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Home My WebLink AboutIowa DNR Sewage Treatment Agreement - 11/21/2005 Bill Weiland - SewageTrtmntAgreement.pdf Page 1 Iowa Department of Natural Resources Wastewater Section Construction Permit Application SEWAGE TREATMENT AGREEMENT I NSTRUCTi cKs This agreanentmust bee(eartedfor al1proja2sHhaeconstruc tionwdsawgetrestrrntWIIbeprovided bydifferent parties; Le,a pdvdesubdiAsionconnetingtoarrunidpa I system 7hisEIrearentmust beewute dbythepatieswhoaeowersathetim ethe pe itisissual,regadlessofwhdtertitletotheproposelm nstructionprojectwIl betranst Erred afteaxrpldionofthe project. This agreement is not necessary When am ntra2for sawWtreeltmaitdready adsts ;i.e,savimcordraXsbdwenrrunidpdi ties. Hm%wer,the Department of Natural Resoiuoes must bei nfo m-Edinwritingthat theoontractudagreement does edst. AFRICANT B33 N1332 OAiN82 F1 RM I sl eof Co Casinos,Inc Stall ey Consul tants,I nc. ADDFESS ADDRESS 18001sI a Fb kway,BdtEndorf,lA 52722 2251aneAvE nue,Musdi ne lA 52761 R6RESENrATIVE TT3l+ICrE PROJEC7CFFICE2 TaB+uE U l l M l and 563.441.7131 Mak D.Warner 563264.6462 FRO E"T I DBYTi FiCATI CTI Isleof Capri Casino OAt RAPDSYSrEM RECBMNGWASTM a ty of Waded oo,Iws CERTiRGATE lantheaAhorizalrepresentctiveoftheounaideitifielabove End statethat the proposed sanitaryszvaagefailiti(sshdl be constructed inamrdancaWththe plans aid specifications and dlvales oontdbute dbythisprojetshdlbedisdlagedtot he tractus t systen i denti fi e1 dlrnre TLRE TITLE eAl AGi4 494iTOFRa/IDEStEV/ACETREATMENT Ianthearthorizeirgxesentativ eoftheamwofthesystenidentifiedabove and statethat the amnEdionoftheproposedsa nitay saaeagefadIitiesidentified aboveisappr ovedbythe ovna,aid that theanner accepts responsbiIityfor providingadequate trEdmentofail wastesoontributedbythis project,inaznrdancaWthth eprovisions of Chapter 455B,CodeoflaAgaid the r ules of the D(Tuatmmt of Turd Re souro3.Th i s Veer ent shd I not beconstrued i n any `qy to affect any I od ordi nanees,sans servi oeagreer ents,or feasyderrs entered into bdw w the pati es. 9C TYPED HCA'r (e Ti TLE R-CiENUMBER LATE o1a O ;l/-0 5 DNR form 29(Nov ) 542-3219 BHIIWelland - Exhibit8A ScheduleXpdf Page 1^ Exhibit 8A Iowa Departmentof Natural Resources Wastewater Section Construction Permit Application SCHEDULE A,General Information APPLICANT ENGINEER C"�� Fl RM Isleof Capri Csincs,Ina Sail Consul tants,Inc. ADDRESS ADDRESS 18OOlsIeP,Tkyoy,E3cttEndorf,IA52722 225 lamAvaiue,Musrdine,[A52761 RE19RE03NMATIVE TELE1+ t`E PPaErTCFFICER Ta6}ICNE Bt I I Weiland 563.441.7131 Mak D.Werner 563264.6462 FROECTIDENTIFlCATICN ESffMATED SfARTDATE' EBTiMATED CCMR-En CNCATE I d eof Capri Cali no Noverba 2005 May 2007 PLEASE RESPOND TO ALL QUESTIONS YES NO 1. H3;a"ineaingreporLfadlitiesplaiorothainforrrr3ionpraviousiybeaisubnittedforthisprcied? ❑ IfYes=> Fi TIDBlT1TY DATES.BMITTED 2. Doestheproje wdcuutrudionpernit Oidion,assubritteifollowthermorme)dationsdesgn loadings,construction sdxdul q perm t 1 i rrits,aid cond usi ons of theapproved egi neai ng report or fadlitiesplan? ❑ ❑ IfNo=> Rovidethedesignbasisancitehnicd infometicnjustifyingdldiargrs. 3. Aretherethreeaxrpletesdsofplais aidspedfic-dionsaabnparyingthisepplication? ❑ For ani nor gran ty sever Extension within therreeni ng of 4558.183.3 Codecf lone aid De§gn Saud 11.1,tmocrrpldesdsvdll beadeaudefore(peditiousepprovd.Form reoxrplecprojeds, threesets of pl ars and speifi cdi ons nW be requested. 4. AreepprovedstandadspeiT cdionsapatolthisepplidion? ❑ IfYes=> AF7�C?/®STANLV�RD FlCATTCNSCF D4TEAA .