the City now. E. A/E Startup Services A/E start up services are included in the construction management assignment. Nu unique startup operations are required. F. Training Plan for Operating Procedures and Plant Safety All procedures required for the safe operation of features to be constructed are current ordinary on going activities of the City of Renton. G. Sewer Use Ordinarce Sewer use ordinances applicable to required RCW statutory require- ments are adopted and in force. H. Final Detailed Cost Estimate for Operation and Maintenance Operati�,is and Maintenance estimates of cost will be prepared and submitted at dates noted in the referenced Quality Assurance schedule. 1. Sewer User Charge Ordinance Appropriate charges for sewer use will be made in accordance with Vw statutory and Grant specific conditions of the DOE - City of Renton agree- ment, J. Sewer System Rehabilitation Sewer rebuilding in conjunction with adding increased flow ,s required. Rebuilding is not specifically for reduction of I & I but so,oe 1 & I reduction is probable. v. Pretr,atmer.t Program Not applicable L. Operation and Maintenance Manual The Operation and Maintenance manual preparation review dnd finalization is scheduled to comply with grant agreei.:ent requirements. February 4, 1985 Washington State Department of Ecology Mail Stop PV-11 Olympia, WA 98504 Attn: Mr. Fd O'Brien, P.E. Faci , ities Planning & Design Sections Municipal Division Re: City of Renton Honey Creek Sewer Project Gentlemen: Bound herewith is a plan of operation fur the referenced project as requested in your letter of January 25, 1985. We will be prepared to submit specific detail as noted in the plan in accordance with the Schedule attached with the Plan. Sincerely, Robert E. Bergstrom, P.E. REB:jkg Encl . cc: S.K. Chung, DOE Rosemary Walrod, DOE RVIX-2850a City of Renton, Washington Honey Creek Sewer Project Plan of Operation Table of Cuntents ii . Organization of Plan of Operations Document A. Key Construction Related Dates B. Plan For (Owner) Staffing C. Plan for Maintaining Interim Operation During Construction D. Training Plan for Startup E. A/E Startup Services Proposal F. Training Plan for Operating Procedures and Plant Safety G. Sewer Use Ordinance H. Final Detailed Copt Estimate for 0 & M I. User Charge Ordinance J. Sewer System Rehabilitation i K. Pretreatment Program L. Operation and Maintenance Manual Appendix Quality Assurance Pan ii . Organization of Plan of Uperation Document The scope of this three phase project is detailed in the Quality Assurance document; and "erences to various harts and diagrams of the Quality Assurance document e e made in this plan. A copy of the Quality Assurance plan is appended to this document. A. Key Construction Related Dates Dates for scheduled contract awards progress payments special surveillance grant reimbursement requests, operation manuals and instructions, start up program and other detail are illustrated in Section 1V of the Quality Assurance Plan. B. Plan for Owner Staffing Completed Facilities The facilities planned are not unique and represent just extensions to the systems. Specialized procedures pertinent to Honey Creek project features are minimal and will be detailed in Operation and Maintenance documentation. .Additional staff is predicated, on normal municipal growth; commitment to additional personnel will likely not be required for this project because the facilities planned will correct an existing problem. C. Maintaining Service A plan for maintaining service where existing sewers are to be repl,ced will be integrated into the construction contract documents. Phase 1 and 2 work will riot be "put on line" until the Ph;ise 3 rebuild program is completed. D. Training Plan for Startup Minimal specific training for the Honey Creek system is required; because, systems to be constructed typically have features similar to systems routinely operated by the ty now. E. A/E Startup Services A/E start up services are included in the construction management assignment. No unique startup operations are required. F. Training Plan for Operatinq Procedures and Plant Safety All procedures required for the safe operation of features to be constructed are current ordinary on going activities of the City of Renton. G. Sewer Use Ordinance Sewer use ordinances applicable tc required RCW statutory require- ments are adorted and in force. H. Final Detailed Cost Estimate for Operation and Maintenance Operations and Maintenance estimates of cost will be prepared and submitted at dates noted in the referenced Quality Assurance schedule. I. Sewer user Charge Ordinance Appropriate charges for sewer use will be made in accordance with RCW statutory and Grant specific conditions of the DOE - City of Renton agree- ment. J. Sewer System Rehabilitation Sewer rebuilding in conjunction with adding increased flew is required. Rebuilding is not specifically for reduction of I & I but some I & I reduction is probable. K. Pretreatment Prograa Not applicable L. Operation and Maintenance Manual The Operation and Maintenance manual preparation review and finalization is schedule to comply with grant agreement requirements. APPEND X i i r 7 1 February 4, 1985 11 Washington State Department of Ecology Mail Stop PV-11 Olympia, WA 98504 1, Attn: S.K. Chung, P.E. Construction Management Municipal Division Gentlemen: Pursuant to your requests for a Construction Quality Assurance program bound herewith is a plan for the Honey Creek Sewer Project. Please advise us when you are ready to review this detail and hold the construction management meeting referenced in your letter of January 17, 1985. Sincerely, Robert E. Bergstrom, P.E. REB jkg Encl. cc: Fred Kern, HCW-L Ed O'Brien, DOE Rosemary Walrod, DOE RVIX-2850 i 1 I 1 I i I City of Renton, Washington Honey Creek Sewer Project S-296 Quality Assurance Plan Table of Contents I. Elements of Quality Assurance Plan A. Construction Schedule Methodology B. City of Renton Construction Oraanizdtion C. Quality Control Testing D. Change Order Process E. Technical Records Handling F. Construction Surveillance - Monitoring II . General Project Description III. Description of the Quality Assurance Elements .or Honey Creek IV. Schedule of Activities Chart. V. Organizational Chart I City of Renton, Washington Honey Creek Sewer Project Quality Assrrance Plan Project Prepared by City of Renton, Washington, public works staff in coopera- tion with Hammond, Collier & Wade - Livingstone Associates, Inc. 1. Elements of the Quality ,Assurance Plan are as follows: A. Construction Schedule Methodolgy 1. Scheduling Method 2. Method for Ensuring Updating of the Schedule (i ) Update Frequency (ii) Identification of Responsibility for Schedule Update (iii) Strategy for Ensuring Timely Contractor Schedule Updates B. City of Renton Construction Organization 1. City Public Works Organization and Project Administration Responsibility. 2. HCW-L (consultant) Support Personnel 3. DOE Review C. Quality Control Testing D. Change Order Process E. Technical Records Handling F. Construction Surveillance - Monitoring 1. Monitoring Responsibility 2. Monitoring Frequency 3. Deficiency Resolution 4. Inspector Qualifications 5. Budget II. General Project Description The Honey Creek Sewer project is a three phased construction program funded in part by City of Renton Water/Sewer Utility Funds, and State Referendum No. 38 Washington Future Funds. The three program phases are: Phase I - Four Schedules Schedule A - Sewer Force Main Schedule 8 - Water Main (Non-Grant Element) Schedule C - Sewage Pump Station Schedule D - Power Supply Phase 11 - Gravity Interceptor Sewer Phase III - Rebuilding ctors of existing sc.iers to receive sewer force main discharge. Phases I and II of the system will not be made operational until the entire project is complete in the Fall of 1985. The only significant time constraint on the entire Honey Creek project is the Hydraulic Permit, The Department of Fisheries has required all work on Phase 1I, the Gravity Sewer Line to be limited to a period between July 25 and October 1 , 1985. III. A description of each of the Quality ual required Assurance elements q (referenced in section I ) for the Honey Creek project are as follows: A. Cunstruction S^hedule Methodology The Honey Creek project construction schedule io a formal summary of �I planned construction activities, their sequence, interrelationships, durations, and terminations. The project construction schedule is a vital component of contract administration and is necessary for the coordination of the activities of all involved parties, including those of the grinzee, consulting engineer, contractors, and/or subcontractors. In addition, the construction schedule serves as a basis for evaluating change orders and contractor disputes arising from delay, suspens;on, and acceleration and thereby reduces project costs. finally, an updated construction schedule is a critical tool for allowing the owner to relate project status to fiscal outlays. 1. The scheduling method that will be utilized integrates all activities required to en ure proper contracts administration, surveillance, survey control necessary operations plan and as constructed features documenta- tion. A chart illustrating_ interface of various office and field activities related to scheduling is included as item IV. 2. The short time frame for construction of key elements, particularly for the gravity creek vicinity interceptor, requires close monitoring of con- tractors adherence to schedules. The principal initiative is to immediate- ly identity any apparent delays to the contractor's proposed schedule and make appropriate official notification of the contractor per construction documents Section 8-1.03 - when necessary. Project Scheduling of the contract specifications. Weekly meetings agenda of the consultants inspection personnel and cons*ruction Pr 'sect manager will include a specific evaluation of project status for each phase. Late spring and summer month activities will include concurrent work on 2 and possibly 3 phases of work. Thus surveillance personnel scheduling must allow for several inspectors working concurrently on the total project. B. Owner Construction Surveillance Organization Responsibilities for construction quality insurance involve three agencies. 1. The (owner) City of Renton Public Works staff has overall respon- sibility for administering the contracts as related to: o Progress and final payments o Change orders o Determinations of interim financing and taking other legally binding actions relative to the contract. 2. The (consultant) Hammond, Collier & Wade - Livingstone has responsibility for: o Survey control o Monitoring contractor progress o Determining acceptability of contract work o Anticipating and advising the Owner of delays or changes o Preparing recommendations for payment and change orders if required, u Preparing operations plans, manuals in cooperation with the owner o Documenting as constructed features and providing apoyopriate statements of compliance to regulatory agencies for work complet- ed 3. The Washington State Department of Ecology is responsible for ascertaining tha*: o An appropriated Q.A. program is followed. o Statements of compliance prepared o Estimates of grant monies requirements are maintained current and regularly provided to DOE. In particular the Department of Ecology's responsibility relates to assuring that the owner maintains RCW compliance relative to pertinent waste water program guidelines. Personnel assignments are as follows: D.O.E. General Correspondence S--296 4+ 1 . OWNER The City of Renton Public Works staff represents the Owner; the City of Renton. Dick Houghton: Director of Public Works Reviews and Approves all Change Orders Reviews and Approves all Progress Payments Provide Project Oversite and Project Acceptance Bob Bergstrom: Engineering Supervisor Reviews all C.O. 's, Progress Payments and Schedule Progress Represents City in Meetings and Daily Project Management Activities 2. CONSULTING ENGINEER Hammond, Collier & Wade - Livingstone Associates, the project design- ers will be retained by the City to provide construction survey control , monitoring, and to assist in preparing the quality assurance plan and F'.an of operation. Personnel involved with various elements of design will approve shop drawings and review submittals pertinent to the specific design assignments they complete. Fred Kern, P.E. , Project Manager Prepares quality assurance plan and budget in cooperation with City assigns and adjusts consultant staffing as required to complete all consul- tant responsibilities for construction related activities. Provides shop drawings review for elements of design work prepared and stamped by Fred Kern. (Phases II and III). Larry Larson, Construction Manager In addition to monitoring he reviews all procedures used by individual project inspectors and assists Pach of the inspectors for the three phases in preparing timely reports. With several projects proceeding at different times Larry will review and advise the project manager of staff adjustments required to efficiently staff the monitoring work. Dale Erdahl , P.I..S. , Ken Edington, P.L.S. Construction staking will be coordinated by one of EN-L' s profession- al surveyors. Additional Survey Monitorinq Personnel Personnel selected to augment monitoring survey assignments will be permanent staff members specifically trained in construction monitoring and surveying. Bruce Livingstone, P.E. Reviews staffing assignments, service fees, and budget with project manager. Provides shop drawing review for elements of project design prepared and stamped by Bruce Livingstone. (Phase I). 3. DOE The Owner and consultant will prepare and submit proper documentation to DOE for Quality Assurance and Plan of Operation. DOE personnel responsible for reviews and approvals. S.K. Chung: Construction Mdnayerii , oject Engineer Interim, and Final Construction Inspection Reviewing and Approving/Disapproving Technical Changes Proposal During Construction Review Grant Eligibility of the Approved Change Orders Rosemary Walrod: Project Engineer Develop and Maintain Project File Track Progress Payments Perform Administration ?nspections Project Close Out Change Order heview for Grant Eligibility C. Quality Control Testing Principal materials that require quality verification include trench backfill . The contractor is required to advise the Owners representatives of adequacy of the finished product by independent quality assurance procedures. Independent testing of densities, creek scour protection rock gradation and other procedures will be completed as required by HCW-L to review the contractor throughness in quality assurance control . HCW-L has nuclear density measuring equipment which will be used in appropriate locations. The bulk of quality control testing including T.V. video scans is the responsibility of the contractor and his procedures will be reviewed and documented by monitoring personnel . D. Change Order Process Changes on a project of the Honey Creek size should be anticipated. Planning for underground utilities work changes, particularly in the creek area, requires care in setting up a procedural framework to easily, equitable and economically adjust the contract if necessary. A.P.W.A. Standard Specifications as modified and amended by City of Renton provide a solid basis for administering the contract. The design team has retained the firm of Shannon & Wilson to provide on site expertise of excavated areas. Prior to giving a notice to proceed to various phase contractors we will be reviewing with geotech personnel sensitive areas of I excavation in preparation for construction contingency. During the contractors preconstruction conference the subject of i r i changes will be thoroughly addressed as the changes relate to claims or requests for change orders. We have planned for and will immediately be prepared to provide expertise on any specialized soils problem if and as they are encountered. This procedure will minimize claims by providing the contractor direct access to best geotechnical advice. Acknowledging that changes can occur, discussing potential problems and the means by which they wall be resolved before they are encountered is the owner strategy in deailing with these changes. The generalized procedure, then, is; I Monitoring personnel immediat^ly advises the construction manager of any suspected difficulties related to unforeseen construction. 