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Home My WebLink AboutIowa Department of Natural Resources-Sewage Treatment Agreement-02.26.2007 STATE OF IOWA DEPARTMENT OF NATURAL RESOURCES HENRY A.WALLACE BUILDING DES MOINES,IOWA 50319 CONSTRUCTION PERMIT Friendship Village PERMIT NO.: 2007-0369-S Attn: Mr. Velda Phillips FILE: Waterloo Water Pollution Control Plant-Sewage 600 Park Lane RE: Landmark Commons,Waterloo,IA Waterloo,IA 50702 PROJECT NO: S2007-0329 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: 571 linear feet of 8-inch and 1283 linear feet of 12-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 The construction of the project shall be initiated within one year of issuance of this permit or this permit is no longer valid.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 By ENVIRONMENTAL SERVICES DIVISION Date: May 9,2007 cc: IDNR Field Office#1 IDNR Sewage File 6-07-90-0-01 Wayne Claassen Engineering and Surveying,Inc. City of Waterloo—City Clerk Plan Distribution [1] Applicant; [1] Engineer; [] City of ; [] DNR File; [] Field Office Xi Jiang . 642 jr,,?..2_,,p .?- — 617 Iowa.Department of Natural Resources O 67 — /3E— Wastewater Section 12 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 Friendship Village. Wayne Claassen Engineering and Surveying,Inc. ADDRESS ADDRESS 600 Park Lane,Waterloo,IA 50702 P.O.Box 898,Waterloo,IA 50704 REPRESENTATIVE TELEPHONE PROJECT OFFICER TELEPHONE Velda Phillips,Administrator 31[9-291-8100 William J.Claassen,P.E. 319-235-6294 PROJECT IDENTIFICATION Landmark Commons,Waterloo,Iowa OWNER AND SYSTEM RECEIVING WASTES City of Waterloo 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 7 -a fiq 3/ Administrator ,27,2170 7 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 TITLE PHONE NUMBER DATE Mayor 319-291-4301 / 7 DNR form 29(Nov 00) 542-3219 _Iowa Department of Natural Resources_ Wastewater Section Construction Permit Application SCHEDULE A,General Information APPLICANT ENGINEER OWNER FIRM Friendship Village. Wayne Claassen Engineering and Surveying,Inca ADDRESS ADDRESS 600 Park Lane,Waterloo,IA 50702 2705 University Ave.,Waterloo,IA 50704-0898 REPRESENTATIVE TELEPHONE PROJECT OFFICER TELEPHONE Velda Phillips. 319-291-8100 William J.Claassen,P.E. 319-235-6294 PROJECT IDENTIFICATION ESTIMATED START DATE* ESTIMATED COMPLETION DATE Landmark Commons 04/01/2007 07/01/07 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 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 N facilities plan? A ❑ 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 ❑ If Yes=> APPROVED STANDARD SPECIFICATIONS OF DATE APPROVED (municipality or firm) Waterloo 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? X ❑ 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 maybe required. 7. Is the applicant to provide treatment of effluent resulting from this construction? ❑ 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? ❑ 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? ❑ 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 Hayek Enterprises,Inc.,Norm Hayek,President 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 knowledge,such information is complete and accurate. SIGN TURE _ DATE SI NAT RE DATE ,t.t' /77/)1 *<;7/�i A7 v - *Estimated Construction Sta Date: Complete applications must be su 'tted 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 Iowa Depail,iiient of Natural Resources Wastewater Section Construction Permit Application SCHEDULE B,Collection system DATE PREPARED PROJECT IDENTITY DNR USA 4f x 02/19/2007 Landmark Commons,Waterloo,IA 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 N.A. N.A. *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. Data estimated from previous downstream project Segment Segment Segment Location DNNSTREAM 12"at tie-in 36" Design capacity,MGD 2.1 18.7 Peak Hourly Dry weather Flow MGD(actual) 0.1 0.48 Peak Hourly Wet Weather Flow MGD(actual) 0.1 0..93 *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 IA 079001 Fed 0042650 Pollution Control Plant Facility Loading MGD #BOD5/day Design 34.8 88,000 Average Wet Weather(actual) 24.53 31,500 avg 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(2007 ) Residential service area 0 Acres 12 Acres Population 0 Persons 200 Persons Flow(100 GPCD) 0 GPD 20000 GPD BOD5 (0.17#/d/cap) 0 #/day 3.4 #/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 3.4 #/day Total Flow 0 GPD 20000 GPD Peak Hourly Flow 0 GPD 80000 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 ,. ;tares USE 02/19/2007 Landmark Commons,Waterloo,IA PROJECT NO. DATE REVISED PERMIT NO. 1. Design Basis Initial Design Year(2007) Residential service area 0 Acres 12 Acres Population 0 Persons 200 Persons Flow(100 GPCD) 0 GPD 20000 GPD BOD5(0.17#/d/cap) 0 #/day 3.4 #/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 3.4 #/day Total Flow 0 GPD 20000 GPD Peak Hourly Flow 0 GPD 80000 GPD 2. Pipe Diameter 8 Inch 12 Inch 15 Inch Material PVC TRUSS PVC TRUSS Joint ELASTOMERIC ELASTOMERC Minimum Slope 0.4 % 0.4 % % Maximum Manhole Space 308 ft. 495 ft. ft. Total Sewer Length 571 ft.. 1,283 ft. ft. Maximum Cover 9 ft. 9 ft. ft. Minimum Cover 6 ft. 6 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 IA,95%STD PROCTOR B. Pipe laying ASTM D3034,D2321, SEC 305-4 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 NA 4. Are detailed manhole drawings included: Yes X No ❑ Typical frame and cover assembly NEENAH R1643 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 DNR form 28C (Nov 00) 542-3096 I I I I