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Home My WebLink AboutIowa Department of Natural Resources-Construction Permit-12.04.2006 STATE OF IOWA DEPARTMENT OF NATURAL RESOURCES HENRY A.WALLACE BUILDING DES MOINES,IOWA 50319 CONSTRUCTION PERMIT Iowa Heartland Habitat for Humanity PERMIT NO:2007-0275-S 803 West Fifth Street FILE: Waterloo, Sewage Waterloo,IA 50702 RE:Heartland Heights Addition PROJECT NO: S2007-0248 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: --396 feet of 8-inch PVC/Truss sanitary sewer and two sanitary sewer manholes-- And subject to the following condition(s): None The construction of the project shall be initiated within one year of issuance of this permit or this permit is no longer valid.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(30)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 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(30)days of receipt of this permit. Contact Stephen Miller at(515)242-6148 with any questions or comments. For the Department of Natural Resources Richard A.Leopold,Director By: ENV ONMENTAL PROTECTION DIVISION Date: March 9,2007 Cc: IDNR Field Office#1 IDNR Sewage File 6-07-90-0-01 City Clerk—City of Waterloo Robinson Engineering Co. Plan Distribution [2] Applicant; [] Engineer; [1] City of Waterloo; [] DNR File; [] Field Office Ycnn� Zitio avd6 1J5-6 ROBINSON ENGINEERING COMPANY 5751 Westminster Drive, Cedar Falls, Iowa 50613 Phone: 319-859-0293 IN COLLABORATION WITH: KESS & ASSOCIATES,INC. 723 Broadway Street, Waterloo, Iowa 50703 Phone: 319-234-0509 Iowa Department of Natural Resources Wastewater Section Wallace State Office Building 502 East Ninth Street Des Moines,Iowa 50319 Re: Construction Permit Application: Sanitary Sewer Main Extension November 22, 2006 To Department Staff: Herewith enclosed are Schedules: A, General Information, pages 1 & 2; B, Collection system; C, Lateral Sewer Extension; and Sewage Treatment Service Agreement, for "Heartland Heights Addition", City of Waterloo, Black Hawk County, State of Iowa. The extent of the work involved is for the construction of sanitary sewer main extension and services, and work incidental thereto. Please consider this letter as an Engineering Report for the proposed sanitary sewer main extension. This extension of sanitary sewer main will serve the development of 5 single family residential lots on 0.9 acres of the 1.3 acre, 7 lots of "Heartland Heights Addition", a replatted development in an existing residential district. This main extension will provide sanitary sewer service to the 5 lots at an elevation to permit full depth basements. I hereby certify that this Engineering Document was prepared by me or under my direct personal supervision, and that I am a duly Licensed Professional Engineer under the Laws of the State of Iowa. Sincerely: '72/0).1.c.zo) Latt) Monica Smith, P.E. Robinson Engineering Company 05 C49-SAN-C V RLTR.doc SHEET NO. 1 OF 1 Iowa Department of Natural Resources 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 Heartland Habitat for Humanity Robinson Engineering Company ADDRESS ADDRESS 803 West Fifth Street,Waterloo,Iowa 50702 5751 Westminster Drive,Cedar Falls,Iowa 50613 REPRESENTATIVE TELEPHONE PROJECT OFFICER TELEPHONE Linda Morgan,Director 319-235-9946 Monica Smith,P.E. 319-859-0293 PROJECT IDENTIFICATION Heartland Heights Addition,City of Waterloo,Black Hawk County,State of Iowa OWNER AND SYSTEM RECEIVING WASTES City of Waterloo,Waterloo Polution Control Plant 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 "r6t) 3 /1/1 Linda Morgan,Director //4 7/°6 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 TIT E / PHONE NUMBER DATE Honorable Mayor 319-291-4301 City of Waterloo,Iowa DNR form 29(Nov 00) 542-3219 Exhibit 8A Iowa Department of Natural Resources Wastewater Section Construction Permit Application SCHEDULE A,General Information APPLICANT ENGINEER OWNER FIRM Iowa Heartland Habitat for Humanity Robinson Engineering Company ADDRESS ADDRESS 803 West Fifth Street,Waterloo,Iowa 50702 5751 Westminster Drive,Cedar Falls,Iowa 50613 REPRESENTATIVE TELEPHONE PROJECT OFFICER TELEPHONE Linda Morgan,Director 319-235-9946 Monica Smith,P.E. 319-859-0293 PROJECT IDENTIFICATION ESTIMATED START DATE* ESTIMATED COMPLETION DATE Heartland Heights Addition,City of Waterloo,Iowa December 06,2006 December 30,2006 PLEASE RESPOND TO ALL QUESTIONS YES NO 1. Has an engineering report,facilities plan or other information previously been submitted for this project? ❑ ►1 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? /r ❑ 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? 