2. Construction Manager reviews the identified situation and advises the project manager of any matter which he believes requires further attention. 3. Project manager arranges for special review (geotechnical or other and works with the construction manager in setting up an on the spot meeting with the owners representative and contractor personnel to thor- oughly discuss the situation and establish a fair basis of evaluation of any change. 4. If a change order is appropriate the construction manager and project manager will immediately prepare a request for change order pro- posal from the contractor to be submitted prior to proceeding with further work. 5. After owner and consultant receipts of the contractors timely response the consultant will review the proposal and prepare a recommenda- tion. 6. With owner input and concurrence the owner with consultant support will propare negotiate a change order. Standrrd Forme (STANDARD FORM NO.9) (PUBLIC AGENCY) A CONTRACT CHANGE ORDER AGREEMENT r Contract Contractor— _-- --. - Summary of Proposed Change: Plan Revisions: — Dwg. M__ Rev. M ——_ iSpecifications Revisions: Psge _—_ .—_ Paragraph M i New Plans or Specs:_ Price Change ------ - -- -- Lump Sum—__— Ina ease S _or Decrease$ or Unit Price -- Item _— Quantity — Price _ Increase --_ or Decrease Total S or -- -- Signatures: Contractor _ Date Engineer _ _Date --_----- Approved By: IQ _ — (P Agency) (Date) (M'tlroAxod OftW) FURNISHED BY PUBLIC AGENCY. 10/DIV.VI e The principal objective in this change order process is to: a. Quickly identify and discuss openly with the contractor any potential changed conditions. b. After immediate on call expertise from geotechnical consultants to assist in evaluation of probable extent and best means of reeucing diffi- culty or change. c. Thoroughly review during preconstruction meeting with the contrac- tor the requirements for quick decisive resolution of any changed con- ditions after the contract. Because the nature of the const-lrction is somewhat specialized in creek and sewer replacement work, maintenance of full-time inspection during key periods is considered mandatory to minimize change orders and keep the prcjec moving. The format or change order agreement is attached, this form is an integral part of the A.P.W.A. , 1981 standard documents. Negotiations of change orders will be completed using the following procedures. E. Technical Records Handling Daily monitoring logs will be prepared by individuals assigned to the specific work involved. The format of reports will be prepared in conjunc- tion with City of Renton standards. Original of all monitoring and field quantity report-, survey cut sheets, and change order detail will be main- tained by the construction manager in HCW-L offices. Copies of all reports will be transmitted with appropriate notations on action required to the Owner and project manager for periodic review. As constructed features will be prepared and documented or. yield plan by the monitoring personnel to maintain a current status on adjustments to any features. F. Construction Monitoring HCW-L will have a. Responsibility for construction monitoring and surveillance. b. Because of the accelerated schedule of construction and work in environmentally sensitive areas continuous surveillance is planned. T,eciniques used on the gravity interceptor in particular will require careful surveillance of curved alignment. c. Deficiency resolution will be handled in a two step process as follows: it o The cons-I tant surveillance team will bring to the attention of the cor — actor any procedures or deficiencies that vary from the contract requirements. o Should further action be required to resolve variances the Owner will immediately be advised and an appropriate method of resolution determined. o Procedures for stop work in the event of a changed condition will be clesrly delineated in *he preconstruction conference and implemented when and if required. o HCW-L personnel to be assigned to surveillance work are continuously involved in utilities monitoring and design public works. The personnel have experience working with a variety of contractors with various work habits. Surveillance personnel have a good perspective on how to anticipate contractor delays and the best means to assist the contractor in avoiding scheduling problems. o The surveillance - construction period consulting program is designed to assure a good product with a means of quickly resolving any potential claims, assist the City in effectively forecasting and managing construction period financing. Because of the accelerated multi phased program over lap, surveillance - surveying mayrequire an inspector for each phase when all projects are proceeding. Construction services by the consultant for Phases I and II is included in Amendment No. 3 to the Honey Creek services agreement between the City of Renton and HCW-L III i k. RVIX-2850 I CITY OF RENTON HONEY CREEK SEI.JER PROJECT QUALITY ASSURANCE PLAN PROJECT MANAGEMENT ORGAWIZATIOKIAL CHART OWNER CONSULTANT U7Y OJORKIS N BOB 6ER4STROM FRED KERN NAMMOND,CALLIEA PUBLIC t^JOR KS DEPT, 4 WADEJLIVIN&ISTONE DICK �IOUGHTO�J OWNER I CW-L ASSOCIATES DIRECTOR PROJECT MANAGER PROJECT MANAGER FLKUCE LNIN(aSTONE PRINCIPAL (Q CHARGE �SUBMiTTAL REVIE 1 S COMMENTS I 1 I j ROUTE OF' r DESIGNER L _SUBMITTALS_W/ SU MI A B TT LS-R E� W COMM EIVTS i QTECFINKAL SUPPDR,T � AS REOLJIREP LARFN' LARSON PROJECT CONSTRU('ION MANAGER SURVEY FIELD MONITOIRP.JG STAK I N G PERSONNEL, SECTION i�( 1 a r, KA4N SPELLMAN - DONALD W MODS Governor Dwf IYU( STATE Of W AWFdNCT(Nl DEPARTMENT Of ECOLOGY Vaud Nt1, /1 li • GYympia. Washrngfnn 9185[9 • (,'%) 459.6(M January 25, 1985 Mr. Robert E. Bergstrom, P.E. City of Renton 200 Mill Avenue South Renton, Washington y8055 Dear Mr. Bergstrom: I have i .c,,d your January 21, 1985 letter to me. Your lett-r outlines your progress towards satisfying the pre-Fid award conditions in my Decem- ber 18, 1984 letter. Whiie you apparently have made some progress, none of the conditions have yet been satisfied. WDOE will require that conditions 2 and 3 be satisfied prior to bid award. Fulfillment of these conditions ran be easily accomplished prior to the bid award deadline of February 21, 1985. We will expect to have copies of the revised water main crossing sheet, the initirl Plan of Operation and the Construction Quality Assurance Plan within three (3) weeks. Copies of guidelines for developing the above documents were sent to you with the December 18, 1984 letter. Additional copies are attached hereto. Your letter indicated that cast iron pipe was specified ...',.y ror the water main crossing. This change does not satisfy the WDOE criteria unless there is ten feet of horizontal clearance between the water main and ,�j/C,Q, force main. Regarding Condition No. 1, we still require that you obtain a written agree- ment with another municipality to use an appropriately sized mobile generator on an emergency basis (or purchase a permanent one for the station) . The -- agreement must not jeopardize the other municipalities emergency operating plans. We prefer that this agreement be reached prior to award of this first phase contract. However, we will not delay bid award if an agreement hasn' t yet been achieved. Such an agreement will be required prior to award of the contract for Phase II. -- - �00 � A d* Robert Bergstrom January 25, 1985 Pdge Two of Two Finally, the project officer, Rosemary Walrod, will be contacting you to finalize the grant. The grant agreement must be executed prior to award of the first phase contract. If you have any questions, please call me at (206) 459-6089. Sincerely, () Ed O'Brien, P.E. Facilities Planning 6 Design Section Municipal Division EO:lm Enclosures Cc: Bruce Livingstone, Hammond, Collier. Wade, Livingstone Assoc. , Inc. Gary Brugger, NWRO/WDOE Rosemary Walrod, WDOE Project Officer ' t Oil [( ON OF aF WAX DECLARATION OF CONSTRUCTION WATER POLLUTION CONTROL FACELITIES INSTRUCTIONS: A. Upon completion, and prior to the use of any project or portions thereof, a professional engineer, registered in the State of Washington, shall complete and sign this form declaring that the project was constructed in accordance with plans and specifications, and major change orders, approved by the Department of Ecology. B. If a project Is being completed In phased construction, a map shall be attached showing that portion of the project being declared on the date given below. Each phase of a project must be declared as It Is completed. Additional declaration forms are available from the Department of Ecology offices 115ted below. C. This declaration must be signed as presented and shall not be modified In any way. NAME AND BRIEF DESCRIPTION OF PROJECT 11,nay ('rea+4 t r r s rs.j�_ c i NANE OF OJKR CITY nF RRNTON WOE PROJECT NO. ADDRESS 200 Mill Ave. S. DATE PR03EC7 OR PHASE CONPLE)ED_ Renton Wawhine on MOSS WOOF PLAN AND CITV STATE ZIP SPECIFICATION APPROVAL DATE I hereby declare that I am the project engineer of the above Identified project and that said project was reviewed and observed by me or my authorized agent In accordance with a quallty assurance plan approved by the Department of Ecology. I further declare that said project was to the best of my knowledge and Information constructed and completed In accordance with the plans and specifications and major change orders approved by the Department of Ecology and an shorn on the owner's "as-but It" plans. Signature of Professional Engineer Date SEAL OF REGISTERED WASHINGTON STATE ENGINEER Please return completed form to the Department of Ecology office checked below. Southwest Regional Office Central Regional Office Department of Ecology Department of Ecology 7272 Cleanwater Lane 3601 West Washington Olympia, Washington 98504 Yakima, Washington 9890) Northwest Regional Office 0 Eastern Regional Office Department of Ecology Department of Ecology 4350 - 150th Avenue N.E. East 10) Indiana Avenue Redmond, Washington 98052 Spokane, Washington 99207 QC] Department of Ecol oqy - Headquarters Mall Stop PV-11 Olympia, Washington 98504 Icy 040-248(a) Rev. 3/83 OF R4•V AM o PUBLIC WORKS DEPARTMENT DFSIGN/UTILITY ENGINEERING 9 235 2631 MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH. 96065 91?,ED SEP'E-Ogi BARB.ARA Y. SHINPOCH MAYOR January 21 , 1985 Department of Ecology Mail Stop PV-ll Olympia, WA 98504 Attention: Mr. Ed O'Brien Subject: City of Renton Honey Creek Sewer Project Dear Rosemary: Thank you for your help on Friday on the pickup items for wrap-up on the grant application. As we discussed, we made the specification and plan revi- sions as directed by you. 1 . Added NJ - Cast Iron pipe on Force Main at Station 0+00. 2. Modified specifications with text directed by you on Temperary Cold Patch pay limits. I believe we have qualified his conditions. I have requested a draft Plan of Operation for our use. It is my intent to prepare a memo/report to stasfy the require- ment set by you. On the subject of Quality assurance, I am starting to work with S.K. Chung of your office to develop and receive appro- val on the inspection and construction management for this job. This work is in progress and we, of course, satisfy the requirement before the pre-construction conference. I have begun conversations with Bellevue on the possibility of joint use of a power generator. Negotiations are not com- plete, but of course you have the option to require us a new tractor generator, if you wish. Department of Ecology - 2 - January 21 , 1985 Bellevue does have several portable generators with sufficient size to operate our new pump station, so we are continuing negotiations. Our bids on the Phase I effort are good until February 21st, 1985 and then we must either sign the contracts or re-bid. Please notify the City as soon as possible on DOE Award approval . Our Phase II effort is just about ready to bid. Your Prompt review of Phase II is appreciated. Very truly yours, Robert E. Bergstrom, P.E. Engineering Supervisor :jft i r• II ��yy N�tGX � (�)p,�✓N -CiYiLr.v. VYrU.•� Scwt,,v ',, {N:� �v-���fi�. ti�* f�� s yedr,�+ ,...ct ��e .0 •�a..� <�,�..:as�.o✓ i p �dw (Loh-- ,k ! 5 //•-<- C7'*-J�y �s'f rj NJJ�cr '/I7`�Q C 0 0'✓c.+r.. I' b.J✓Gr e;-,. ()A G1C �/ 7yc `ry✓t�y Stl• l-,Nc is V`i /7t SCl��r1r{�c /K Giof 1 t -164 1 Ina 4 M t(o Sdta( e cQ .+�c siis Srwp4 i�ic,�ev� �LC 7f. c �llJ 71v M v.44� Vj-) a* �/'�3CCP' ENcJiNtc✓ yLl (11c9M�dV' � �/O� ,S(1�ttfUle . c I `• ,r `;tom-' t hi n�+ac oc� Ar IA"n i � /� �•a � 'mil f KMN SPQIMAN ' fXINAID W W)OS Governcx IMerlor SLATE OF WAyFNN(;JON DEPARTMENT OF ECOLOGY Alad 9W P1 II • ()Ivnywa Washwplmn WN)4 . I2061 459-bIXX) r January 17, 1985 kc �� � Mr. Bob Bergstrom, P.E. City of Renton Municipal Division JA ry Renton, Washington 98055 1 1385 Dear Mr. Bergstrom: With the approval by the Washington State Department of Ecology (WDOE) of your bid award for construction of wastewater treatment facilities you are ready to begin construction of your facility. For many of our grantees, this is a major escalation of effort and responsibility because of the relatively large sums of money involved for which the grantee is responsible as well as the acceptance by the grantees of construction oversight responsibility for these often technically complicated projects, WDOE's construction grants management responsibility is shared between the project engineer and the project officer. The project officer for your project is Ms. Rosemary Walrod and her responsibility is contract administration including the following: 1. Developing and maintaining the project file. 2. Keeping track of progress payments. 3. Conducting interim administrative inspections. 4. Projects closeouts. 5. Determining with the project engineer the grant eligibility of approved change orders. 1 will be the WDOE technical representative on your projec, as the project engineer. The project engineer's responsibilities include: 1. Interim and final construction inspections. 2. Reviewing and approving/disapproving technical changes proposed during Step 111. 3. Determining, together with the project officer, the eligibility of the approved changes. Because change orders are a significant component of the grant file, all formal change orders are routed through the project officer for admini- strative action. The determ oration of the technical merits of the particular change order is the responsibility of the project engineer and all issues arising out of the technical review of change orders should be resolved by dealing directly with the project engineer. I would like to meet with you before you c,immence construction, and hold a construction management meeting rigor to your preconstruction meeting with your contractors. The purpose o�his meeting is to discuss our mutual perceptions of Step III construction management. Specifically we need to discuss: I. Submittal of construction schedules and your methodology for updating the 4unstruction schedule as construction proceeds. 2. Your organization and identification of personnel with quality control responsibility. 3. How and by whom will quality control testing be performed. 4. Contracting procedures for construction including A/E role, the identi- fication of all contractors, etc. 5. The change order submittal and approval process. 6. Record keeping by grantee and contractors including where plans and specifications, "as-built" drawings, vouchers, shop drawings, approved change orders, etc., will be kept. 7. Grantee and contractor organization, personnel structure, and responsibilities. 8. Grantee's management procedures. 