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Home My WebLink AboutIowa Department of Natural Resources-Construction Permit-05.07.2007 . Crt STATE OF IOWA DEPARTMENT OF NATURAL RESOURCES HENRY A.WALLACE BUILDING DES MOINES,IOWA 50319 CONSTRUCTION PERMIT Iowa Northern Railway Co. PERMIT NO: 2008-0058-S P.O. Box 640 FILE: Waterloo,ewage Greene,Iowa 50636 RE: Bryant Yard SSE PROJECT NO: S2007-0470 In accordance with the provisions of Section 455B.173.9 and 455B.174.4, Code of Iowa, and Rule 567--64.2(455B) or Rule 567--65.5(455B), or Rule 567--41.12(455B) of the Iowa Administrative Code,the Director of the Department of Natural Resources does hereby issue a permit for the construction of: ---400 feet of 8 inch sanitary sewer--- The construction of the project shall be initiated within one year of issuance of this permit or this permit is no longer valid.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. Pursuant to Section 4558.174.4, 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 Billy Chen at 515/281-4305 with any questions or comments. For the Department of Natural Resources Richard A.Leopold, Director By: l � E ONMENTAL PROTECTION DIVISION Date: August 6, 2007 cc: City Clerk-Waterloo Field Office No. I Plan Distribution [3] Engineer; [0] Field Office; [0] DNR File S-i-67 Iowa Department of Natural Resources K•-Co 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 Iowa Northern Railway Company Iowa Northern Railway Company ADDRESS ADDRESS PO Box 640 1330 Sheffield Ave Greene,Iowa 50636 Waterloo,Iowa 50702 REPRESENTATIVE TELEPHONE PROJECT OFFICER TELEPHONE Bill L.Magee 319-233-9702 Daniel P.Tegtmeier,PE 319-240-8348 PROJECT IDENTIFICATION i 3 gsa BRYANT YARD,MOW SHOP AND OFFICES 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. SIGNA TITLE DATE ,, Assistant General Manager 4/24/07 • 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 TITLE Hc ley PHONE NUMBER DATE n/ayt,r 7- 0 7 Exhibit 8A Iowa Department of Natural Resources Wastewater Section Construction Permit Application SCHEDULE A,General Information APPLICANT ENGINEER OWNER FIRM Iowa Northern Railway Company Iowa Northern Railway Company ADDRESS ADDRESS PO Box 640,Greene,Iowa 50636 1330 Sheffield Ave,Waterloo,Iowa REPRESENTATIVE TELEPHONE PROJECT OFFICER TELEPHONE Bill Magee 319-233-9702 Daniel Tegtmeier,PE 319-240-8348 _ PROJECT IDENTIFICATION ESTIMATED START DATE * ESTIMATED COMPLETION DATE BRYANT YARD,MOW SHOP AND OFFICE SPACE April 2007 May 2007 PLEASE RESPOND TO ALL QUESTIONS YES NO 1. Has an engineering report, facilities plan or other information previously been submitted for this project? ❑ El 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? ® ❑ 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? ® ❑ 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 s ecifications a art of this application? ® ❑ If Yes=> APPROVED STANDARD SPECIFICATIONS OF DATE APPROVED (municipality or firm) �i Ci of Waterloo, Iowa c> /I f/�9 77 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? ❑ PPY 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? El 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? ❑ 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? ® ❑ If No=> NAME OF ENGINEERING FIRM CONDUCTING INSPECTION Iowa Northern Railway Company,Daniel Tegtmeier,PE 11. Will this project utilize CWSRF loan funds? ❑ 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 Bill L. Magee variations from such standards is attached. I am familiar with the Assistant General Manager information contained in this application,and to the best of my Iowa Northern Railway Company knowledge,such information is complete and accurate. SIGN - DATE SI ATURE DATE�� ,ertr,r 4/24/07 Gx T /r1elu/ / 4/24/07 * Estimated Constructionyr vv 6 3`��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 THE SCHEDULE CHECKLIST ON THE FOLLOWING PAGE OF THIS FORM DNR form 28A (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 ® ® 4/24/07 C Lateral Sewer Extension ® ® 4/24/07 D Trunk&Interceptor Sewer 0 E Wastewater Pump Station El El F Treatment Project Site Selection 0 El G Treatment Project Design Data El 0 HI Schematic Flow Diagram 0 El H2 Treatment Process Loading and Removal Efficiency H3 Mechanical Plant Reliability El El I Screening,Grit Removal and Flow El 0 Measurement J Septic Tank System D El Kl Controlled Discharge Pond 0 El K2 Aerated Pond El El K3 Anaerobic Lagoon El El L Setting Tanks El 0 M Fixed Film Reactor—Stationary Media N Rotating Biological Contactor 0 El O Aeration Tanks or Basins El El P Gas Chlorination 0 El Q Sludge Digestion and Holding R1 Sludge Dewatering and Disposal 0 El R2(A&B) Low Rate Land Application of Sludge 0 El R3 Land Application of Sewage Sludge 0 El (To be developed) S