� (mini d pd i ty or fi rm) 5. Does Each set ofplansaTdspecificdionsoregineargreport mmrrparyingthisepplicaticncontana "professions egineaingsed"e(eatelinaonfaTrwcevvith 542B.16,Ccdecflave? ❑ IfNo=> Ftooessngvillbeddayelpendingrecdptofa pylic@ledesignsdiedulasandoertiflelpla)s, sped fi cati onsor egi neai ng repot. 6. IsthisajdntwWeAderaWwder supply project? ❑ YA IfYes--> Aconstrudionpreritapplication forthevder supply project should besubrrittedseparately tothe WderSnpply Ssr2ion.Audersupplypenitfeem3ybereluired. 7. Istheapplicat toprovidetreatmentofdfluantresuitingfromthiaocnstrudion? ❑ X* IfNo=> ASmegeTreAm3itAgrewmt(DhRForm29)ece: utedbytheajthorityprovidirgtrEetniatnust aaronpany thi s atpl i cati on. 8. lsaneworaremdedoperation perritnecessary tousethefadIitiesdesaibed inthisepplication? ❑ IfYes=> Anevoranendedpanni ttooperate neybere.guested pdortothereodptofaomstrudionparrit. 9. Isanyvdelinelec2teivithin10fed;oranyprivd eorpublicvdl,IakPorpublicrazedionamlordei W thi n 400 fed of thepropceal mnstrudi cn? 11IfYes=> Identifyaid Iodethefadlity(s)rdoil veto the propose construction. 10. Will omstrudioninspection beoondudelby alicansedegineaerploy mbytheepplicart? ElIfNo=> tkW1ELt-tf'3N�INGFlFiMacNp-cnt%3N�TiCN an ies Inc 11. WAllthis 'etutil!mCYVSWlomfunds? ❑ CERTIFICATION APPLICANT ENGINEER Icall fythat Ianthearthorized representdiveoftheannaaid Icertify that rfla:.pedsofdesign induced inthisapplirdion statethattheprojedide)tifieclab ovei s approved by theom". conformtoepplicab[estandadsoxntanefinChapter 5671AC 64,or that an Explanation aid j usti ficdi on for any proposal ,7 vana ticnsfromsuchstaxladsisattachel. I anfariliarwiththe i nfonrdi on cones nal in this appl i cation,end to thebest of my Inowledge.suchinfometion isoornpleteanclaxurate SI(�14lURE �47E SOW RATE ' Estimated Construction Start Date: complete applications must be submitted at least 120 days in advanceofthedatefor starting construction in accordance with Rules 567 IAC 60A and 642 PLEASE COMPLETE THE SCHEDULE CHECKLIST ON THE FOLLOWING PAGE OFTHISFORM DNR form28A (Apr 04) 542-3129 Exhibit 8A Iowa Department of Natural Resources Wastewater Section Construction Permit Application SCHEDULE A,General Information DOCUMENT CHECKLIST Identify All categories included in this project. Also, identify schedules attached to this application. INCLUDED IN SUBMITTAL SCHEDULE TITLE ATTACHED PROJECT DATE B Collection system ❑x px 11/14/2005 C Lateral Sewer Extension ❑ ❑ D Trunk&Interceptor Sewer ❑X ❑x 11/14/2005 E Wastewater Pump Station ❑ F Treatment Project Site Selection El ❑ G Treatment Project Design Data H1 Schematic Flow Diagram H2 Treatment Process Loading and ❑ ❑ Removal Efficiency H3 Mechanical Plant Reliability I Screening,Grit Removal and Flow Measurement J Septic Tank System K1 Controlled Discharge Pond E K2 Aerated Pond E K3 Anaerobic Lagoon E] El L Setting Tanks 1:1 ❑ M Fixed Film Reactor—Stationary Media El El N Rotating Biological Contactor El 0 O Aeration Tanks or Basins ❑ El P Gas Chlorination El ❑ Q Sludge Digestion and Holding El ❑ R1 Sludge Dewatering and Disposal R2(A&B) Low Rate Land Application of Sludge E R3 Land Application of Sewage Sludge El (To be developed) S Land Application of Wastewater (To be developed) Sewage Treatment Agreement 11/14/2005 Identify any categories included in this project which are not provided in the above list of schedules. DNR form 28A(Apr 04) 542-3129 Iowa Department of Natural Resources Wastewater Section Construction Permit Application SCHEDULE B,Collections stem DATE PREPARED PROJECT IDENTITY DNR USE 11/11/5005 Isle of Capri Casino PROJECT NO. Waterloo,IA DATE REVISED PERMIT NO. 1. Identify proposed construction which is subject to flooding and explain what is proposed to prevent water from entering the system. If no portion is subject to flooding,state