9. WDOE's construction management policies and procedures. As soon as you are ready to hold preconstruction conferences with your contractors, please contact me, in advance, to make arrangements for our construction management meeting. Should you have any question on the construction meeting, please contact me by telephone at (206) 459-6086. Sincerely, S. K. Chung, P.E. Construction Management Municipal Division SKC:Im cc: Rosemary Walrod, WDOE Bruce Livingston, Hammond, Collier, Wade, Livingston 9 I � y P K)HN SPEUMAN L�'L_ _ _. p Dck".D W MbDS Governor urea« STATE Of W.ASHNGT[NJ DEPARTMENT OF ECOLOGY D F C 2% V `S{'-1! • oher a. Was&rwvn !tocq • (2m) 459-6w December 19, I984 Mr. Robert E. Bergstrom, P.E. City of Renton 200 Mill Ave. So. Renton, WA 98055 Dear Mr. Bergstrom: Honey Creek Sewage Pump Station and Force Main, Addendum No. 1 The plans and specifications for the above-referenced project were previously approved on December 18, 1984, The project consists of installation of approximately 2,220 lineal feet of 8-inch force main, a pump station which includes two 500 Rpm pumps, and approximately 80 lineal feet of 72-inch sewer pipe. This proposed modification consists of plans and specifications for providing electrical power to the pump station.. In accordance with RCW 90.48,110 and Chapter 173-240 WAC and on behalf of the Department of Ecology this addendum to the plans and specifications is hereby approved. One set of the approved documents is being returned for your project records. Please incorporate these approved changes into your previously approved plans and specifications. This approval does not authorize any increase in grant amount to pay for this work. If you have any questions, please call Ed O'Brien at SCAN 585-6089 or (206) 459-6389 or me. Sincerely, ris A. Haynes, P�ervisor Facility Planning & Design Section Municipal Division CAH.sc Enclosure cc: Bruce Livingstone, HCW&L, Assoc. Inc. WDOE Regional Office - NWRO - Gary Brugger FPD Eng. Grant File - Rosemary Walrod IGMN SRI[MAN fi DONALD W. NiOCIS Covernnf o D+ecn✓ STATE OF WASHINGT(1N DEPARTMENT OF ECOLOGY ,tiIdll tiky> Pt • (*On M. W^hM(on SWNN a (IIAS/ 459-6M December 18, 1984 Mr. Robert E. Bergstrom, P.E. City of Renton 200 Mill Ave. So. Renton, WA 98055 Dear Mr. Bergstrom: Honey Creek Sewage Pump Station and Force Main Plans and_Pecifications The plans and specifications for the above-referenced project have been reviewed. This project consists of installation of approximately 2,220 lineal feet of 8-inch force main and a pump station which includes two 500 gpm pumps and approximately 80 lineal feet of 72-inch sewer pipe. In accordance with RCW 90.48.110 and Chapter 173-240 WAC and on behalf of the Department of Ecology, the plans and specifications are hereby approved subject to the following conditions; 1. Prior to bid award, submission of a signed interlocal agreement allowing Renton to use an appropriately sized generator on an emergency basis. 2. Submission of a revised sheet #2 showing changes to bring the sewer and water main crossing at STA o+oo into compliance with state requirements. This revision must be sub-itted to WDOE prior to bid award. Coats for the work can b4 negotiated by change order. Also, special provisions 62-1 and 74-1 shall be changed to comply with state requirements. 3. Submission of an initial Plan of Operation and Construction Quality Assurance Plan prior to bid award. Guidelines for developing these documents are attached hereto. A copy of Operation and Maintenance Guidelines is also attached. This approval shall not relieve the owners of this facility from any responsibilities or liabilities as a result of noncompliance during con- struction or in operation of facilities approved herein. Mr. Robert E. Bergstrom December 18, 1984 Page 2 One set of the approved documents is being returned for your project records. If you have any questions, please call Ed O'Brien at SCAN 585-6089 or (206) 459-6089 or me. Sincerely, Chris A. Haynes, P.E. , Supervisor Facility Planning & Design Section Municipal Division CAH:sc Enclosure cc: Bruce Livingstone, HCW&L, Inc. WDOE Regional Office - NWRO - Gary Brugger FPD Eng. Grant File - Rosemary Walrod I I� 4 HAMMOND.COLLIER&WADE - LI VINGSTONE ASSOCIATES. INC. CONSULTING ENGINEERS 1943-19"-41 S ARS OF PROFESSIONAL SERVICE GCONOC R.&IMOND A[ 4010 STONE WAY NORTH Oq,ppNs'HECTOR ILS WILLIAM0 CO CR CC SEA.TTLE,WASHINGTON 96103 DALE CWOANL.>L5 LACRY I WAOC CC TELEPHONE.(2O6)632 2664 AVNAI M L.CDINOTON.11_S Cruet ININGSTDNC PC 1.800 562 TTOT(WAS. ONLY) AP ROVED NANDALL D NCMU4.0C "EVIE D.G ACNN AC P O BOX 2967 14 CR OffCNKCNCN..0 NCLS KJCLSTAD.CC 302 SOUTH MISSION STREET WENATOHEE WASHING TON 96e01 TELEPHONE.(509)662 1762 AOJ,andum No. 1 PC To Contract Documents, Special Provisions and Detail Project Specifications of APWA Standard Specifications City of Rento i Sewer Project S296, Phase I Honey Creek Sewage Pump Station and Force Main TO ALL PLANHOLDERS: 84d Opening: Bid opening unchanged 2:30 p.m. , December 21, 1984. Bid schedule Schedule A - Force Main: Change Bid Item No. 16 to read "10" X 6" PVC Side Sewer Tees" . Schedule 11 - Trenching and Backfill fur Power Supply: Insert and use attach- ed Schedule I'D" in lieu of P-10 through P-13 of the original Bid Schedule. Specifications Section 72-301E Polyvinyl Chloride Pipe (PVC) Change Pipe Class to AWWA C900 Pressure Pipe Class 150 DR 18. Omit the last sentence, "Joints shall be restrained with uniflange series 1300 or 1350 couplings". New Special Provision Section The attached Schedule D, Technical Provisions, Trenching and Backfill for Power Supply shall be used for the complete technical specifications, measurement, and payment for all bid items in Schedule D. This section shall include section 16120, and 16461. All applicable Standard Details for Schedule D will follow this section. New Plan Sheet The attached plan covers the work for Schedule "D" , Trenching and Backfill for Power Supply. WpLr TO ❑WTRC D WaNA,CHC[ Ho.,zy Creek Sewage Pump Station an- Force Main City of Renton BID SCHEDULE Schedule "D" - Trenching and Backfill for Power Supply NOTE: Unit prices for all items, all extensions, lump sum prices, and the total amount of bid must be shown. Show unit prices in both words and figures; where conflicts occur, acceptance will be made in accordance with Section 2-1 .06 of these Specifications. ITEM BID ITEM I APPROX. UNIT TOTAL WITH UNIT BID PRICE QUANTITY PRICE AMOUNT NO. To be Written in Words & UNITS 1 . UtiliLy Trench Excavation 1280 $ $ & Backfill - I ' Width x 4' + LF Depth (Parallel to Roadway) Dollars Unit Price in or s 2. Utility Trench Excavation & 580 $ $ Backfill 2} ' Width x 4" Depth LF (In Unimproved Area) Dollars (Unit rice—n Words) 3. Bank Run Gravel Class "B" 100 For Trench Backfill Ton Dollars (Unit Price in Words) 4. Saw Cut A.C. Pavement, 2560 Cement Concrete Curbs LF Walks And Drives Dollars snit Price in Words) P-10 BID SCHEDULE CONTINUED Schedule "0" - Trenching and Backfill for Power Supply IT EM BID ITEM APPROX. UNIT TOTAL WITH UNIT BID PRICE QUANTITY PRICE AMOUNT NO. To be Written in Words) & UNITS 5. Asphalt Concrete Pavement 250 $ $ Removal and Replacement, SY Including 12" Crushed Rock Base Course Dollars i (Un n rice in Words) 6. Portland Cement Concrete 10 $ $ Driveway, Walks, and Curb SF Removal and Replacement Dollars (Unit rice in Words, 7. City Telemetry 1" PVC 1900 $ $ Schedule 40 Conduit LF Dollars (Unitrice in or s 8. 4" Rigid Conduit 580 $ $ LF Dollars (Unit rice in or s 9. City Telemetry Pull Boxes 5 $ $ Type "A" EA i Dollars I nit Price inWords) P-11 BID SCHEDULE CONTINUED Schedule "D" - Trenching and Backfill for Power Supply (ITEM BID ITEM APPROX. UNIT TOTAL WITH UNIT BID PRICE QUANTITY I PRICE AMOUNT NO. To be Written in Words & UNITS 10. City Telemetry Pull Boxes 4 $ $ Type "B" EA Dollars nit ice in or s 11. Power Pull Boxes 4 $ $ Type "C" EA Dollars '(Unit rice in Words) 12. Type "F" Bedding With 220 $ $ Pea Gravel Ton Dollars (Unit rice in Words) 13. Temporary Cold Patch 10 $ $ Ton Dollars nit Price in or s 14. '_Itility Vault Excavation And 4 $ $ Backi'ti 4' Wide x 6' Long x EA 4' Deep Ii Dollars i (Unit rice to ors _ P-12 BID SCHEDULE CONTINUED Schedule "D" - Trenching and Backfill for Power Supply ITEM BID ITEM APPROX. UNIT TOTAL WITH UNIT BID PRICE QUANTITY PRICE AMOUNT NO. (To be Written in Words) & UNITS 15. Miscellaneous Hill Holders LS $ $ and Restoration Dollars (Unit Price in or s 16. 15KV Conductor, Furnish & 580 8 $ Install LF Dollars nit Price in Words) 17. Padmounted Oil $ $ Transformer, Furnish & Install LS Dollars nit Price ir, Words) 18. Hydroseeding $ $ LS Dollars nit Price to Words) 19. Restoration and Clcanup LS 5 $ I� Dollars nit Price in or s) TOTAL AMOUNT BID, SCHEDULE D - TRENCHING AND BACKFILL FOR POWER SUPPLY: $ P-13 HONEY CREEK SEWAGE PUMP STATION AND FORCE MAIN CITY OF RENTON SCHEDULE D TECHNICAL PkCJiSIONS TRENCHING; AND :ACKFILL FOR POWER SUPPLY Description of Work A. Provide trenching and backfill as required for a joint usage trench with power supply and the City's telemetry conduit from the intersection of Edmonds Avenue and NE 24th Street to the end of NE 24th Street, including bedding, telemetry conduit and pull boxes, restoration and all related work. The Contractor shall provide all trenching and Puget Sound Power & Light personnel will install primary power conduit. B. Provide City Telemetry Conduit, and the complete electrical supply and transformer from the end of NE 24th Street to the new pump station, including conduit, 15KV volt electric cable, pull boxes, trenching, backfill and all related work. Contractor will install conduit. C. Coordinate joint trench usage with Puget Sound Power and Ligiit and the City of Renton. The Contractor shall be entirely responsible for coordination with the utility companies and arranging fcr the movement or adjustments, either temporary or permanent, of their facilities within the project limits. No additional compensation will be made to the Contractor for reason of delay caused by the actions of any utility company and the Contractor shall consider such costs to be incidental to the other items of the contract. The work performed under this schedule shall consist of furnishing all materials, equipment, tools, labor and other related work in accor- dance with these plans and specifications and also the APWA Standard Specifications 1981 edition, all of which are made a part hereof. Where conflicts occur between these plans and specifications and Standard Spe-ifications , these plans and specifications shall prevail . Trench and Backfill The contractor shall provide trench and backfill as shown on the plans plans for a complete and proper installation of the telemetry and power conduit. The trench shall also be available for Puget Sound Power & Light Company. All required trench shall be backfilled in accordance with the applicable articles of the Standard Specifications, Section 61. 1 Trench for conduit runs shall be done in a neat manner and the trench bottom shall be graded to provide a uniform grade, with a width and depth as called out on the drawing or as directed by the Engineer. When trenching is being accomplished within the roadway area, the top 12" shall be 5/8" crushed rock and shall be installed and compacted in accordance with the Standard Specifications. The City reserves the right to make additions or deletions to the trenching which prove necessary for the completion of this project. The minimum width for the trench wi' l be at the option of the contractor. Trench width will , however, be sufficient so that all necessary conduit can be installed within the specified depth and minimum cover shown on the plans. Measurement for trench will be by the linear foot. Measurement for backfill will be weighed by the ton . Measurement for Type "F" bedding with pea gravel will be weighed by the ton. The unit contract price for the various depths and widths of trench- es, backfill , and bedding, shall be full compensation for excavating, loading, hauling and otherwise disposal of the native material for backfilling, for tamping backfill material and native material and for the restoration of the trench as shown on the plans or as directed by the Engineer all in accordance with the plans, these Technical Provisions and the Standard Plans and Specifications. Saw Cut Saw cut A.C. pavement, cement concrete curbs, walks and drives shall be straight neat line cut in accordance with the trench details. Saw cut shall be measured and paid for by the lineal foot of cut. Asphalt Concrete Pavement Removal and Replacement The work of this section shall be in accordance with Section 54, except as modified herein. Measurement and payment shall be per square yard as set forth in the proposal and shall be fell compensation for all labor, equipment, materials, and incidentals for the removal and disposal of asphalt concrete pavement and complete replacement with new asphalt concrete pavement, including furnishing, installing and compacting 5/8" minus crushed rock for the top 12" of the trench. Portland Cenent Concrete Driveway, Walks, and Curb Removal and Replace- men Where the trench requires the removal of cement concrete driveways, walks, and curb and gutter, the replacement work shall be done in accor- dance with Section 40 and 42. Slab thickness shall be same as that removed. 2 Measurement and payment shall be per square yard of surface actually installed and shall be full compensation for all labor, equipment, materials, and incidentals for the removal and disposal and replacement of cement concrete driveways, walks , and curb and gutters, including the furnishing, and installation of 5/8" minus crushed rock where required. Conduit & Conductor The contractor shall provide and install all conduit and necessary fittings at the locations noted on the Plans and specified below: (1) 1"-Schedule 40 heavy wall PVC conforming to ASTM Standards shall be used for the Citys telemetry conduit. The conduit shall be furnished with a 1000 #lb tensile strength pull wire between pull boxes. (2) 15 KY conduit and conductor. Conduit and conductor shall be inaccordance with Part 2 and 3, Section 16120 hereinafter. Measurement and payment for conduit and conductor will be by the linear foot. Payment will be made under: (1) City telemetry 1" PVC Schedule 40 Conduit, per lineal foot. (2) 4" RCS, per lineal foot. (3) 15 KV conductor, per lineal foot. Pull Boxes The contractor shall pr( ide and install junction boxes of the type and at the locations specifieu in the attached Plans and Detail Sheets. Type "A" pull box for telemetry shall be utility vault Ne. "S-T with H2O traffic bearing locking cover with adjustable frame, or equal . Type "B" pull box for telemetry shall be in accordance with the plan detail . Junction Box - Design "B". Type "C" pull box for power shall be utility vault 04444 with 44-332P locking cover and nameplate "electrical" or similar by Renton Concrete Products. All junction boxes shall be installed in conformance with provisions contained in the Standard Specifications, Plan Detail , and Part 3, Section 16120. 