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HomeMy WebLinkAboutIowa Department of Natural Resources-Sewage Treatment Agreement-03.12.2007 STATE OF IOWA DEPARTMENT OF NATURAL RESOURCES HENRY A.WALLACE BUILDING DES MOINES,IOWA 50319 CONSTRUCTION PERMIT Andrew MacLennan Homes LLC PERMIT NO.: 2007-0383-S Attn: Mr.Andy Maclennan FILE: Waterloo Water Pollution Control Plant-Sewage P.O.Box 351 RE: Summerland Farms First Addition Waterloo,IA 50704 PROJECT NO: S2007-0396 In accordance with the provisions of Section 455B.173.3 and 455B.174.4, Code of Iowa, and Rule 567--64.2(455B) or Rule 567--65.6(455B), or Rule 567--43.3(455B) of the Iowa Administrative Code, the Director of the Department of Natural Resources does hereby issue a permit for the construction of: 1053 linear feet of 8-inch sanitary sewer, manholes,and all related appurtenances necessary to complete the project in accordance with the approved plans and specifications. The construction of the project shall be initiated within one year of issuance of this permit or this permit is no longer valid. Within thirty days after completion of construction, the permit holder shall submit a certification by a licensed professional engineer that the project was completed in accordance with the approved project documents. No construction activities shall be initiated unless an Iowa NPDES General Permit No. 2 for "Storm water associated with construction activities" is obtained from the department if the site disturbance and preparation equals to or exceeds one (1)acre." The issuance of this permit in no way relieves the permittee of the responsibility for complying with any other local, state, and federal laws, ordinances, regulations or other requirements applicable to this facility. Pursuant to Section 455B.174.4, Code of Iowa, you have the right to appeal any condition of this permit by filing with the Director of the Department of Natural Resources a notice of appeal and request for administrative hearing within thirty days of receipt of this permit. Contact Satya Chennupati,P.E. at 515-281-8995 with any questions or comments. FOR THE DEPARTMENT OF NATURAL RESOURCES RICHARD A. LEOPOLD,DIRECTOR 1 j — ` CBy ` J . � yx. .2 ! S ENVIRONMENTAL SERVICES DIVISION Date: May 17,2007 cc: IDNR Field Office #1 IDNR Sewage File 6-07-90-0-01 Schenk Engineering Company City of Waterloo—City Clerk Plan Distribution [1] Applicant; [1] Engineer; [] City of ; [] DNR File; [ ] Field Office Xi Jiang /71-d 7 —/67 Iowa Department of Natural Resources �ao Wastewater Section Construction Permit Application SEWAGE TREATMENT AGREEMENT INSTRUCTIONS This agreement must be executed for all projects where construction and sewage treatment will be provided by different parties; i.e.,a private subdivision connecting to a municipal system. This agreement must be executed by the parties who are owners at the time the permit is issued,regardless of whether title to the proposed construction project will be transferred after completion of the project. This agreement is not necessary when a contract for sewage treatment already exists;i.e.,service contracts between municipalities. However,the Department of Natural Resources must be informed in writing that the contractual agreement does exist. APPLICANT ENGINEER OWNER FIRM f/ rec.J maetenr n //ome�, LL6 here �n5c eel-tor, /-)y ADDRESS „OQ 4Jx 357 ADDRESS leroOke rl d9e Wafer/& 1 /d c (i 5O7, �f 0624e rl co /©pc,- so 76,9 REPRESENTATIVE TELEPHONE PROJECT OFFICER TELEPHONE ArJJc/ Mac 4 e/2/kZ72 3,q_939-66216 )6(4-cee_ ,eadu e. 319- 3�7e/e) PROJECT IDENTIFICATION tivrwri /and- e 1-m6 F7rstAdd 11-10 OWNER AND SYSTEM RECEIVING WASTES ZuCL74e r/oo CERTIFICATE I am the authorized representative of the owner identified above and state that the proposed salutary sewerage facilities shall be constructed in accordance with the plans and specifications and all wastes contributed by this project shall he discharged to the treatment system identified above. SIGNA'I'U' ' TITLE DATE C.)Wilk 2 I AGREEMENT TO PROVIDE SEWAGE TREATMENT I am the authorized representative of the owner of the system identified above and state that the connection of the