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Home My WebLink AboutYoung Development, LC-Construction Permit-07-07-2008 STATE OF IOWA DEPARTMENT OF NATURAL RESOURCES HENRY A.WALLACE BUILDING DES MOINES,IOWA 50319 CONSTRUCTION PERMIT Young Development, LC. PERMIT NO.: 2009-0031-S Attn: Mr. Rick Young FILE: City of Waterloo- Sewage P.O. Box 1077 RE: Kingman Park 4th Edition, Waterloo, Iowa Waterloo, IA 50704 PROJECT NO: S2009-0021 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: 1,356 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 The construction of the project shall be initiated within one year of issuance of this permit or this permit is no longer valid.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 Marty Jacobs at 515-242-6148 with any questions or comments. FOR THE DEPARTMENT OF NATURAL RESOURCES RICHARD A. LEOPOLD, DIRECTOR 7 By C/ c ONMENTAL SERVICES DIVISIONN Date: August 1,2008 cc: DNR Field Office#1 DNR Sewage File 6-07-90-0-01 Wayne Claassen Engineering and Surveying, Inc. City Clerk—Waterloo Plan Distribution [1] Applicant; [1] Engineer; [] City of Waterloo; [] DNR File; [] Field Office GGlfusita: 7- 7-off Iowa Department of Natural Resources Re, a 00�'SFf 7 Wastewater Section Construction Permit Application -bfl 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 Young Development,LC WAYNE CLAASSEN ENGINEERING,INC. ADDRESS ADDRESS P.O.BOX 1077,WATERLOO,IA 50704 P.O.BNOX 898,WATERLOO,IA 50704 REPRESENTATIVE TELEPHONE PROJECT OFFICER TELEPHONE RICK YOUNG 319-234-4411 WILLIAM J.CLAASSEN,P.E. 319-235-6294 PROJECT IDENTIFICATION Klingaman Park 4`h Addition,Waterloo Iowa OWNER AND SYSTEM RECEIVING WASTES CITY OF WATERLOO,IOWA CERTIFICATE I am the authorized representative of the owner identified above and state that the proposed sanitary sewerage facilities shall be constructed in accordance with the plans and specifications and all wastes contributed by this project shall be discharged to the treatment system identified above. SIGNATURE TITLE DATE 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 455B,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 Timothy J.Hurley .erefif TITLE PHONE NUMBER DATE Mayor 319-291-4301 1_ 7 ^ D g DNR form 29(Nov 00) 542-3219 IOWA DEPARTMENT OF NATURAL RESOURCES Wastewater Disposal System Construction Permit Application Fee Form 32-3202 OWNER: Young Development, LLC ADDRESS: PO Box 1077 Waterloo. TA 50704 PROJECT IDENTIFICATION: Klingaman Park 4th Addition, Waterloo, Iowa ITC $100 Fee enclosed IDNR Cashier's Use Only 0945-542-NPDE-0570 Please sign and return this form with a check or money order payable to "Iowa Department of Natural Resources". Place it and the check or money order on top of other Construction Permit Application documents. Effective beginning July 1, 2006,Applications for Construction Permits for wastewater disposal systems required by Iowa Code 455B.173 and rules in Iowa Administrative Code 567 IAC 64, must be accompanied by the fee required by Iowa statute(HF2540). The fee is$100 for each application,regardless of project size and project type including sanitary sewers, pump stations, treatment units or a combination thereof. The fee shall be submitted with the certified engineering documents necessary to apply for a construction permit (plans, specifications and related application schedules A,F,and G as well as the appropriate schedules identified on page 2 of Schedule A). The construction permitting process is initiated as planning for construction begins. Planning coordination and submittal of preliminary engineering reports or facility plans precedes submittal of technical documents necessary