3 - _ i Measurement will be by the unit for each type specified, complete in place. (1 ) City telemetry pull box,Type "A" per each. (2) City telemetry pull box, Type "B" per each. (3) Power pull box, Type "C" per each, The unit contract price per each for pull boxes shall be full compensation for furnishing and for all costs of labor, material , tools, and equipment necessary to provide and install the junction boxes and lids including excavation, backfilling and compaction all in accordance with the Standard Plans and Specifications and Detail Sheets. Temporary Cold Patch The temporary cold patch shall be in accordance with Section 54 except as modified herein. Measurement will be per ton as set forth in the proposal and will be based on the actual length of the patch by the trench width shown on the Plan Detail . Payment for temporary cold patch per ton shall be full compensation for all labor, tools, and materials ( including removal of temporary cold patch, if required) necessary to complete the patching in accordance with the specifications , Plans, and to the satisfaction of the Engineer. Excavations Power vault excavations are to be provided as part of this contract for Puget Sound Power and Light Company. However, the locations of the vaults will be as shown on Puget Sound Power & Light Company's plans which are not available at this time. The unit contract price for the vault excavation shall be full compensation for excavation, loading, hauling and otherwise disposal of native material , backfilling around the vault., and coordinating work with Puget Sound Power & Light. Miscellaneous Hill Holders and Restoration The work under this section shall include all labor, equipment, and materials to ensure proper protection against movement, erosion, etc. , for the conduits installed along the unimproved steep sloped areas. Hill holders, jutemat, and pipe anchors shall be installed in accordance with the plan details. The Engineer reserves the right t, require additional protection. Payment for miscellaneous hill holders and restoration shall be per lump sum as set forth in the proposal and shall be full compensation for all labor, materials, equipment, and incidentals, to perform the work of 4 this section in accordance with the Specifications, Plans, and as direct- ed by the Engineer. Padmounted Oil Transformer The Padmounted Oil Transformer shall be furnished and installed in accordance with Section 16461, the plans and the plan detail . Measurement and payment for furnishing and installing the padmounted oil transformer and concrete pad shall be per lump sum as set forth in the proposal and be full compensation for all materials, labor, and equipment. Hydroseeding Hydroseeding shall be done along all disturbed areas. Hydroseeding shall applied in accordance with the Standard Speci- fications, except as modified herein. The hydroseed mixture shall be as follows: Kind and Variety of Minimum Minimum % Seed in Mixture % by Weight % Pure Seed of Germination Colonial Bentgrass 10% 9.800A, 85% (Highland or Astoria) Red Fescue (Illahee, 45% 44.10% min. 90% Rainier or Penn Lawn) White Clover 15% 14.70% min. 90% (Pre-inoculated) Perennial Rye 30% 29.40% min. 90% Weed Seed 0.50% max. Inert and Other Corp 1.50% max. TOTAL 100% Measurement and payment shall be per lump sum as set forth in the proposal and shall be full compensation for all labor, equipment, and materials to perform the work of this Section in accordance with the Specifications and as directed by the Engineer. Restoration and Clean Up All work measurement and payment for restoration and cleanup shall be in accordance with Section 57 of the project specifications, 5 SECTION 16120 15 KV CONDUCTORS AND TERMINP-IONS PART 1 GENERAL 1.01 Scope Provide 15 KV conductors and terminations complete. PART 2 PRODUCTS 2.01 Conductors Ovei• 600 Volt Shall conform with ICEA S-68-516, AEIC CS6 and UL 1072. Shall De copper, Class B strand, shielded power cable. Shall have extruded strand shield. Shall be rated 15 KV on the 12.47V/7.2 KV system. Insulation level shall be 133% and shall be ethylene propylene rubber. Shall have chlorinated polyethylene jacket with m, ,imum .080 inch thickness. Acceptable manufacturer: Anaconda Unishield EP. 2.02 Terminations Over 600 Volt A. Terminations at equipment shall be compatible with equipment served. Provide termination kits and load break elbows required. Provide stress cones , connectors and sleeves as required on all terminations. B. Provide shield grounding with a compatible termination kit. C. Provide splices as required by the installations conductor pulling requirements. Provide splice kits, stress cones, straight splices. D. Manufacturer: Elastimold, Raychem, 3M as compatible with conductors and equipment served. PART 3 INSTALLATION 3.01 Install 15 KV cables per manufacturers instructs^"is. 3.02 Conductors Over 600 Volt A. Install in raceway. All underground raceway shall be rigid galvanized steel conduit (RGS) . RGS to b secured to slue to prevent any movement. B. Provide marker tape over all underground PVC and RGS raceways. Marker tape shall read "CAUTION - ELECTRIC LINE BURIED BELOW" as manufactured by Terra Tapp. Marker shall be installed 1 '-0" belov. grade. C. Provide concrete pull boxes with locking diamond plate covers every 100'-0" minimum. Pull boxes i.o be Utility Vault p444-1. with 44-332P locking cover and nameplate "ELECTRICAL" or similar by Renton Concrete Products. Install an 8" compacted pea gravel bed. Backfill around pull boxes to be compactei pea gravel . 5 SECTION 16120 15 KV CONDUCTORS AND TERMINATIONS D. In Pvery pull box install the cables so there is a complete 360 degree loop of conductors in the pull box. In every pull box install cable ties to solidly secure the conductors to the pull box. Install a ground rod in each pullbox. Ground shield to any splices and at all terminations. ++ 3.03 TERMINATIONS OVER 600 VOLT A. Provide all terminations per manufacturers instructions. B. All terminations and splices shall be performed by a journeyman cable splicer. Cable splicers qualification certificate shall be included in the 0 & M manual . C. Provide sufficient tails for terminations, stress cones, connectors and sleeves for the tt,,minations at the Puget Power interface point. D. Test all cable and terminations per 15 KV cable tests below and include reports in 0 & M manual . 3.04 15 KV Cablz Tests A. Cortractor shall retain the services of a National Electrical Testing Association member firm or approved to perform and document the required tests. B. Visual and Mechanical Inspections 1. Inspect exposed section for physical damage. 2. Verify cable is supplied and connected in accordance with single line diagram. 3. Inspect for shield grounding, cable support , and termination. 4. Visiblp cable. bends shall be checked against ICEA or manufacturer's minimum allowable bending radius. 5. Inspect for proper fireproofing in common cable areas. C. Electrical Tests 1. Perform D.C. Mypotential Test a. Each conductor shall be individually tested with all other conductors grounded. All shields shall be grounded. b. Terminations shall be properly corona suppressed by guard ring, field reduction sphere, or other suitable methods. 7 �L. ' ION 16120 15 1V Lu^ " "CliiilS NC itkMINATIONS c. A D.C. hypotential shall be applied in at least eijht (8) equal increments until maximum test voltage is reached. D.C. leakage current shall be recorded at each ss) versus time (X axis) shall be recorded and plotted on thirty (30) second intervals for the first two (2) minutes and every minute thereafter, d. A graphic plot shall be made of leakage current (X aAis) versus voltage (Y axis) at each increment. e. Thy test conductor shall be raised to a maximum test voltage ono held for a total of ten (10) minutes. Readings of leakage current (Y axis) versus time (X axis) shall be recorded and plotted on thirty (30) second intervals for the first two (2) minutes and every minute thereafter. f. The applied conductor test potential shall be slowly reduced to zero (0) and grounds applied for a period adequate to drain all stored potential , g, M:,:imu:n test voltages shall be in accordance with the values (11. :c.i by Section 1.06E. 2. Perform a shield continuity test by ohm meter method. Onmic value shall be recorded. 0. Test Values 1. D.C. hypotential test results: a. Step voltage slope should be reasonably linear, b. Absorption slope should be flat or negative. In no case should slope exhibit positive characteristic. c. Maximum leakage current shall not exceed Il corrected to 60F where Il - E/(K Log D/d) K • insulation specific resistance Megohom per thousand feet at 60 F. 0 = diameter over insulation d = diameter under insulation E = maximum test voltage a SECTION 16120 15 KV CONDUCTORS AND TERMINATIONS E. lest Voltage Table ACCEPTANCE TES, MAXIMUM D.C. VOLTAGE Cable Type Standard Rubber ICEA 5-19-81 Table 6-17 Varnish Cambric ICEA 5-65-375 Table 3-4* Thermoplastic ICEA 5-61-402 Table 6-10 Cross Linked P.E. ICEA 5-66-524 Trhle 6-9 Ethylene Propylene (EPR) ICEA 5-68-516 TaJ a 6-9 Armored CaLie ICEA 5-67-401 80% of factory * For D.C. tests multiply values by 2. ICEA - Insulated Cable Engineers Association END Or SECTION 9 SECTION 16461 PADMOUNTED OIL TRANSFORMER 12.47 - .48 KV PART 1 GENERAL 1.01 Scope Provide a pad mounted transformer complete and fully operational with fuses, primary load-break switch and accessories noted. Conform with ANSI C57.12.26. PART 2 PRODUCTS 2.01 Type Three-phase, oil -immersed, self cooled, front access only. 2.02 Shop Drawings Prepat and submit for review prior to manufacture; include full dimensions; plan, front and section views; bolting template; wiring diagrams ind all information required to demonstrate full compliance with contract documents. Transformer impedance shall be clearly marked on the shop drawings. 2.n3 Rating 112.5 kVA, three-phase , 60 hertz , 650C rise, pad-mounted for underground service. Coordinate primary voltage with Puget Power and confirm to be 12,470Y/7200 volts grounded wye. Secondary voltage 48nY/277 volts grounded wye. BIL Values: Secondary 30 kV BIL 1.2 kV insulation class Primary 95 kV BIL 15 kV insulation class 2.04 Tap Changer Primary Taps: Two 2-1/21 above and 2-1/2% below full capacity. Provide a no load tap changer externally operable with a hot-stick and that requires at least two operator actions to change taps. The location for the control shall be in the primary compartment. 2.n5 General Construction Features A. Standards: Units shall be constructed in accordance with ANSI Standard C57.12.26. All characteristics , definitions , terminology, and voltage designations and tests, except as otherwise specified herein, shall be in accordance with the following American National Standard Requirements, Terminology, and Test. Code for Distribution, Power and Regulating Transformers. General Requirements, C57.12.00 - 1980 Terminal Markings and Connections, C57.12.70 - 1978 10 SECTION 16461 PADMOUNTED OIL TRANSFORMER 12.47 - .48 KV Terminology, C57.12.80 - 1978 Test Code, C57.12.90 - 1980 B. Construction The pad-mounted, compartmental -typo transformer shall consist of the transformer tank with high and low voltage cable terminating compartment. The transformer tank and compartment shall be assembled as an integral unit for mounting on a pad. There shall be no exposed screws, bolts , or other fastening devices which are externally removable. There shall be no openings through which foreign objects such as sticks, rods, or wires might contact live parts. There shall be means for padlocking the compartment doors. The construction shall limit the entry of water (other than flood -ater) into the compartment so as not to im,air the operaiton of the transformer. Lifting provisions in accordance with ANSI Standards shall be provided. Jacking and rolling provisions shall be provided. C. Primary and Secondary Compartments Full height , air-filled inc.ominy and outgoing terminal compartments with hinged doors shall be located side-by-side separai.ed by a steel barrier, with the incoming compartment on the left. The incuming (12.47 kV) compartment will be accessible only after the door to the out-going 1.48 kV) compartment has been opened. To facilitate making connections and permit cable pulling, the door and compartment hood shall be removable. Removable door sill on compartments shall be provided to permit rolling or skidding of unit into place over conduit stubs in fe-indation. The compartments will have hinged doors equipped for latching in the open position. The 12.47 kV compartment door will have a fastening device which is accessible only through the .48 kV compartment. The hinge assemblies shall be made of corrosion resistant material . Stainless steel hinge pins of 3/8-inch minimum diameter will be provided. Both coopartment doors must be capable of being secured with a single padlock having a 1/2-inch diameter shackle. The instruction nameplate is to be located in the .48 kV portion of the compartment and shall be readable with cables in place. Where the nameplate is mounted on a removable part , the manufacturer's name and transformer serial number shall be permanently affixed to a non-removable part. 11 SECTION 16461 PADMOUNTED OIL TRANSFORMER 12.47 - .48 KV 0. Transformer 1. Tark Transformer tank shall be sealed-tank construction with a welded main cover. A bolted tamper-resistant h,ndhole shall be provided in the tank cover for access to inernal connections. 2. Grounding Provisions for tank grounding shall be supplied in the .48 kV compartment . A removable jumper shall be included connecting the tank ground to the neutral ground. 3. Secondary One 3 pole, 150 amp, 22,000 A.I.C. minimum, molded case circuit breaker shall be included and connected to the secondary bus to serve 480 volt loads. The secondary neutral shall be brought out through a bushing located in the secondary compartment and connected by an external removable jumper to the tank ground. 4. Primary Throe dead-front , load break apparatus bushings, suitable for use with load break elbows and with parking stands. The primary neutral shall be insulated and bussed to the low voltage neutral . 5. Fuses Provide three current limiting fuses in non-loadbreak dry-well fuse holders. The fuses shall be located in the primary compartment and hot-stick operable for external replacement of fuses. Fuse size per manufacturer's recommendations. 6. Loadbreak Switch Provide an internal , oil -immersed, gang-operated, two-position 'on-off) , loadbreak, manually operated switch. The switch must be capable of switching the transformer full-load current. The swi' ch handle shall be located in the primary compartment and shall be hot-stick operable. 1. Core Provide 4 or 5 leg winding core (shell type construction). Caution: A 3 leg core, delta tertiary is prohibited. 12 SECTION 16461 PADMOUNTED OIL TRANSFORMER 12.47 - .48 KV 8. Accessories Provide transformer with the following additional accessories: a. Three direct-connected 15 kV distribution surge arrestors b. One-inch filling provision c. One-inch drain valve and sampler d. Dial-type thermometer e. Liquid-level gauge f. Vacuum/pressure gauge g. Automatic pressure relief device 2.07 Manufacturer Shall be manufactured by General Electric, Westinghouse, Square D or as approved prior to bid. PART 3 INSTALLATION 3.01 General A. Provide an 8" , mesh reinforced concrete pad on 24" compacted gravel bed with top 4" above surrounding grade. See detail following end of section. B. Pad shall be installed level (except rain slope) and placed as early as possible to allow for settlement. Where settlement occurs, relevel as required. C. Provide 4 ground rods and N3/0 upper ground loop. Connect to each with sufficient tail for connection to transformer secondary neutral . D. Bolt transformer to pad with four galvanized bolts minimum. 3.02 ierminations Provide primary (3) load break elbows suitable for cable supplied. Provide grounding wires for all elbows to ground. 3.03 Instruction Periods Upon job completion give the owner a 4 hour instruction perioa on operation and maintenance of the transformer and 15 KV system. END OF SECTION 13 6" X 6" X 60 MESH WIRE TAIL AS _ REINFORCING RE( IRED I • CHAMFER AROUND ALL EXPOSED EDGES GRADE I 4• IS• ELEVATION GROUND ROD GRAVEL (TYPICAL) GI l� BASE �J 67• CU. BARE COPPER (TYP.) 411/2MN5� 41/2. PLAN NOTES: I. CONNECT TRANSFORMER GROUND POINTS TO GROUND RODS WITH .f% CU. WIRE. 2. PAD DIMENSIONS SHALL BE MODIFIED TO SUIT TRANSFORMER FURNISHED. 3. SLOPE SLAB 3" PER 100' TO PREVENT ACCUMULATION OF WATER. ola.r.g Title ?AC DETAIL kaN NOTJE holt¢t Hc�O e-f CIz K SFN/,&GF— PUMP S"A-M4 0rmm AT IDA D 110N1. 3739 • 153 s4nuA 6T1.ng Ns. 01 AHD 10 CAaN1 IT 50C. Date 12.7.84 Sperling & Associates, Inc. / ELECTRICAL ENGINEERS Uq Na SK-M 1120 EASTLA EE AYE. E , SEATTLE, Wk. 11102 / 12051325.7770 12061024.1555 pigs , at 1 suo..r h wvww w n]Y �- o w-4 Y � � N Y � — � Nt I I � �r•r- Z tj � Z U 013.i.1 TIM �;CE E L d NE O114v!Q�t�-4 _ Sc.M h+Lti E %INC: ��-G+.jEYC��K SE�`��c FiJM1�51'�(T1C�J 31ml NI 6:. .n.7V'`T 3 lofernu Dwra{ 6., a Aw 07 Dot. f 2.7-6-u Sparting & Associates, Inc. / ElELT11i►t f1116EftS on N.. I - �Z 1111 EISTEEIE i1E. f. /SEITTLE, V1. 