none. Se ment Flooding Protection Manholes M15 and M17 Manholes shall be watertight manholes . in 100—yr floodplain. *2. Indicate hydraulic capacity of. 1) the nearest downstream main or interceptor, 2) the nearest downstream lift station,and 3) all downstream segments where flow restriction may occur. Indicate the source and accuracy of numerical data. Segment Segment Segment Location 36 ' interce for long Sink Creek. Design capacity,MGD 18.72 Peak Hourly Dry weather Flow MGD(actual) 0.17 Peak Hourly Wet Weather Flow MGD(actual) 0.38 *3. Identify treatment facility,the design loadings and present raw waste loadings. Indicate source and accuracy of numerical data. Facility name and number Waterloo Water Pollution Control Plant IA 079001 Fed 0042650 Facility Loading MGD #BOD5/day Design 34.8 881000 Average Wet Weather(actual) 24.53 31,500 av9 dayPeak Hourly Wet Weather(actual) 60+ 48000 eak dy Provide projected design loading increase,which will be added to this facility as a result of this project. Design Loading Initial Desi n Year(2 015) Residential service area Acres Acres Population Persons Persons Flow(100 GPCD) GPD GPD BODS(0.17#/d/cap) #/day #/day Industrial service area Acres Acres Rated flow GPD GPD BOD5 #/day #/day Other Commercial 39.6 Acres 62.0 Acres Rated Flow Service Area 155,520 GPD 310,000 GPD BOD5 265.0 #/day 527.0 #/day Total BOD5 265.0 #/day 527.0 #/day Total Flow 155,520 GPD 310,000 GPD Peak Hourly Flow 777,600 GPD 930,000 GPD * Include a written explanation of items 2 and 3 if the sewer system and/or treatment facility are overloaded. DNR form 28B (Nov 00) 542-3095 Iowa Department of Natural Resources Wastewater Section Construction Permit application SCHEDULE D,Trunk&Interceptor Sewer DATE PREPARED PROJECT IDENTITY DNR USE 11/11/2005 Isle of Capri Casino PROJECT NO. DATE REVISED Waterloo,IA PERMIT NO. 1. Design of reach above A. Manhole No. M17-West M17-East M12-West M12-East Initial area-acres 0 39.6 39.6 0 Ultimate area-acres 13.3 101.60 39.6 62.0 Initial-BODS,#/day 0 265.0 265.0 0 Ultimate-BODS,#/day 113.0 792.0 265.0 527.0 Initial PHW W flow-MGD 0 0.78 0.78 0 Design PHW W flow-MGD 0.20 1.71 0.78 0.93 Ultimate PHW W flow-MGD 0.20 1.71 0.78 0.93 B. Critical section of reach MH16-17 MH15-12 MH10-11 MH27-29 Pipe diameter-inches 8 15 12 12 Slope-% 1.14% 0.22% 0.290/6 0.22% Carrying capacity-MGD 0.83 1.96 1.24 1.08 2. Pipe Line B Line A Line C LineA - Diameter-inches 8 15 12 12 Material PVC truss PVC truss PVC tmss PVC truss Joint ASTM ASTM ASTM ASTM D3212 D3212 D3212 D3212 Maximum manhole space-feet 244 332 189 400 Total length-feet 1 244 1207 1 372 1 1478 3. Construction specifications(indicate ASTM No.or other standard included in the specifications). A. Bedding class B B. Pipe laying Specification 02530, Section 3.01 C. Compaction ASTM D698 D. Manhole ASTM C76 or C478 E. Specified maximum infiltration/exfiltration rate F. Infiltration/exfiltration test procedures Low pressure a r e s i n g, v s u a inspect o n G. Alignment&grade test procedures T.n m i n g or 1 ace r (1) During construction: Stake&batter board Laser X (2) After construction: Lampingg X Other H. Deflection test procedures Rigi a , -arm - an rel , or of h e approve "Go-No Go" device 4. Are detailed manhole drawings included? Yes N No ❑ Typical frame and cover assembly: Cas t r o n. N e e n a h Are manhole covers nonvented? Yes N No ❑ Manhole diameter 48 in. R-1643 or equal Manhole opening diameter 24 in. Material Reinforced Concrete 5. Minimum sewer&water main separation: Horizontal 10 ft. Vertical 18 in. Are specifications included? Yes 6. Stream,road,or railroad crossing protection NA Are specifications included? DNR form 28D(Nov 00) 542-3097