proposed sanitary sewerage facilities identified above is approved by the owner,and that the owner accepts responsibility for providing adequate treatment of all wastes contributed by this project,in accordance with the provisions of Chapter 455I3,Code of Iowa,and the rules of the Department of Natural Resources. This agreement shall not be construed in any way to affect any local ordinances,sewer service agreements,or fee systems entered into between the parties. SIGNATURE TYPED OR PRINTED NAME / r'' TITLE PHONE NUMBER DATE r1/1 cxy or 6-7 DNR form 29(Nov 00) 542-3219 lowa Department of Natural Resources Wastewater Section Construction Permit Application SCHEDULE A, General Information �i APPLICANT _ ENGINEER OWNER n Gtree.J//Ctc DrYhc's LLC FIRMSC.fjer7k. grlrneer/r)c Oorned/i/ ADDRESS /?p. 430)C 3..5/ , ADDRESS a/(p aJcz740—/Gn /OGJCc, �O 29T/ GIIa l'er/c , /Du)a- 5O 7() / REPRESENT TIVE TELEPHONE P OJECT OF ICER TELEPHONE gads/ / Le/w - 3/9--939-oXn/l, Oruce. //Padua PROJECT IDENTIFICATION ESTIMATED START DATE • ESTIMATED COMPLETION DATE <burrn er/and- larm,S Fi / dL i f/oi3 a�e/9-7be r pep J CQrn,l f 'Co PLEASE RESPOND TO ALL QUESTIONS YES NO I. Has an engineering report, facilities plan or other information previously been submitted for this project? ❑ If Yes=> PROJECT IDENTITY DATE SUBMITTED 2 Does the project and construction permit application, as submitted, follow the recommendations, design loadings,construction schedule,permit limits, and conclusions of the approved engineering report or facilities plan? E ❑ If No > Provide the design basis and technical information justifying all changes. 3. Are there three complete sets of plans and specifications accompanying this application? E ❑ For a minor gravity sewer extension within the meaning of 455B.183.3 Code of Iowa and Design Standard 11.1,two complete sets will 'e adequate for expeditious approval. For more complex projects, three sets of plans and specifications may be requested. 4. Are approved standard specifications a rt of this application? S ❑ If Yes=> APPROVED STANDARD SPECIFICATIONS OF DATE APPROVED (municipality or firm)('/ di)zual-eilno 5. Does each set of plans and specifications or engineering report accompanying this application contain a "professional engineering seal"executed in conformance with 542B.16,Code of Iowa? ❑ If No=> Processing will be delayed pending receipt of applicable design schedules and certified plans, specifications or engineering report. 6. Is this a joint wastewater and water supply project? ❑ If Yes >A construction premit application for the water supply project should be submitted separately to the Water Supply Section. A water supply permit fee may be required. 7. Is the applicant to provide treatment of effluent resulting from this construction? ❑ If No=>A Sewage Treatment Agreement (DNR Form 29)executed by the authority providing treatment must accompany this application. 8. Is a new or amended operation permit necessary to use the facilities described in this application? ❑ If Yes=>A new or amended permit to opci ie may be requested prior to the receipt of a construction permit. 9. Is any waterline located within 10 feet; or any private or public well, lake, or public recreation area located within 400 feet of the proposed construction? ❑ If Yes=>Identify and locate the facility(s)relative to the proposed construction. 10. Will construction inspection be conducted oy a licensed engineer employed by the applicant? ® ❑ If No > NAME OF ENGINEERING FIRM CONDUCTING INSPECTION CERTIFICATION APPLICANT ENGLNEER I certify that I am the authorized representative of the owner and I certify that all aspects of design included in this application state that the project identified above is approved by the owner. conform to applicable standards contained in Chapter 567 LAC' P 64,or that an explanation and justification for any proposed variations from such standards is attached. I am familiar with the information contained in this application,and to the best of my ���.: ( t' �( 7It^� . knowledge,such information is complete and accurate. SIGN TURF DAT SIGNA7 RE DATE, / ' Estimated Construction Start Date: Complete applications must be submitted at least 120 days in advance of the date for starting construction in accordance with Rules 567 IAC 60.4 and 64.2 PLEASE COMPLETE I'Hr,SCHEDULE CHECKLIST ON THE FOLLOWING PAGE OF THIS FORM DNR form 28A (Nov 00) 542-3129 Iowa Department of Natural Resources Wastewater Section Construction Permit Application SCHEDULE B, Collection system D.