51161 / (206) 325-7770 1206) 3224-1555 File 4 N HINGES SPRING LOCK COVER W/ADJ. FRAME.' H2O TRAFFIC SEARITNG a� s I 0 5� i L CITY TELEMETRY PULL BOX - TYPE "A' (FOR USE IN STREET) N.T.S. JUNCTI N BOX - DESIGI "B " „ r, �e - 5/16" GALV. STEEL COVER PLATE _' (DIAMOND PATTERN) I I I I ZZ � r I I B A 8 N r ' r I� �---#6 GALV WELDED WIRE LOOP GALV, CL FRAME ANCHORED IN PLACE 'DIAMOND PATTERN) / Ll OV SECTION A-A SECTION e- 8 DETAIL SHEET low will be discharged as follows: ,30 g.p.m. peak flow -500 9-p.m. discharge at Sunset Lift Station -450 g.p.m. discharge at proposed interim lift station 0 g.p.m. With an average line grade of approximately 4%, an 8" diameter gravity line will satisfactorily handle existin flows. Future flows within the basin are estimated at 2200 g.p.m. (peak) , requiring a 12" diameter line at 4% grade. The project will be designed using a 12" diameter gravity line. Cost estimates have been prepared for both 8" and 12" diameter lines to determine the grant eligible portion of the project. COST ESTIMATE 'j Pro osed Project 0ID I. 5,300 L.F. of 12" line, plus $479,200 appurtenances, restoration, etc. 1I. Interim lift station and force 135,000 main III. Downstream gravity line improvements 107,500 Sub Total $721 ,700 W.S.S.T. - 7% 50,519 Right-of-Way 100,000 Engineering 90,200 Total $962,419 "GRANT ELIGIBLE PROJECT" I. 5,300 L.F. of 8" line, plus $418,300 appurtenances, restoration, etc. II. Interim litt station and force main 135, III. Downstream gravity line improvements 107,500 Sub Total $660,800 W.S.S.T. - 7% 46,256 Engineering 90,200 Total $7971256 CINSTRUCTION QUALITY ASSURANCE PLAN GUIDELINES April, 1983 I. PURPOSE Adequate quality ■asurance and control Is vital to the successful completions of any construction project. Experience has shown that if concerted effort is not made by the owner/grantee to ensure pr.,lect construction according to the approval plans and specifica- tions ani change orders and to require a high level of performance from the A/E and contractors during construction, that otherwise well designed projects can fail to meet the federal/state discharge requirements leaving the owner exposed to enforcement action. In addition, projects which are poorly constructed often have higher than normal operation and maintenance needs which translate to higher yearly coats for their owners. The purpose �f the Construction Quality Assurance Plan is to describe bow adequate construction management will be provided by the owner/grantee during the construc- tion phase of the project. lI. RF UiREMENTS A draft construction quality assurance (QA) plar, must be submitted • to the Department of Ecology (WDOE) at least 30 days prior to the start of construction. The draft QA plan will be discussed at the construction management (CM) meeting between representatives of FDOE and the owner/grantee. Any modifications to the QA plan agreed to at the CM meeting will be incorporated into the QA plan by an agreed upcn date. The resulting document will constitute the approved Construction Quality Assurance Plan for the particular project. Any significant changes to the approved QA plan must be submitted to MDOE in a timely manner for approval. III. ELOIENTS OF A QUALITY ASSURANCE PLAN Every QA plan must include: a. Construction Schedule Methodology. The construction schedule is a formal summary of planned con- struction activities, their sequence, interrelstior-yips, dura- tions, and terminations. The project construction hedule in a vital component of contract administration and is necessary for the coordination of the activities of all involved parties, including those of the grantee, consulting engineer, construction management firm (if any), contractors, and/or subcontractors. In addition, the construction schedule serves as a basis for evaluating than.-e orders and contractor disputes arising from delay, suspension, and acceleration and thereby reduces project costs. einally, an updated construction schedule is a critical tool for allowing the owner/grantee to relate project status to fiscal outlays. This section mint include the following: 1. A description of t;re scheduling method that will be used during toe cogstruct.foa phase by the grantee. The method may range faom a simple statement outlining the proposed operations, including start and end dates and dates of major procurements (for simple projects of short duration), to bar charts for simple projects of longer duration (longer than 60 days), to critical path scheduling for treatment plants or projects involving c. -plez civil, electrical, and mechanical interface. 2. A description of the grantee's method for ensuring the updating of the schedule as construction proceeds. This would include: (i) update frequency (ii) identification of responsibility for schedule update (III) strategy for ensuring timely contractor schedule update or inputs to schedule updates. b. Grantee's Construction Organization. This section consists of a brief description of the construc- tion management organization, management procedures, and includes a chart of the grante a construction organization (including specific names), as well as that of the grantee's eugineering consultant, and/or construction management firm (if applicable). The chart should indicate lines of communication and responsi- bility and identify major contractors. C. Quality Control Test tag. The section will include a brief summary of the anticipated quality control testing, including type of test, frequency, and who will perform the tests (grantee's inspectirs, engineer, soils laboratory, etc.). d. Change Order Process. This section will describe the grantee's change order process including who will initiate change order, as well as who will review, negotiate, and approve uhe change orders and within what time frame. This section will include an example of the grantee's change order format. e. Technical Records Handling. This section deaLribes the technical records handling method used by the grantee including where plans and specifications, 'ss-built" drawings, field orders, and change orders will be wept. - -2- f. CoastrvvtioU Inspec• ion. This section includes a description of the grantee's construc- tion inspection program including: (i) inspection responsibility (grantee? consulting engineer?) (li) anticipated inspection frequency. This should correlate closely with the construction schedule and be commensurate with the level of construction activity actually being performed. (iii) deficiency resolution. Ajw will project deficiencies be handled and who is responsible for directing the con- tractor to repair deficiencies? to stop work? (iv) inspector qualifications (v) inspection budget ('otntruction of \l a%lewnter Facilities 173-240-080 (4) The engineering report for projects utilizing land (b) Description of the construction management or- application, including s-epage lagoons, irrigation, and ganization, management procedures, lines of communl- subsurface disposed,shall include information on the fol- cation, and responsiL. dy. lowing together with afpropJate parts of subsection (3) (c) Description of anticipated quality control testing of this Section, as dclermincd by the department: including type of test, frequency, and who will perform (a)Soils and their permeability; the tests. (b)Geohydrologic evaluation of such factors as: (d) Description of the change order process including (i) Depth to ground water and ground water move. who will initiate change orders, as well as who will re- ment during different times of the year; view, negotiate,and approve change orders. (ii) Water b..'�nce analysis of the proposed discharge (e) Description of the technical records handling area; methodology including where plans and specifications. (iii) Overall effects of the proposed facility upon the as-built drawings, field orders,and change orders will be ground water in conjunction with any other land appli- kept. cation facilities that may be present; (f) Description of construction inspection program in- (c) Availability of public Sewers; cluding inspection responsibility, anticipated inspection (d) Reurve areas for additional subsurface disposal. frequency,deficiency resolution, and inspector quafffaa- (5) The engineering report for projects funded by the lions. [Statutory Authority: Chapters 43.2IA and 90.48 Environmental Protection Agency shall, in addition to RCW. 83-23-063 (Order DE 83-30), § 173-240-075, the requirements of Subsection (3) or (4) of this section, filed 11/16/83.1 follow F.PA lacilih; plan guidelines contained in the EPA publication, 'Guidance for Preparing a facility WAC 173-240-080 Operation and maintenance Plan" (MCI)-46), and Shall indicate how the special re- manuml. (1) The proposed method of operation and quircments contained in 40 CFR 35.719-I will be met. maintenance of the domestic wastewater facility shall be (Statutory Authority: Chapters 43.21A and 90.48 RCW. stated in the engineering report or plans and specifica- 83-23-063 (Order DE 83-30), 1 173-2404060, filed tions and approved by the department. The statement 11/16/83. Statutory Authority: RCW 90.4r.110. 79- shall be a discussion of who will own, operate, and - 02-033 (Order DE 78-10), § 173-240-':60, filed maintain the facility and what the staffing and testing 1/23/79. Formerly chapter 372-20 WAC.) requirements are. The owner shall follow the approved method of operation after the facility is constructed, un- WAC 173-240-070 Plans and specifications, (I) less changes have been approved by the department. The plans and specifications for a domestic wastewater (2) In thou cases where the facility includes mechan- facil, y arc the detailed construction documents by ical components, a detailed operation and mairtenance which the owner or his contractor bid and construct the manual shall be preparea prior to completion of con- facility. The content and format of the plans and spcci- struction. The purpose of the manual is to present tech. fications shall be as stated in the state of Washington, nical guidance and regulatory requirements to the "criteria for sewage works design," and shall include a operator to enhance operation under both normal and listing of the facility design criteria and a plan for in- emergency conditions. Two copies of the nianual shall be terim operation of facilities during construction. submitted to the department for approval prior to com- (2) Plans and specifications for sewer line extensions pletion of construction. .hall occlude,as a separate report, an analysis of the ex- (3) In order to assure proper operation during con- ming collection and treatment systems ability to trans- struction and timely review and approval of the final pit and treat additional now and loading. operation and maintenance manual,a draft manual shall 13) Two copies of the plans and specifications shall be be submitted in the early stages of the construction of a submitted to the department foi approval prior to start facility. In addition, manufacturer's information on of construction, c• :opting as waived under WAC 173- equipment must be availahle to the plant operator prior 240-03, t). [Statutory Authority: Chapters 43.21A and to unit start--up. 90.48 RCW. 83-23-063 (Order DE 83-30), § 173-240- (41 The operation anti maintenance manual shall in- 070, filed 11/16/93. Statutory Authority: RCW 90.48, elude the following list of topics. For those projects .110, 79-02-033 (Order DE 78-10), § 173-240-070, funded by the Environmental Protection Agency the filed 1/23/79. Formerly chapter 372-20 WAC.[ manual shall also follow the requirements of the EPA publication, "Considerations for Preparation of Opera- WAC 173-240-075 Construction quality assurance tion and Maintenance Manuals.' pka& (1) Prior to construction a detailed plan must be (a) The assignment of . canagerial and operational re- submitted to the department showing how adequate and sponsibilitie, to include plant classification and classifi- competent construction inspection will be provided. cation of required operators. (2) The construction quality assurance plan shall (b) A description of plant type, now pattern, opera- include: lion, and efficiency cxis clod. (a) (',.r clion sehodule with a Summary of planned tc) The principal design criteria. construction activities, their scquenet interrelationships, td) A process description of each plant unit, including spa durations, and terminations. function, relationship to other plant units,and schematic diagrams. (11/16/83) p;7c. 17.1-24e WA(—�SI CONSTRUCTION QUALITY ASSURANCE PLAN GUIDELINES April, 1983 PURPOSE Adequate Quality assurance and control is vital to the successful completions of any construction project. Experience has shown that if a concerted effort is not made by the owner/grantee to ensure project construction according to the approval plans and specifica- tions and change orders and to require a high level of performance from the A/E and contractors during construction, that otherwise well designed projects can fail to meet tt.e tederal/state discharge requirements leaving the owner exposed to enforce•meat action. In addition, projects which are pcorly construct=d often have higher than normal operation and maintenance needs which translate to higher yearly costs for their owners. The purpose of the Construction Quality Assurance Flan is to describe how adequate construction management will be provided by the owner/grantee durinb the construc- tion phase of the project. It. REQUIREMENTS A draft construction quality assurance (QA) plan must be submitted to the Department of Ecology (WDOE) at least 30 days prior to the start of construction. The draft Q" plan will be discussed at tha construction management (CM) meeting between representc.tives J UTIOE and the owner/grantee. Any modifications to the QA plan agreed to at the CM meeting will be incorporated into the QA plar ` - an agreed upon date. The resulting document will constitute .he approved Construction Quality Assurance Plan for the particular project. Any significant changes to the approved QA plan must be suLmitted to WDOE in a timely manner for approval. III. ELEMENTS OF A QUALITY ASSURANCE PLAN Every t2A plan must 1-elude: ■. Construction Schedule Methodology. The constriction schedule is a fo-mal summary of planned con- strurt:on activities, their sequence, interrelationships, durs- ticis, and terminations. The project construction schedule is a vital component of contract administration and is necessary for the coordination of the activities of all involved parties, including those of the grantee, consulting engineer, construction mane; vent firm (if any), contractors, and!or subcontractors. In addition, the construction schedule serves as a basis for evaluating :1 tge orders and contractor disputes arising from delay, susl on, and acceleration and thereby reduces project costs. -it. .y, an updated construction schedule is a critical tool for allowing the owner/grantee to relate project status to fiscal outlays. This section must include the following: 1. A description of the scheduling method that will be used during the construction phase by the grantee. The method may range from a simple statement outlining the proposed operations, including strrt and end dates and dates of major procurements (for ••.ple projects of sbo-t duration), to bar charts for s: a projects of long duration (longer than 60 days), to critical path scheduling for treat ,ent plants or projects involving complex civil, electrical, and mechanical interface. 2. A description of the grantee's method for ensuring the updating of the schedule as construction proceeds. This would include: (i) update frequency (ii) identification of .espons!bility for schedule update (iii) strategy for ensuring timely contractor schedule update or inputs to ec' •dule update*. b. Grantee's Construction Organization. This section consists of a brief description of the construc- tion .