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Home My WebLink AboutJDE Engineering, PLC-10/6/2014CITY OF WATERLOO Council Communication City Council Meeting: October 6, 2014 Prepared: October 1, 2014 Dept. Head Signature: Eric Thorson, PE., City Engineer # of Attachments: SUBJECT: F.Y. 2015 GERALDINE ROAD - PHASE III CITY CONTRACT NO. 871 South Port Third Addition - Sanitary Sewer Plans Sewage Treatment Agreement For The Iowa Department of Natural Resources Submitted by: Jeff Bales, Associate Engineer Recommended City Council Action: Staff has reviewed these plans and construction permit application agreement with Iowa DNR and recommends Council approve these documents and authorizes Mayor to sign and enter into said agreement. Summary Statement Transmitted herewith is the sanitary sewer plans that will serve South Port Third Addition and the construction permit application agreement with Iowa DNR in conjunction with the RISE -funded road project - Geraldine Road (Phase III) as prepared by JDE Engineering. The plans and agreement are available in the City Clerk's office if you wish to review it in its entirety. Expenditure Required N/A Source of Funds N/A Policy Issue N/A Alternative N/A Background Information The roadway project has been awarded RISE Funding by the DOT Commission and includes a 1394 -ft. extension of Geraldine Road to tie into Airline Highway. 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 Glenn Behrends FIRM JDE Engineering, PLC ADDRESS 3261 W. Airline HWY., Waterloo, IA 50703 ADDRESS 402 E. 4th Street, Suite 101, Waterloo, IA 50703 REPRESENTATIVE Glenn Behrends TELEPHONE 319-233-5616 PROJECT OFFICER Jim D. Ellis, PE TELEPHONE 319-464-7913 PROJECT IDENTIFICATION Geraldine Road Phase III Contract No. 871 OWNER AND SYSTEM RECEIVING WASTES City of Waterloo waste water treatment facility 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 a '1!., 6 ,1,41,9 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. T E Mayor TYPED OR PRINTED NAME Ernest G. Clark PHONE NUMBER 319-291-4301/ &Al/ DATE 5//, DNR form 29 (Nov 00) 542-3219 IOWA DEPARTMENT OF NATURAL RESOURCES Wastewater Disposal System Construction Permit Application Fee Form CASHIER'S USE ONLY 0945-542-N PD E -CP -0570 32-3202 Owner Owner Name: Glenn Behrends Address: 3261 W. Airline Hwy. City, State, Zip: Waterloo, IA 50703 Project Identification: Geraldine Road Phase III Contract No. 871 $100 Fee enclosed 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 Code 4558.197 and Iowa Administrative Code 567 IAC 64.16(3)"c". 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 indentified 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 Donna Gomm at 515-281-8502 or Donna.Gomm@dnr.iowa.gov Signature of Owner or Representative: 04tAA✓� Printed Name: Telephone or email contact: 5J Z 3 '— 5.4 ,14 G.L E I MM & @ fkx.. . Mail to: Iowa Department of Natural Resources Wastewater Engineering Section 502 East 9th Street Des Moines, IA 50319-0034 06/2011 cmz DNR Form 542-1245 Exhibit 11A Iowa Department of Natural Resources Wastewater Engineering Section Construction Permit Application SCHEDULE A, General Information DNR form 28A (Sept 2010) 542-3129 APPLICANT ENCINEER OWNER E-MAIL ADDRESS Glenn Behrends glennb c�i ptnic.us FIRM E-MAIL JDE ENGINEERING, PLC jdeeng@lpctel.net ADDRESS ADDRESS ADDRESS 3261 W. Airline Hwy, Waterloo, IA 50703 402 E. 4" Street, Suite 101, Waterloo, IA 50703 REPRESENTATIVE TELEPHONE PROJECT OFFICER TELEPHONE Glenn Behrends 319-232-5616 Jim D. Ellis, PE 319-464-7913 PROJECT IDENTIFICATION ESTIMATED START DATE * ESTIMATED COMPLETION DATE Geraldine Road Phase III Contract No. 871 12/01/2015 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 facilities plan? X ❑ 9 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 ❑ l 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) 10/18/2011 SUDAS 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? 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 permit 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? 