to constitute a construction permit application. The application fee is not necessary when submitting a planning document but must accompany construction permit application documents. A fee should accompany each permit application received on or after July 1,2006. Failure to submit a fee with the application may delay the processing of a construction permit If you have any questions regarding the application fee, please contact Wayne Farrand at 515/281-8877 or wayne.farrand@dnr.state.ia.us Signature of owner or representative Telephone or email contact 319-234-4411 Send with application to: Iowa Department of Natural Resources,Wastewater Construction Section Wallace State Office Building 502 East 9th Street Des Moines,IA 50319 Iowa Department of Natural Resources Wastewater Section Construction Permit Application SCHEDULE A,General Information APPLICANT ENGINEER OWNER FIRM YOUNG DEVELOMENT,LC. WAYNE CLAASSEN ENGINEERING AND SURVEYING, INC. ADDRESS ADDRESS P.O. BOX 1077, WA1'1 RLOO,IA 50704 P.O.BOX 898,WATERLOO,IA 50704 REPRESENTATIVE TELEPHONE PROJECT OFFICER TELEPHONE RICK YOUNG 319-234-4411 WILLIAM J. CLAASSEN,P.E. 319-235-6294 PROJECT IDENTIFICATION ESTIMATED START DATE* ESTIMATED COMPLETION DATE Klingaman Park 4th Addition,Waterloo Iowa 08-01-2008 11-15-2008 PLEASE RESPOND TO ALL QUESTIONS YES NO 1. Has an engineering report,facilities plan or other information previously been submitted for this project? X If Yes=> PROJECT IDENTITY DATE SUBMITTED Klingaman Park 4th Addition,Waterloo Iowa 2. Does the project and construction permit application,as submitted,follow the recommendations,design N loadings,construction schedule,permit limits,and conclusions of the approved engineering report or A facilities plan? 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? X 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 be adequate for expeditious approval. For more complex projects, three sets of plans and specifications may be requested. 4. Are approved standard specifications a part of this application? X El If Yes=> APPROVED STANDARD SPECIFICATIONS OF DATE APPROVED (municipality or firm) CITY OF WATERLOO,IA 5. Does each set of plans and specifications or engineering report accompanying this application contain a X "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? X 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? 0 X 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? ❑ X If Yes=>A new or amended permit to operate 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? 11 X If Yes=>Identify and locate the facility(s)relative to the proposed construction. 10. Will construction inspection be conducted by a licensed engineer employed by the applicant? X If No=> NAME OF ENGINEERING FIRM CONDUCTING INSPECTION WAYNE CLAASSEN ENGINEERING AND SURVEYING,INC. 11. Will this project utilize CWSRF loan funds? El X CERTIFICATION APPLICANT ENGINEER 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 IAC 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 SIG NA -- —c)-> knowledge, such information is complete and accurate. SIG .TURE DATE DATE U6- 27--Ai/a *Estimated Construction Start Date: Complete applications must be sub tt d at east 120 days in advance of the date for starting construction in accordance with Rules 567 IAC 60.4 and 64.2 Iowa Depaitaaient 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 ❑ C Lateral Sewer Extension X ❑ D Trunk&Interceptor Sewer ❑ ❑ E Wastewater Pump Station ❑ ❑ F Treatment Project Site Selection ❑ ❑ 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 ❑ ❑ K2 Aerated Pond ❑ ❑ K3 Anaerobic Lagoon ❑ ❑ L Setting Tanks ❑ ❑ M Fixed Film Reactor—Stationary