•anagement organization, management procedures, and includes a chart of the grantee's construction organization (including specific names), as well as that of the grantee's engineering consultant, and/or construction management firm (if applicable). The chart should indicate lines of communication and responsi- bility and identify major contractors. C. Quality Control Testing. The section will include a brief summary of the anticipated quality control testing, including type of test, frequency, and who will perform the tests (grantee's inspectors, engineer, soils laboratory, etc.). d. Change Order Process. This section will describe the grantee's change order process including who will initiate change order, as well as who will review, negotiate, and approve the change orders and within what time frame. This section will include an example of the grantee's change order format. C. technical Records Handling. This section describer the techn:zol records handling method used by the grantee including where plans and specifications, "at-built" drawings, field o-ders, and change orders will be kept. -2- f. Construction Inspection. This section includes a description of the grantee's construc- tion inspection program including: (i) inspection responsibility (grauteel consulting engineer?) (ii) anticipated inspection frequency. This should correlate closely with the construction scheiule and be commensurate with the level of construction activity actually being performed. (iii) deficiency resolution. How will project deficiencies be handled and who is responsible for directing the con- tractor to repair deficiencies? to stop work? (iv) inspector qualifications (v) inspection budget -3- February 1983 PLAN OF OPERATION The purpose of a "Plan of Operation" is co identify in chronological order and describe those key milestones and actions from beginning of construction to the end of startup necessary to achieve a cost-effective, efficient , and reliable wastewate, treatment plant. Each task description should identify the person or persons responsible for the task. An initial "Plan of Operation" is to be submitted to WDOE for r^view and ` approval with the plans and specifications to verify that the grantee is committed to implementing proper staffing, training, startup, and operating requirements. The "Plan of Operation" must be updated as appropriate before the start of construction and at the 50 percent and 90 percent stage of step III construction (or more often if signifi:ant project changes occur) and resubmitted to WDOE for approval. Key activities and milestones which must be addressed in every "Plan of Operation" include, at a micimum, the following: A. Key Construction-Related Dates: 1. Bid award. 2. Start if construction. 3. Critical environmental milestones during construction and startup: i.e. , low flows, :ish migrations, seasonal• ir.dustrial inputs, etc. 4. Fifty percent (50%) construction completion. 5. Eighty percent (802) construction comp. -lion. 6. Key process units delivered. 7. Ninety percent (907.) con. truction completion. 8. Key pi as units on-line. 9. Construction completion. 10. Startup dates (start and finish). 11 . Anticipated grantee project acceptance date. '. 2. Date of termiistion of A/E startup services. -1- February 1Sb3 B. Plan for Staffing A Plan for Staffing must be included to assure that appropriate and neceavary personnel are hired and can be trained in a timely manner. The chief operator must be hired and on site no later than 50 percent of cunstruction completion. The remaining Operation and Maintenance (0&M) staff should be on board prior to startup. Proposed 0&M staff structure and organisation should _e included as well as staff classification levels. C. Plan foK Maintaining Interim Operation During Construction Every facility undergoing i •� :rade and discharging to a rface waters of this state has been issued an NPDES permit. The conditions of the permit mu at be met during the construction phase. The responsibility for ensuring NPDES compliance rests solely with the grantee, even though in certain circumstances the contractor may be required by the grantee to operate the facility during the construction upgrade phase. It is therefore icumbent upon the grantee to ensure that the NPDES requirements are co-amuni:aced to the contractor and are reflected in the contractor's construction contract and schedule. It is also incum- bent upon the grantee to develop an Interim Operation Plan prior to construction and follow the plan to ensure that all regulatory opera- tional requirements are adhered to during construction. For a facility undergoing an upgrade, the Interim Operation Plan must contain the following: 1 . Description of existing treatment, treatment levels, and 0&M prior to construction. 2. Descriptior of the grantee's understanding of NPDES requirements during cc struction and startup. Experience has shown that disagreements can arise betwee.i NDOE and grantees regarding NPDES requirements s-�n what they mean. Resolutioa of such differ- ences of opinion prior to the start of construction can go a long way towards preventing NDOE enforcement actio: and associated contractor claims during construction. 3. Description of interim treatment during construction including: a. Identification of grantee's/contractor's interim treatment staff including delineation of responsibility, qualifications of interim treatment staff in respect to proper certification, and organisation chart. b. Identification and description of all interim process changes that will be iecessary in going from the existing treatment mode to the required treatment mode, including schedule of flow changes and when key process equipment will be brought on line or disconnected. '2- February 1983 C. Interim sludge disposal plan. d. Emergency procedures that wili be followed in case of power interruption, high I/I, floods, slow process equipment delivery, etc. , during the interim treatment phase. e. Discussion of construction conditions that would mandate a facility bypass, steps that will be taken by grantee and con- tractor to avoid such conditions, and the procedures that will be followed to secure prior approval from the appropriate Washington Department of Ecology, Regional District Supervisor, should a bypass become mandatory. In ad '.ition, should a bypass become mandatory, the grantee must provide the department with an assessment of potential environmental an water quality impacts of a bypass of the raw or partially treated effluent. f. Description of key startup artivities and dates of occurrence. Startup is defined as a series of events occurring towards the end of the construction or upgrade phase that lead to a stabi- lized, routinely controlled plant process, or unit. These key events include, but are not necessarily limited to: (1) Dry run inspection of equipment for proper mounting, direc- tion of rotation or travel, proper lubrication with the type of lubricants recorded and properly filed, clearances, -lignmenta, undue noise and vibration, safety devices, and general operation. (2) Wet-run inspection to verify plant hydraulic integrity. All deficiencies found during tte'wet-run inspection and testing should be corrected befote actual startup. (3) Startup planning meetings to organize and plan the actual startup of the facility. (4) Startup. Activities undertaken during startup may range from simply "pushing-the-button" to initiate plant machinery, to carefully •.onitoring unit operation under a range of flow and loading conditions to be assured of proper operation. In all cases, the equipment manufacturer's instructions should be carefully followed during startup, as well as the instructions contained in the 06M Manual. Any change to the O&M procedures found necessary as a result of startup should be incorporated into the 06M Manual at this time. For new facilitier undergoing construction, -fie Interim Operation Plan must include items 2. and 3. f. above as relating to startup. D. Training Plan for startup This describes the training that will be provided to plant personnel during plant startup to h14 =h a proper framework for long-term, trouble-free, efficient iperation. The plan should identify -3- February 1983 necessary training related to startup, such as vet and dry testing of equipment, instrument calibration, a review of operating process control procedures, etc. Specific training materials and requirements should be addressed, as should training strategy and responsibility and a training schedule. E. A/E Startup Services Proposal The startup services proposal identifies the specific services to be rendered by the A/E or consultant during the startup period of a new or upgraded treatment works. The services must be rendered by the desigr^ engineer or others identified by him/her. The proposal should encompass training provided to the grantee in process control and all aspects of startup for which the A/E and/or consultant is responsible. It should also identify startup activity for which the grantee is responsible. Costa associated with A/E startup services moat be identified as a separate line ite in the A/E contract. F. Training Plan for erating Procedures and Plant Safes The mining plan must be developed and should address all topics for , which operations training may be needed such as plant management , pro- cess control, laboratory techniques, maintenance management, including maintenance schedules, and special equipment operation. Job and train- ing aids and sources should be delineated. This training plan may be modified after the appropriate staff has been hired and its abilities and experience evaluated. Sever Use Ordinance For both state and federally funded projects, a schedule for develop- ment of a sever use ordinance must be presented which provides suffi- cient time for submission of the proposed ordinance to WDOE for review and approval and for grantee adoption of the ordinance before 80 percent of construction completion. H. Final Retailed Coat Estimate for O&M For federally funded projects, the final, detailed cost estimate for O&M must be submitted in time to establish user charges and prepare the necessary ordinances for grantee adoption. I. User Charge Ordinance F�,r federally funded projects, a schedule for uevelopment of a user oarge ordinance must be presented which provides sufficient time for submission of the ptonosal ordinance for review and approval by WDOE and grantee adoption by 8G percent construction completion. -4- February 1983 J. Sever 'yatem Rehabilitation If rem*bilitstion is required, the Plan of Operation should include a schedule for rehabilitation consistent with that provided in the grant agreement or required by the NPDES permit . Before payment of more than 80 percent of any federally funded projects, the grantee must s�ov evidence of compliance with the evaluation attu rehabilitation schedule. R. Pretreatment Program For those federally funded municipalities required to develop a pretrcaat- ment program under 40 CFR Part 403, the program must be approved before project payment over 90 percent can be authorized. Sufficient lead time should be provided in the Plan of Operation to avoid payment delays . L. Operation and Maintenance Manual The plan must include a schedule for development of the 0&M Manual . The schedule must allow sufficient lead time for submission of a draft 0&M Manual to b'DOE fo- review prior to 50 percent construct<on comple- tion; and for submission for approve' the completed O&M Manual prior to 90 percent constructio. completioi.. -S- February 1983 PLAN OF OPERATION The purpose of a "Plan of Operation" is to identify in chronological order and describe those key milestones and actions from beginning of construction to the end of startup necessary to achieve a cost-effective, efficient , and reliable wastewater treatment plant. Each task descriptitn should identify the person or persons responsible for the took. An initial "Plan of Operation" is tc be submitted to MDOE for review aro approval with the plans and specifications to verify that the grantee is committed to implementing proper staffinE, training, startup, and operating requirements. The "Plan of )peration" must be updated as appropriate before the start of construction and at the 50 percent and 90 percent stage of step 11I construction (or more often if significant project changes occur) and resubmitted to HDOE for approval. Key activities and milestones which must be addressed in every "Plan of Operatiot " include., at a minimum, the following: A. K�Construction-Related Dates: 1 . Bid award. 2. Start of construction. 3. Criticai environmental milestones during const uction and startup; i.e. , low flows, fish migrations, seasonal industrial inputs, etc. 4. Fifty percent (50%) construction completion. 5. Eighty percent (80%) construction completion. 6. Key process units delivered. 7. Ninety percent (90%) construction completior 8. Key process units on-line. 9. Constructing completion. 10. Startup dates (start and finish). 11 . Anticipated grantee project acceptance date. 12. Date of termination of A/E startup services. February 1983 B. Plan for Staffing A Plan for Staffing must be included to assure that appropriate and necessary personnel are hired and can be trained in a timely manner. The chief operator must be hired and on site no later than 50_kercent of construction co_nletion. The remaining Operation and Msintensnce (O&M) staff should be on board prig to startup. Proposed 06M staff structure and organisation should be included as well as staff classification levels. C. Plan for Maintaining Interim Operation During Construction Every facility undergoing upgrade and discharging to surface waters of thir state has bee , issued an NPDES permit. The conditions of the permit must be met during the construction phase. The responsibility for ensuring NPDES compliance rests solely with the grantee, even though in certain circumstances the contractor may be required by the grantee to operate the facility during the construction upgrade phase. It is therefore incumbent upon the grantee to ensure that the NPDEa requirements are communicated to the contractor and are reflected in the contra-'.or's construction contract and schedule. It is also incum- bent upon % ,ie grantee to develop an Interim Operation Plan prior to construction and follow the plan to ensure that all regulatory opera- tional requirements are adhered to during construction. For a facility undergoing an grade, the Interim Operation Plan must contain the following: scription of existing treatment , treatment levels, and O&M prior construction. Description of the grantee's understanding of NPDES requirements during construction and startup. Experience has shown that disagreements can arise between WDOE and grantees regarding NPDES requirements and what they mean. Resolution of such differ- ences of opinion prior 1 the start of construction can go a long way towards preventing WDOE enforcement action and associated contractor claims during construction. 