\TE PREPARED PROJECT IDENTITY DNR USE —7.--Oho • PROJECT NO. DATERFVISED) ./ri9i9 e/lar)d erMS FTrs- /dd flOr? PERMIT NO. I. Identify proposed construction which is subject to flooding and explain what is proposed to prevent water from cnterinL! the system. lino portion is subject to flooding state none, Segment Flooding Protection //one. •2. indicate hydraulic capacity of: I) 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 %¢ See, /3--,(3 Design capacity,MOD /, 3 Peak Hourly Dry weather Flow MGD(actual) D,3 Peak Hourly Wet Weather Flow MOD(actual) 6). 8 •3. Identify treatment facility,the design loadings and present raw waste loadin Indjcate source and accuracy of numerical data. ttJatfcy/cam G ai-er 0f%t/or7 eonnrvl e/an1- Facility name and number /O(O L.AIO. 079001. red- No. Q q,,,3 o 5O Facility Loading MGD #RODS/day Design a(), 36- / S, CX) Average Wet Weather(actual) /jr, 77, (M Peak Hourly Wet Weather(actual) 36p,S /e,e), ere) Provide projected design loading increase, which will be added to this facility as a result of this project. Design Loading Initial Design Year(4enS) Residential service area '.3 Acres 9 Acres Population (DO Persons / Q Persons Flow(100 GPCD) (.p,000 GPD /6ee� GPD NODS (0.17#/d%cap) /Z) #/day 3/ n.,day Industrial service area Acres Acres Rated flow GPD GPI) BODS Nlday p/day • Other _ Acres Acres Rated Flow GPD GPD NODS #/day b/day • Total RODS / ) #/day 3/ ;,'day .Total Flow (off erZ9 GPD /f=3i 000 GPD Peak Hourly Flow c 4/,(TY) GPI) 7.? OW GPD • Include a written explanation of items 2 and 3 if the sewer system and/or treatment facility are overloaded. DNR form 28D(Nov 00) 542.;09; Iowa Department of Natural ftesources Wastewater Section Construction Permit Application SCHEDULE C, Lateral Sewer Extension DATE PREP.\RED PROJECT IDENTITY DNR USE -7-Dco • PROJECT NO. DATE. REVISF.D ts50/ 7///ei'/a/y�yJ F(076 first lidd)*ors PERMIT NO. 1. Desi n basis Initial Desirin Year( ) Residential service area ,3 .-Acres 9 :Acre Population (00 Persons /f=30 Persons Flow(1 OU GPCD) (.o, ODO GPD /B, '7 GPI) DOD; (0.17 rid•capi /0 today .3/ r.day Industrial service area .Acres •\.res Rated Flow GPf) GPI) IJOI); 4'da), e t.(,y Miter .\ore. Acres Rated Flow GPD GPI) BODC ruday rPday 'total 13OD c /0 a;clay .3/ :;,,Li Total Flow (07 C,/ GPD /8, oo0 GPD Peak Hourly Flow ,qy-, ()O/) GPD '7�/O '� GPD 2. Pipe Diameter g Inch 10 Inch 12 Inch Material /9ST/n DQC!, -74, Joint A.ST/YJ -70 Minimum Slope O, % % % Maximum Manhole Space c?„9D ft. fl. h. Total Sewer Length /D6 3 ft.. ft. ft. Maximum Cover /,.O ft. ft. h. Minimum Cover 7. O ft. 11. It. 3. Construction specifications(indicate ASTM No. or other standard included in the specifications). .A brief description is required in each part. A. Bedding class/r-,ST/Y) e/66S //) d) 3-71-7e/ eXCept as meth/ed b ,4LSrgi Dd'&o-7 . B. Pipe layit ,t ,4 SThi (/6 SS II,, D om/-P/eece �15 ri/lxli i� by"6ST/Y1 I)alo�—'710. C. Compuctiun 90% 5f c r D i Tm I). Manhole /,,S7 (!hi-zg 8�' Piz C. Specified maximum Infiltration%ex?iiltration rate �, GPDPMPT F. luflltrationiexliltraliontest procedures V-/UDfl12 L(Jcir , Vl/i/ s.1 ?, Or Air -rest C.i :Alignment & grade test procedures (1) During construction: Stake& batter board X Laser }1 (2) After construction: Lumping X Other Te1e/ii.s/i j H. Deflection test procedures AM 4. Are detailed manhole drawings included: Yes ❑ No Typical frame and cover assembly Alee, czb f2- /6043 .-Arc manhole covers nonvented: Yes E No ❑ Manhole diameter 18 in. Manhole opening diameter ,iii in. Material (Oii(r j' . siimmum sewer,Y: water main separation: Horizontal /0 it. Vertical /5• :'.rr speeilieattuus uieluded.' /\/D -- ___—_. . _ __-- Stream.road.or railroad crossing protection NA .Ve specifications included? • DNK form 26C(Nov 0(1) S-r=• i9i, % w e•