Media ❑ ❑ N Rotating Biological Contactor ❑ ❑ O Aeration Tanks or Basins ❑ ❑ P Gas Chlorination ❑ ❑ Q Sludge Digestion and Holding ❑ ❑ Rl Sludge Dewatering and Disposal ❑ ❑ R2(A&B) Low Rate Land Application of Sludge ❑ ❑ R3 Land Application of Sewage Sludge ❑ ❑ (To be developed) S Land Application of Wastewater ❑ ❑ (To be developed) Sewage Treatment Agreement ❑ ❑ 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 Peiuiit Application SCHEDULE B,Collection system DATE PREPARED PROJECT IDENTITY DNR USE 06-27-2008 Klingaman Park 4th Addition,Waterloo Iowa PROJECT NO. 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. Segment Flooding Protection NA NA *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. 21"flow est per Bruce Sorenson,Public Works Director,December,2001. Segment Segment Segment Location Ex8"on Mary Ex8"on Ellen William Design capacity,MGD 1.0 0.52 Peak Hourly Dry weather Flow MGD(actual) 0.02(est) 0.02(est) Peak Hourly Wet Weather Flow MGD(actual) 0.02(est) 0.02(est) *3. Identify treatment facility,the design loadings and present raw waste loadings. Indicate source and accuracy of numerical data. Facility name and number Waterloo WPFC IA 079001 Fed 0042650 Facility Loading MGD #BOD5/day Design 34.8 88,000 Average Wet Weather(actual) 24.53 31,500 Peak Hourly Wet Weather(actual) 60+ 48,000 Provide projected design loading increase,which will be added to this facility as a result of this project. Design Loading Initial Design Year( 2010 ) Residential service area 11 Acres 11 Acres Population 0 Persons 108 Persons Flow(100 GPCD) 0 GPD 10,800 GPD BOD5 (0.17#/d/cap) 0 #/day 18.36 #/day Industrial service area 0 Acres 0 Acres Rated flow 0 GPD 0 GPD BOD5 0 #/day 0 #/day Other 0 Acres 0 Acres Rated Flow 0 GPD 0 GPD BOD5 0 #/day 0 #/day Total BOD5 0 #/day 18.36 #/day Total Flow 0 GPD 10,800 GPD Peak Hourly Flow 0 GPD 43,200 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 C,Lateral Sewer Extension DATE PREPARED PROJECT IDENTITY DNR USE 06-27-2008 Klingaman Park 4th Addition,Waterloo Iowa PROJECT NO. DATE REVISED PERMIT NO. 1. Design Basis Initial Design Year(2010) Residential service area 0 Acres 11 Acres Population 0 Persons 108 Persons Flow(100 GPCD) 0 GPD 10,800 GPD BOD5(0.17#/d/cap) 0 #/day 18.36 #/day Industrial service area 0 Acres 0 Acres Rated Flow 0 GPD 0 GPD BOD5 0 #/day 0 #/day Other 0 Acres 0 Acres Rated Flow 0 GPD 0 GPD BOD5 0 #/day 0 #/day Total BOD5 0 #/day 18.36 #/day Total Flow 0 GPD 10,800 GPD Peak Hourly Flow 0 GPD 42,200 GPD 2. Pipe Diameter 8 Inch 10 Inch 12 Inch Material PVC TRUSS Joint ELASTOMERIC Minimum Slope 0.4 Maximum Manhole Space 396 ft. ft. ft. Total Sewer Length 1,356 ft.. ft. ft. Maximum Cover 13 ft. ft. ft. Minimum Cover 9 ft. ft. ft. 3. Construction specifications(indicate ASTM No.or other standard included in the specifications). A brief description is required in each part. A. Bedding class CLASS 1A,95%STD PROCTOR B. Pipe laying ASTM D3034,D2321,SEC 305-4 Waterloo STD SPECS C. Compaction ASTM D698 D. Manhole ASTM C476,C443 E. Specified maximum Infiltration/exfiltration rate 200 GPDPMPI F. infiltration/exfiltration test procedures LOW PRESSURE AIR G. Alignment&grade test procedures (1) During construction: Stake&batter board Laser X (2) After construction: Lamping Other TV H. Deflection test procedures GO-NO-GO MANDREL 4. Are detailed manhole drawings included: Yes X No ❑ Typical frame and cover assembly DEETER 1268 Are manhole covers nonvented: Yes X No ❑ Manhole diameter 48 in. Manhole opening diameter 24 in. Material PRECAST PCC&CAST IRON 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? NA --Sa DNR form 28C (Nov 00) 542-3096 C