3. Description of interim treatment during construction including: a. Identification of grantee's/contractor's interim treatment staff incl-.iding delineation of responsibility, qualifications of interim treatment staff in respect to proper certification, and organization chart. b. Identification and description of all interim p.ocess changes that will be necessary in going from the existing treatment mode to the required treatment mode, including achedule of flow changes and when key process equipment will be brought on line or disconnected. -2- D.O.E. General Correspondence S--296 5 February 1983 C. Interim sludge disposal plan. d. Emergency procedures that will be followed in came of power interruption, high I/I, floods, slow process equipment delivery, etc. , ,during the interim treatment phase. e. Discussion of construction conditions that would mandate a facility bypass, steps that will be taken by grantee and con- tractor to avoid such conditions, and the procedures ths, will be followed to secure prior approval from the appropriate Washington Department of Ecology, Regional District Supervisor, should a bypass become mandatory. In addition, should a bypass become mandatory, the grantee must provide the department with an assessment of potential environmental and water quality impacts of a bypass of the raw or partially treated effluent . f. Description of fey startup activities and dates of occurrence. Startup is defined as a series of events occurring towards the end of the construction or upgrade phase that lead to a stabi- lized, routinely controlled plant process, or unit. These key events include, but are not necessarily limited to: (1) Dry run inspection of equipment for proper mountin g, direc- tion of rotation or travel, proper lubrication with the type of lubricants recorded +nd properly filed, clearances, alignments, undue noise and v0ration, safety devices, and general operation. (2) Wet-run inspection to verify plant hydraulic integrity. All deficiencies found during the wet-run inspection and testing should be corrected before actual startup. (3) Startup planning meetings to organize and plan the actual startup of the facility. (4) Startup. Activities undertaken during startup may range from simply "pushing-the-button" to initiate plant machinery, to carefully monitoring unit operation under a range of flow and loading conditions to be assured of proper operation. In all eases, the equipment manufacturer's instructions should be carefully followed during startup, as well as the instructions contained in the 06M Manual. Any change to the 06M procedures found necessary as a result of startur should be incorporated into the DbM Manual at this time. For new facilities undergoing construction, the Interim Operation Plan must include items 2. •nd 9.f. above as relating to startup. D. Training Plar. for Start This describes the training that will be provided to plant personnel during plant startup to establish a proper framework for long-term, trouble-free, efficient plant operation. The plan should identify -3- February 1983 necessary training related to startup, such as vet and dry testing of equipment , instrument calibration, a review of operating process control procedures, etc. Specific training materials and requirements should be addressed, as should training strategy and responsibility and a training schedule. E. A/E Startup Services Proposal The startup services proposal identifies the specific services to be rendered by the A/E or consultant during the startup period of a new or upgraded treatment works. The services must be rendered by the design en6�neer or others identified by him/her. The proposal should encompass training provided to the grantee in process control and all aspects of startup for which the A/E and/or consultant is responsible. It should also identify startup activity for which the grantee is responsible. Costs associated with A/E startup services must be identified as a separate line item in the A/E contract. F. Training Plan for Operating Procedures and Plant Safety The training plan must be developed and should address all topics for which operations training may be needed such as plant management , pro- cess control, laboratory techniques, maintenance management , including maintenance schedules, and special equipment operation. Job and train- ing aids and sources should be delineated. This training plan may be modified after the appropriate staff has been hired and its abilities and experience evaluated. G. Sever Use Ordinance For both state and federally funded projects, a schedule for develop- ment of a sewer use ordinance must be presented which provides suffi- cient time for submission of the proposed ordinance to WDOE for review and approval and for grantee adoption of the ordinance before 80 percent of construction completion. H. Final -Detailed-Cost Estimate for 06M For federally funded projects, the final, detailed cost estimate 'or OVT must be submitted in time to establish user charges and prepare the necessary ordinances for grantee adoption. I. User Charge Trdinance For federally funded projects, a schedule for development of a user charge ordinance must be presented which provides sufficient time for submission of the proposal ordinance for review and approval by MDOE and grantee adoption by 80 percent construction completion. -4- February 1983 �. Sever System Rehabilitation If rehabilitation is required, the Plan of Operation should include a schedule for rehabilitation consistent with that provided in the grant agreement or required by the NPDES permit . before payment of more than 80 percent of any federally funded projects, the grantee must show evidence of compliance with the evaluation and rehabilitation schedule. R. Pretreatment Program For those federally funded municipalities required to develop a pretreat- went program under 40 CFA Part 403, the program must be approved before project payment over 90 percent can be authorised. Sufficient lead time should be provided in the Plan of Operation to avoid payment delays. L. Operation and Maintenance Manual The plan must include a schedule for development of the 03M Manual . The schedule must allow sufficient lead time for submission of a draft L ' Manual to WDOE for review prior to 50 percent construction comple- tion; and for submission for approval of the completed 06M Manual prior to 90 percent construction completion. -5- d OF 8y,. PUBLIC WORKS DEPARTMENT _ DESIGN/UTILITY ENGINEERING 0 235-2631 MUNICIPAL "-UILDING 200 MILL AVE.$O. RENTON, WASH. 98055 90 0' G�4rEO SEP`EM'04'P BARBARA Y. SHINPOCH MAYOR January 24, 1983 Washington State Department of Ecology Mail Stop PV-11 Olympia, WA 98504 Attention: Municipal Division Subject: Referendum 39 - Pre-Application Honey Creek Gentlemen: As we have indicated on our December 22, 1982 application submittal , we have developed additional information on septic tank failures. As indicated on the attached letters by the Health Department, the area has serious oroblems with septic tank system failures, and sanitary sewer overflows from the overflowing Sunset Lift Sta- tion. Sanitary sewer improvements are badly needed in this moderate to low income community. Your assistance in attaching this separate submittal to our application for Referendum 39 funding would be appreciated. Very truly yours, r�J 0ot fs�(A ` Robert E. Bergstrom, P.E. Engineering Supervisor REB:jft Attachments A �� �_ � as � ,.'.may �• . • , �. `i •�'�'�• � ��������mar ,.� � too '�"��� �•� ���dmL"GG�'��©�© � '';1�5i, $'B ��� •�; �m mm mmb"��'r'm LA. a Seettle-King County/ DEPARTMENT OF PUBLic HEALTH t r Public safety Bulltllnp Seattle, Washlnpton 96104 (aos) sea-aseo LAWRENCE BERGNER, M.D.. M.P.H., Director of Public Health Fei ruary 21 , 197A Gary Kruger, Senior Planner Renton Planning Department Renton City Nall 200 Mill Ave. So. Renton, Washingtor) 98055 Re: Proposed Sierra ''ieights Annexation Dear Mr. Kruger: In regard to your letter reluestinp information on sewage disposal systems in the subject area, this department made a survey on Feb- ruary 23, 197!5. A man shoving the results o° this survey is enclosed. Out of one hundred a• d fifty-five (155) systems surveyed there were thirty-one ( 31) failures ane twenty-two (22) probable failures. Fifty-three (53) confirmed and probable failures out of one hundred and fifty-five systems repwesents a serious potential tiealth hazard. Sanitary sewers are very bacl needed around SE 103rrt and Sr inht' , and would be a great ben�o the whcle area. Very tr,_ly yours, Willian x. Lieninr J Sti-ervisinp Sanitarian Division of Environmental 4ealt,. Southeast District 'wealth venter PH/et Enc. cc: Warren Oonnason, Director, Renton Public Works Department DISIRICT HEALTH CENTERS. NORTH EAST SOUTHEAST BOVTNWEST 1n00 N.C.T.OIp 16e09 No,10a•t B•11•v W- 1( 1 N ! •tp St nip A,yn W 60«tnw•,1 e••tiN WtnO R•tl T•p•Ro•a R•n1«n 00065 n••ei•net.n 303-4706 e•t•v«•fNf009 nne-nen0 n•M-n•p0 nn9-IaTB OPERATION AND MAINTENANCE MANUAL GUIDELINES FOR WASTEWATER TREATMENT FACILITIES it STATE OF WASNINGTON DEPARTMENT OF ECOLOGY MUNICIPAL DIVISION December 1979 PART I - GENE.RAI. INSTRUCTIONS State and federal regulations require the submission of an Operation and Maintenance Manual when construction of new or expansion of existing wastewater treatment and disposal facilities is supported by state and federal funds. These manuals will be reviewed for adequacy and complete- ness pursuant to 40 CFR 35.935-12, and the Federal Guidelines for Opera- tion and Maintenance of Wastewater Treatment Facilities (August 1974) , "Requirements and Suggested Guide for an Operation and Maintenance Manual for Waste Treatment Facilities," (Rev. July 1975), the manual "Considerations for the Preparation of Operation and Maintenance Manuals," EPA 1,30/9-74-001 , and the "Design Guidelines for Operability, Flexi- bility, and Maintainability of Wastewater Treatment Plant," September 1978, EPA, Region R. Wastewater treatment plants are usually custom built facilities. Hence, a GENERAI. Operation and Maintenance Manual cannot adequately cover all possible comnivaLions of special features included in each plant. Therefore, whether construction has been undertake., tic provide an entirely new facility or to modify, expand, or modernize an existing facility, specific guidance in the form of a DETAILED Operation and Mainte ice Manual prepared expressly for the treatment Ilant under consideration is needed. In the case of a process modification, a manual coveting opera- tion and maintenance for the entire treatment facility is deemed necessary when the modification materially affects entire plant operation or when there is no existing manual. Some process modifications that are con- sidered to materially impact on the entire plant operation include, for instance: 1 . The addition of sludge handling facilities, such as thickening or dewatering, when no handling was previously provided. 2. The addition of secondary treatment to facilities that pre- viously were only primary. 3. The addition of advanced treatment when return flows (from filters, carbon columns, etc. ) are recycled hack for treatment in the primary-secondary process. 4. The addition of primary clarifiers and anaerobic digesters to a treatment process previously equipped with only one primary- digester combination. Many other process modifications could be cited that would require alteration of existing plant operations procedures. Any changes in operational procedures must be accounted for by revising a previously approved manual to reflect modified treatment plant conditions, or by developing a new set of operating procedures (when an approved manual is not available). The Operation and Maintenance Manual need not and should not contain extensive general information on the history, methods, biology, etc. , of wastewater treatment ; this information can he readily obtained by the 1 'FABLE OF CONTENTS P� PREFACE PART I - GENERAL INSTRUCTIONS . . . . . . . . . . . . 1 PART II - GUIDELINES FOR OPERATION AND MAINTENANCE MANUAL CONTENT. . . . . . . . . . . . . . . . . 4 A. INTRODUCTION . . . . . . . . . . . . . . . . . . . . 4 1. Purpose of the Project. . . . . . . . . . . . . . 4 2. Project Description . . . . . . . . . . . . . . . 4 3. Design Criteria . . . . . . . . . . . . . . . . 4 4. Flow Diagram. . . . . . . . . . . . . . . . . . . 4 5. Permit Requirements . . . . . . . . . . . . . . 4 B. UNIT PROCESSES . . . . . . . . . . . . . . . . . . . . 5 1. Purpose and Intent. . . . . . . . . . . . . . . . 5 2. Process Operating Parameters. . . . . . . . . . . 5 3. Hchievement of Process Operating Parameters . . . 5 4. Performance Evaluation. . . . . . . . . . . . . . 6 5. Safety. . . . . . . . . . . . . . . . . . . . . . 7 1 C. LABORATORY CONTROL . . . . . . . . . . . . . . . . . . 7 1. Process Control Sununary . . . . . . . . . . . . 7 2. Sampling System and Locations . . . . . . . . . . 7 3. Record Keeping System . . . . . . . . . . . . . . 7 D. MAINTENANCE PROGRAM. . . . . . . . . . . . . . . . . 7 1. Preventive System . . . . . . . . . . . . . . . 2. Emergency . . . . . . . . . . . . . . . . . . . . 3. Stock room; inventory . . . . . . . . . . . . . . E. GENERAL, . . . . . . . . . . . . . . . . . . . . . . . 8 1. Reference Materials List . . . . . . . . . . . . . 8 2. Treatment Plant Solids Rnlauce Diagram. . . . . . 9 3. Personnel . . . . . . . . . . . . . . . . . . 9 4. Record Keeping. . . . . . . . . . . . . . . . . . 9 5. Agrremenle with dischargers; pretreatment . . . . 10 6. Warranties. . . . . . . . . . . . . . . . . . . 10 7. Sewer Ordinance . . . . . . . . . . . . . . . . . 10 operator from other sources. WHAT IS NEEDED 15 PRECISE AND DETAILED INFORMATION ON THE SPECIFIC PLANT - ITS DESIGN CRITERIA, PROCESSES, EQUIPMENT, AND THE INTERRELATIONSHIP OF EACH TO ACHIEVE PROPER AND INTENDED OPERATION OF THE PLANT. To this end, the Operation and Mainten- ance Manual should he a guide and handbook, easily usable by the opera- tor, which will insure continuous, effective, efficient and economical operation of the facilities in such a manner as to produce an effluent which meets or exceeds waste discharge requirements and state water quality standards.* Submittal of the Operation and Maintenance Manual shall be made to the State Department of Ecology, Municipal Division, pursuant to the following schedule: 1 . An acceptable complete draft operations and maintenance manual must be submitted to the division no later than 30 days before the request for 50 percent Step 3 progress payment . Failure to submit an acceptable manual at this time will result in a Step 9 grant payment delay. A complete and comprehensive draft manual is essential to insure that functional informa- tion, developed by the design engineer, is promptly translated into specific operational direction. ,opased estimated manual costs to be included in Step 2 application, or if applicable Step 3 application, must he delineated by Lite man-hour iurat (englneering, drafting and clerical (including reproduction) categoriosj and assoc i.iled cost informali-,n pertaining to eaeh of lbesc three categ�.rly>.. Manual costs must be included as it sep:u ale ,lem i , the preluui - nary eagiueering cost breakdown. 2. Three copies of the final Operation and tlaintcaance Manual , containing all necessary revisions and all major equipment maintenance infirmation for the plant, must he submitted not later than the request for the 90 percent Step 3 progress payment, or 30 days prior to plant startup, whiever occurs first. I The state grant contract requires the use of the Operation and Maintenance Manual in the conduct of plant operations. Close coordination in the development of the manual content must he made between the grantee, their design consultant , and treat- ment plant operational staff It, insure that material pvosented in the manual will be utilized and kept current . 'fo assure that proper review has been given to the manual , a cover letter with approv-1 signatures from the following individuals must be submitted with the final manual : a. Agency manager, public works director, or other person in charge of the wastewater treatment facility. b. Treatment Plant Superintendent. *This manual will be written for the operators to use, not for igineers to read. The less verbiage, the better. 2 c. Person responsible for preparing operations and maintenance manual . In addition to meeting agency operation needs, the final revised clperaliun and Maintenance Manual , the approved plan- and specilications, :uo1 "as bun lt" plans (should they be dillerent from ipproved plans) will comprise key information elements that will be utilized by the regulatory agency when making annual operation and maintenance inspections. The manual should be bound in such a manner as to facilitate updating and revision. Visual aids, charts, tabular format, exploded views, and other similar methods should be used whenever and wherever possible to insure effective and efficient use of the manual by operating personnel. It is not the intent of these guidelines to restrict or stifle initiative. Rather, these guidelines present a recommended format of a plan essential for good wastewater treatment plant operation. Engineers and consultants are encouraged to improve upon these guidelines to accommodate unique treatment plant requirements. COMPLIANCI. WI'111 OPERATIONAL REQUIREMENT'S SPECIFIED IN THE COMI'If.l'I:D OI1MAT'ION AND MAIN'ITNANCE MANUAL, INCLUDING LARORATORY RECORDS, MAINTENANCE RECORDS, AND PROCESS CONTROL PROCEDURES, WILL BE DETERMIREO DURING THE FIRST ANNUAL. OPERATION AND HAINTENANCE INSPECTION. 3. Three copies of revisions which may become necessary after plant start-up shall be provided to the division not later than one year after plant start-up and prior to the first annual inspection. 