Land Application of Wastewater (To be developed) Sewage Treatment Agreement El 0 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,Collection system DATE PREPARED PROJECT IDENTITY DNR USE 4/24/07 BRYANT YARD,MOW SHOP AND OFFICE SPACE 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 MH S-1 Water Tight Manholes *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 Sheffield Ave 8"Truss Design capacity,MGD 0.42 Peak Hourly Dry weather Flow MGD(actual) 0.005 Peak Hourly Wet Weather Flow MGD(actual) 0.011 *3. Identify treatment facility,the design loadings and present raw waste loadings. Indicate source and accuracy of numerical data. Facility name and number Waterloo Pollution Pollution Control Plant _,z'4 Q 7 9 4'/ f=-p DD4A65-a Facility Loading MGD #BOD5/day Design 34.8 88,000 Average Wet Weather(actual) 24.53 31,500 ave day Peak Hourly Wet Weather(actual) 60+ 48,000 peak day Provide projected design loading increase,which will be added to this facility as a result of this project. Design Loading Initial Design Year(2026) Residential service area Acres Acres Population Persons 10 Persons Flow(100 GPCD) GPD 1,000 GPD BOD5(0.17#/d/cap) #/day 170 #/day Industrial service area Acres Acres Rated flow GPD GPD BOD5 #/day #/day Other Private Utility 5.0 Acres 5.0 Acres Rated Flow 5,000 GPD 5,000 GPD BOD5 850 #/day 850 #/day Total BOD5 850 #/day 1,020 #/day Total Flow 5000 GPD 6,000 GPD Peak Hourly Flow 11,3223 GPD 13,152 GPD * Include a written explanation of items 2 and 3 if the sewer system and/or treatment facility are overloaded. Iowa Department of Natural Resources Wastewater Section Construction Permit Application SCHEDULE C,Lateral Sewer Extension DATE PREPARED PROJECT IDENTITY DNR USE 4/24/07 BRYANT YARD,MOW SHOP AND OFFICE SPACE PROJECT NO. DATE REVISED PERMIT NO. 1. Design Basis Initial Design Year( ) Residential service area Acres 2.0 Acres Population Persons 10 Persons Flow(100 GPCD) GPD 1,000 GPD BOD5(0.17#/d/cap) #/day 170 #/day Industrial service area Acres Acres Rated Flow GPD GPD BOD5 #/day #/day Other Private Utility 5.0 Acres 5.0 Acres Rated Flow 5,000 GPD 5,000 GPD BOD5 850 #/day 850 #/day Total BOD5 850 #/day 1,020 #/day Total Flow 5,000 GPD 6,000 GPD Peak Hourly Flow 11,322 GPD 13,152 GPD 2. Pipe Diameter 8 Inch 10 Inch 12 Inch Material PVC Truss Joint Elastomeric Gasket Minimum Slope 0.50 % % % Maximum Manhole Space 400 ft. ft. ft. Total Sewer Length 400 ft.. ft. ft. Maximum Cover ft. ft. ft. Minimum Cover 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 B B. Pipe laying ASTM C-12 C. Compaction ASTM D-698 D. Manhole ASTM C-478 E. Specified maximum Infiltration/exfiltration rate 200 GPDPMPI F. Infiltration/exfiltration test procedures Air Pressure-as per City of Waterloo Standard Specifications G. Alignment&grade test procedures (1) During construction: Stake&batter board Laser X (2) After construction: Lamping X Other H. Deflection test procedures Mandrel-as per City of Waterloo Standard Specifications 4. Are detailed manhole drawings included: Yes ❑ No Typical frame and cover assembly Neehah R-1648 Are manhole covers nonvented: Yes ® No ❑ Manhole diameter 48-inch in. Manhole opening diameter 24-inch in. Material Precast Concrete 5. Minimum sewer&water main separation: Horizontal 10 ft. Vertical 18 in. Are specifications included? City of Waterloo Std Spec 6. Stream,road,or railroad crossing protection N/A Are specifications included? N/A DNR form 28C(Nov 00) 542-3096 119;)a 7\[orhrn s Nti Railway 131.0 Date: April 27,2007 L,nmpany 21 �@ CO t`6Y1�e7 IOWA NORTHERN RAILWAY COMPA% c �G To: Dennis Gentz,PE c g •1. Daniel Tegtmeier,PE City of Waterloo Engineering Dept Iowa Northern Railway Co 715 Mullberry Street 1330 Sheffield Ave Waterloo,IA 50702 Waterloo,Iowa 50702 Ph:319-833-1984 Fax:319-287-9043 Item # Description Quantity 1 Sanitary Sewer Permti to be signed and returned to IANR 2 Plan of Improvements for Approval 3 crease call uan Iegtmeier Cd1.3 rY-z4u-2 345 wnen me rermrrs are ready To ne picked up.monK vnn Please contact Customer Service at 1-800-392-3342 with any questions or concerns. Thank you for your business! 1330 SHEFFIELD AVE,WATERLOO,IOWA 50702 IOWA DEPARTMENT OF NATURAL RESOURCES Wastewater Disposal System Construction Permit Application Fee Form OWNER:_Iowa Northern Railway Company 32-3202 ADDRESS: PO Box 640,Greene,Iowa 50636 PROJECT IDENTIFICATION: BRYANT YARD,MOW SHOP AND OFFICE SPACE X $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 j• ., Signature of owner or representative CV- Telephone or email contact 319-233-9702 wmagee.ianr@,mchsi.com Send with application to: Iowa Department of Natural Resources,Wastewater Construction Section Wallace State Office Building 502 East 9th Street Des Moines,IA 50319 C\S. • •