41 ❑ 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? ® ❑ If Yes=> APPROVED STANDARD SPECIFICATIONS OF DATE APPROVED (municipality or firm) 2005 Iowa Statewide Design and Standards 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? ❑ El 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? ❑ El 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 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 — variations from such standards is attached. I am familiar with the (( / - 414/ information contained in this application,and to the best of my C knowledge,such information is complete and accurate. S NATURE DATE SIGNATURE DATE druc¢t, )2nt , I f/ZS'/ob *Estimated Construction Start Date: Complete applications mu t 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 Exhibit SA Iowa Department of Natural Resources Wastewater Section Construction Permit Application SCHEDULE A,General Information 1 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 ►1 �f 11/22/2006 C Lateral Sewer Extension 4 ►Z1 11/22/2006 D Trunk&Interceptor Sewer ❑ ❑ E Wastewater Pump Station ❑ ❑ F Treatment Project Site Selection ❑ ❑ G Treatment Project Design Data ❑ ❑ H 1 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 ❑ ❑ RI 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 ►l ❑ Identify any categories included in this project which are not provided in the above list of schedules. Iowa Department of Natural Resources Wastewater Section Construction Permit Application SCHEDULE B,Collection system I DATE PREPARED PROJECT IDENTITY DNR USE 11/22/2006 Heartland Heights Addition,City of 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 None *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 Ex.Ln.CityView Design capacity,MGD 1.42 Peak Hourly Dry weather Flow MGD(actual) 0.059 Peak Hourly Wet Weather Flow MGD(actual) 0.248 *3. Identify treatment facility,the design loadings and present raw waste loadings. Indicate source and accuracy of numerical data. Facility name and number Ia.No.079 001 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( ) Residential service area Acres Acres Population 3 Persons 17 Persons Flow(100 GPCD) 300 GPD 1,700 GPD BOD5(0.17#/d/cap) 0.5 #/day 2.9 #/day Industrial service area N.A. Acres N.A. Acres Rated flow N.A. GPD N.A. GPD BOD5 N.A. #/day N.A. #/day Other N.A. Acres N.A. Acres Rated Flow N.A. GPD N.A. GPD BOD5 N.A. #/day N.A. #/day Total BOD5 0.5 #/day 2.9 #/day Total Flow 300 GPD 1,700 GPD Peak Hourly Flow 1,200 GPD 6,800 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 11-22/2006 Heartland Heights Addition,City of Waterloo,Iowa PROJECT NO. DATE REVISED PERMIT NO. 1. Design Basis Initial Design Year( ) Residential service area 0.9 Acres 0.9 Acres Population 3.0 Persons 17.0 Persons Flow(100 GPCD) 300 GPD 17,000 GPD BOD5(0.17#/d/cap) 0.5 #/day 2.9 #/day Industrial service area N.A. Acres N.A. Acres Rated Flow N.A. GPD N.A. GPD BOD5 N.A. #/day N.A. #/day Other N.A. Acres N.A. Acres Rated Flow N.A. GPD N.A. GPD BOD5 N.A. #/day N.A. #/day Total BOD5 0.5 #/day 2.9 #/day Total Flow 300 GPD 1,700 GPD Peak Hourly Flow 1,200 GPD 6,800 GPD 2. Pipe Diameter 8 Inch 10 Inch 12 Inch Material PVC/TRUSS N.A. N.A. Joint BELL/SPIGOT N.A. N.A. Minimum Slope 0.40 % N.A. % N.A. % Maximum Manhole Space 10.1 ft. N.A. ft. N.A. ft. Total Sewer Length 396 ft.. N.A. ft. N.A. ft. Maximum Cover 7.5 ft. N.A. ft. N.A. ft. Minimum Cover 6.0 ft. N.A. ft. N.A. 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 IA.SUDAS 3010-2.03 CLASS I B. Pipe laying IA.SUDAS 3010-3.06 C. Compaction IA.SUDAS 3010-2.04 thur 2.07 D. Manhole IA. SUDAS 6020.3 E. Specified maximum Infiltration/exfiltration rate 1200 GPD GPDPMPI F. Infiltration/exfiltration test procedures IA.SUDAS 4040-3.05&3.06 G. Alignment&grade test procedures (1) During construction: Stake&batter board 4010-3.02D Laser 4010-302E (2) After construction: Lamping IA. SUDAS 4040-3.02 Other H. Deflection test procedures IA. SUDAS 4040-3.09 4. Are detailed manhole drawings included: Yes // No ❑ Typical frame and cover assembly Are manhole covers nonvented: Yes �1 No ❑ Manhole diameter 48 in. Manhole opening diameter 24 in. Material Concrete/precast 5. Minimum sewer&water main separation: Horizontal 10 ft. Vertical 18 in. Are specifications included? yes 6. Stream,road,or railroad crossing protection n.a. Are specifications included? I