3 PART II - GUIDELINES FOR OPERATION AND MAINTENANCE MANUAL CONTENT TABLE OF CONTENTS Considered as an integral part of any manual will be the inclusion of a comprehensive and complete table of contents. The table of contents must be very specific in terms of detail . It behooves the manual writer to include such a detailed format since it: (1) materially aids the operator in rapidly locating a specific topic; and (2) serves as an excellent starting point in formulating the instructional program. A. INTRODUCTION This information is not to be considered as general operator training, but should provide direct guidance to the operator and should address itself specifically to the plant for which the Operation and Maintenance Manual is written. Considering the designer's intent and the equipment capabilities and limitations, the introduction should include: 1. Purpose of the Project Give a concise statement of the purpose of the overall treat - ment plant and what is expected to be accomplished by its design and operation. This overall statement of purpose should be specifically related to waste discharge requirements that have been established for the project. 2. Project Description Provide a map of the tributary area to the treatment plant, including identification of general sources and amounts of wastewater, including layout of interceptors. This may he included as an attachment, if limitations of size and scaie preclude its inclusion in the manual. Briefly describe the characteristics of the wastewater to be treated. Include location of major contributors. 3. Design Criteria Summarize the design criteria by process unit and performance expectations in a readily comprehensible format, preferably tabular. 4. The manual will contain a simplified schematic flow diagram of major pipelines, valves, and controls. S. Waste Discharge Permit Requirements Submit a copy of the current NI'UES permit or waste discharge requirements used to develop the project with each copy oI the Operation and Maintenance Manual. A tabular summary should he presented listing all NPDF.S discharge requirement sampling specifications. 4 UNIT PROCESSES For eacb unit , ( i .c. , hea-tworks, comminution, grit re-moval , primary sedimentation, aeral ion, digest run, disinfection, etc. ) , describe in detail how to achieve operation of the unit so that it will perform according to the intended purpose. Although they do not precisely fall within the description of "unit processes," auxiliary systems such as the potable water system, nonpotable water system, gas system, electrical system, alarm system, etc. , are to be included and each designated "a unit process." Descriptions must include instructi )ns for unit start- up, shutdown, and conditions of varying flows from very low flow to flows at the design capacity of the unit. Emphasize the relationship between the unit operation and overall plant process control, clearly showing how the unit must be operated to effectively and efficiently achieve the design purpose of the plant. Visual aids ; ill b:• used whenever possible. It is suggested in all cases that the normal process operation of the unit be described first, followed by detailed directions for operation for shutdown, start-up, and each process variation. It is also suggested that units be presented io flow sequence from the headworks to the dis- charge. The arrangement for the logical presentation of the required informal ion is as follows: 1 . Purpose and Intent Clearly state the purpose and intent of the unit. Explain the relationship and operating functions of this unit to other units and to the plant as a whole. For example, operation of sludge thickener's affects primary clarification by means of excessive solids concentrations in the return flows; and digester opera- �ion by means of insufficient solids concentration in the underflow. Include schematic and other visual aids. Maximum effort to utilize schematics developed for the draft submittal should be made. 2. Process Operating Parameters Slate clearly in a tahular format what the process operating par.rrnetoes are for the nnet . 11 ranges are given, slier ilically state what the designer recommends within this range as an operating condition. A solids balance diagram will be included for each unit process. 3. Achievement of Process Operating Parameters This is considered the most important section of the entire Operation and Maintenance Manual. For each unit a systematic operatir.g_ approach must be spelled out. Tne systematic opera- ting approach must, as a minimum, establish detailed procedures for: 5 a. Manual and automatic process operation and control for each operational mode; b. Unit process shutdown for each operational mode including adjustment of other affected unit process to accommodate the shutdown; C. Unit process start-up for each operational mode to bring the unit process back on-line after being shutdown, including adjustment of other affected units. The detailed procedures referred to above must include the provision for feedback where chemical or physical control tests are specified. The feedback must be in the form of detailed step-by-step instructions for adjusting or changing operational configuration of the unit as required by the control test results. Step-by-step instructions must be presented in a "closed loop" format; i.e. , a chemical or physical measurement is made of a process variable, and the operator thou compares the measurement with a desired process parameter gauge (i.e. , chlorine residual, dissolved oxygen, MLSS, sludge residence time, etc.). If necessary, he makes an adjustment. with control equipment to bring the process variable into the parametric range. Calculations which translate control data into control actions must be integrated into step-by--;tep procedures. Application frequency of the coot rol procedure must be spec itied. For example, the procedure for manual control of dissolved oxygen in an activated sludge reactor might he applied every two hours. Adrquale cousideraliun for system response or lag time should also be made when specifying procedure application frequency. Free use must be made of schematics, diagrams, and other visual aids for illustrating specific operating instructions and control devices. A complete summary of laboratory control tests and physical measurements required for unit process control must be presented. The control test summary should provide a quick reference for j the operator as to the time, location and type of sample required. 4. Performance Evaluation Process evaluation and calculations that are performed periodic- ally, and supplemental to routine process control , should be presented. Sample calculations, demonslratiug how computaliou of the unit's load and efficiency are made, should be included. Interpretation and evaluation of calculated values must be made. 6 Graphical short cuts should be developed that facilitate performance calculations. Data input for the specific unit process being discussed should be developed in this section to contribute to the overall plant solids balance sheet located in the appendix. Give emergency plans indicating procedures to be followed in ease of power failure, structural damage by earthquake, flood, or other causes• equipment failure, operating short-handed, etr- 5. Safety For each unit process include warnings and description of unusual hazards to operating personnel and the public, and describe normal safety precautions. Safety must be taken into consideration in all procedures specified. Give special emphasis to other safety publications, particularly for waste- water treatment plants. C. LABORATORY CONTROL 1. Process Control Summary A summary of all process control tests required for each unit operation should be prepared in a tabular format . Summarized information should include sampling frequency, time (if import- ant) , location, and type. Sample graphs should be included which show process control parampters. Special analysis equipment specifically designed for process c oil lr.,1 application huu I by discussed. 2. sampliug Sysleiu and Lncatious A treatment plant plan should be presented which illustrates and identifies all sampling loc !ions. All special sampling cousideratinns should be discussed including automatic sampling systems or devices. The requirement for representative sampling should be emphasized. 3. Record Keeping System A complete record keeping system should be presented which organizes data collection for process control and any informa- tion required by regulatory agencies. Show samples of records to he kept. h. PREVENTIVE HAIN'1'ENANCE fit, lu.lp oia int en.ulce schrdnlr•., lur nails and equipment iu eaoh unit , joss relerentod by page uud model numhels la mauu Ltc Utrer's m.inuals, 7 where possible. Maintenance schedules post show frequency avid type of maintenance to be performed, including special coating or lubri- cants and procedures. The manufacturer's manuals should be referenced for detailed information. Give special precautions or instructions for unusual maintenance, highlighted for special emphasis. Describe preventive maintenance and present frequency schedules for the mechanical equipment included in each unit process. The entire preventive maintenance in tabular form should be included in the appendix. Furnish equipment manuals containing parts lists and, wherever possible, exploded views of the equipment must be furnished for equipment and must be clearly marked showing the particular model used in the unit. Equipment manuals should be furnished in a separate binder. Include the names of all subcontractors and equipment suppliers complete with the telephone number and name of responsible individual of each firm. The equipment manufacturer and/or vendor will provide for each piece of equipment a complete maintenance summary which will include: 1 . Name of manufacturer with address and phone number of nearest representative. 2. Complete identification/specification tag data including serial number of equipment. 3. A list of parts numbers and 'a list of spare parts with their numbers and such other information as may be needed to order parts. 4. A complete listing of routine maintenance, including time intervals for lubrication, adjustments, etc. , and a list of acceptable euivalent lubricants from at least three different major manufacturers whose products are locally available. 5. Weight of individual components of each piece of equipment weighing over 45 Kg, 100 pounds). E. GENERAL 1 , Reference Materials Under appropriate unit process headings, list any reference material which will help inform the operator of general and specific information applicable to live plan) which is not covered by the Operation and Maintenance Manual. Include sufficient information to enable the operator to obtain the references. Special bulletins, brochures, shop manuals, or handbooks which would be of value to the operator and which would not be readily obtainable by him, should be included wherever possible as referenced appendices. An example could be the Ken Kerri courses from Sacramento State College, This 8 will include references to at least two standard levels on wastewater plant safety. 2. Treatment Plant Solids Balance Diagram A solids balance diagram for the entire plant operation should be included in the manual to periodically allow the operator to look systematically at the distribution of solids throughout the entire treatment system. The interaction of all unit processes can be visualized more easily by means of the solids balance diagram. 3. Prrsonuel The personnel section should include recommendations on the numbers, qualifications, duties, and grades of operators required to operate and maintain the plant. Determinations should be realistically made on the basis of operating the plant at all times to produce an effluent meeting waste dis- charge requirements. State justification for each position so that budgeting and fund allocating bodies within the agency operating the plant will recognize the need and appropriate the necessary funds for personnel to operate and maintain the plant . There should be a reasonable attempt to relate salary level(s) of operator(s) to other municipal employees with similar types and amounts of training, and with equivalent responsibilities. Devote a special section to operation of the plant_ when short-handed durfnj situations when all necessary personnel are not available. — - 4. ke,ord f(ceping The need for keeping accurate, complete records has long been established. When accurately kept, they can, and should, be used as a guide in regulet...g, adjusting and modifying the plant facilities and treatment processes. The real need is for recording information on a regular, systematic basis so that the records are an accurate history of operations. Records also provide an excellent check en things done or to be done, especially as regards maintenance programs. The most efficient way to keep records is to plan what data are essential and useful and then to prepare forms on which the information may be quickly entered in the proper spaces. Forms not only indicate the data to be obtained but provide for entering them with a minimum possibility of error or omission. Records should be made at the time the data are obtained by the person directly oonceru•d with making the particular measurements. The most obvious need for records are in laboratory testing results, the systematic maintenance program, and operating activity. A sample of each type of record form should he provi,' ,d, with an explanation of where the information can be obtained, how it is to be measured, and the significance of the data obtained. This will include samples of the graphs showing process control. 9 5. Agreements with dischargers to the system A copy of each agreement which has been made with the municipal- ity and a major discharger should be included. Information must be available as to the frequency of discharge, the amount and components of the discharge. If pretreatment occurs, or is required, details of this action must be included. Parti- cular attention should be made of toxics, or components which will affect the biological operation of the wastewater treatmeht . 6. Warranties A copy of each warranty for each piece of equipment should be filed here. It may or may not he included in the equipment manufacturers' parts Lists, but for ease of location, a copy should be here also. 7. Sewer Ordinance A copy of the sewer ordinance for the municipality must be here. 8. General Safety Plant safety cannot be over emphasized. There are several standard texts available, which should be included under A, above. Those particular safety problems associated with this wastewater facility should be thoroughly illustrated, disenssed, and explained. 10 Grant Number PART 111 . CHECKLIST FOR REVIEW OF COMPLETED OPERATION AND MAINTENANCE MANUAL Subject Coverc.l _ Yea No NA _1nag wte Table of Contents, Layout A. Introduction 1. Purpose of project; statement of accomplishment, expectations Relate purpose to NPDES require- ments 2. Layout of tributaries of plant Characteristics expected of each major contributor (more than _ % of total plant influent) 3. Design criteria 4. Flow diagram, hydraulic profile 5. Permit requirements Copy of permit B. Unit Process, _ _ unit 1. Purpose and intent of unit 2. Operating parameters 3. Means of achieving operating Parameters Manual operation Automatic operation Startup operation Shutdown operation Frequency of control Procedures Emergency operation 4. Performance Evaluation 5. Safety procedures for unit 11 C. Laboratory Control I. Summary of tests required Equipment for each test Equipment maintenance Supplies 2. Sampling requirements Locations Types 3. Record Keeping Explanation, purpose Examples, including process control graphs D. Maintenance Program 1. Preventive or regular, g system Importance Records Proposed schedule 2. Emergency 3. Store room; parts inventory; equipment ID cards E. General 1. Reference Material Equpiment manufacturers' specifications Educational material avail- able by topic i. iolids Balance diagram, for total operation 3. Personnel Operational requirements Responsibilities Salary Levels - relationship to other municipal employees 4. Record Keeping Accident records Expenditures, outgo Revenues, income Annual report to management 12 5. Agreements with dischargers to system Pretreatment 6. Warranties ). Sewer Ordinance 8. General Safety Reviewed by Date Grant Number Municipality Gmaueting Engineer 13 :Arapdo�S7w -fn J � vas ua � d o � � 311113113 311A =1O 9NlaN3