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 CONDUCTdNG INSPECTION JDE Engineering, PLC " 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 64, or that an explanation and justification for any proposed variations from such standards is attached. I am familiar with the " q information contained in this application, and to the best of my r/. �� a f : `, ` _ " `i SiN knowledge, such information is complete and accurate. SIGNATURE DATE SIGNATURE DATE s ,. VZ2114 * Estimated Construction Start Date: Complete applications m st 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 (Sept 2010) 542-3129 Construction Permit Application SCHEDULE A, General Information, page 2 DOCUMENT CHECKLIST Identify all categories included in this project. Also, identify schedules attached to this application. TITLE Collection system C Lateral Sewer Extension 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 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 INCLUDED IN SUBMITTAL ATTACHED PROJECT DATE X ❑ xxxx X Identify any categories included in this project which are not provided in the above list of schedules. DNR form 28A (Sept 2010) 542-3129 Iowa Department of Natural Resources Wastewater Section Construction Permit Application SCHEDULE 13, Collection system DATE PREPARED PROJECT IDENTITY 09/12/2014 Gerladine Road Phase III Contract No. 871 DATE REVISED DNR USE PROJECT NO. 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 *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. Location Design capacity, MGD Peak Hourly Dry weather Flow MGD (actual) Peak Hourly Wet Weather Flow MGD (actual) Segment Segment Segment 24" 1.152 0.143 0.356 *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 Polution Control Plant Facility Loading Design Average Wet Weather (actual) Peak Hourly Wet Weather (actual) MGD #BODS/day 34.8 88,000 24.53 31,500 60+ 48,000+ Provide projected design loading increase, which will be added to this facility as a result of this project. Design Loading Residential service area Population Flow (100 GPCD) BOD5 (0.17 #/d/cap) Industrial service area Rated flow BOD5 Other Rated Flow BOD5 Total BOD5 Total Flow Peak Hourly Flow Initial Design Year ( Acres Acres N/A Persons N/A Persons N/A GPD N/A GPD N/A #/day N/A #/day 23 Acres 55 Acres 125,000 GPD 275,000 GPD 212.50 #/day 467.50 #/day N/A Acres N/A Acres N/A GPD N/A GPD N/A #/day N/A #/day 212.50 #/day 467.50 #/day 125,000 GPD 275,000 GPD 475,000 GPD 1,045,000 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 lowa Department of Natural Resources Wastewater Section Construction Permit Application SCHEDULE C, Lateral Sewer Extension DATE PREPARED PROJECT IDENTITY 09/12/2014 Geraldine Road Phase 111 Contract No. 871 DATE REVISED Design Basis Residential service area Population Flow (100 GPCD) BOD5 (0.17 #/d/cap) N/A N/A N/A N/A Initial Acres Persons GPD #/day Industrial service area 25 Acres Rated Flow 125,000 GPD Design Year (2014 ) N/A N/A N/A N/A 55 275,000 BOD5 212.50 #/day 467.50 Other N/A Acres N/A Rated Flow N/A GPD N/A BOD5 N/A #/day N/A Total BOD5 212.50 #/day 467.50 Total Flow 125,000 GPD 275,000 Peak Hourly Flow 475,000 GPD 1,045,000 Acres Persons GPD #/day Acres GPD #/day Acres GPD #/day #/day GPD GPD Pipe Diameter 8 Inch 10 Inch 12 Inch Material N/A N/A PVC TRUSS Joint N/A N/A ELASTOMERIC Minimum Slope N/A % N/A % 0.12 % Maximum Manhole Space N/A ft. N/A ft. 390 ft. Total Sewer Length N/A ft.. N/A ft. 1,750 ft. Maximum Cover N/A ft. N/A ft. 13.00 ft. Minimum Cover N/A ft. N/A ft. 03.00 ft. Construction specifications (indicate ASTM No. or other standard included in the specifications). A brief description is required in each part. A. Bedding class ATM Class II, D2321-75 except as modified by ASTM D2680-01 B. Pipe laying ASTM Class II, D2321-75 except as mofified by ASTM D2680-01 C. Compaction 95 5 Standard Proctor Density D. Manhole ASTM C4782 48" dia. E. Specified maximum Infiltration/exfiltration rate 200 GPDPMPI F. Infiltration/exfiltration test procedures v -notch weir, televising, or air test G. Alignment & grade test procedures (1) During construction: Stake & batter board yes Laser yes (2) After construction: Lamping yes Other televising H. Deflection test procedures N/A Are detailed manhole drawings included: Yes 0. No ❑ Typical frame and cover assembly Are manhole covers nonvented: Yes Manhole diameter 48" -4 Manhole opening diameter 24 No ❑ in. in. Material concrete Minimum sewer & water main separation: Horizontal 10 Are specifications included? no ft. Vertical 18 in. Stream, road, or railroad crossing protection N/A Are specifications included? N/A DNR form 28C (Nov 00) 542-3096