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Home My WebLink AboutBrain Engineering, Inc,-4/6/2015CITY OF WATERLOO Council Communication Resolution approving Construction Plans for Private Sanitary Sewer Serving Kinsale Addition Phase 2, as submitted by Brain Engineering, Inc. of Cedar Rapids, Iowa; and Sewage Treatment Agreement DNR Form 29 (Nov 00) with the Department of Natural Resources and the final acceptance of construction plans subject to the review and acceptance by the DNR; and authorize Mayor to execute said document. City Council Meeting: 4/6/2015 Prepared: 4/1/2015 Class/Meeting: Destination: Dates: Amount not to exceed: Board/Commission: Expiration Date: SUBJECT: Resolution approving Construction Plans for Private Sanitary Sewer Serving Kinsale Addition Phase 2, as submitted by Brain Engineering, Inc. of Cedar Rapids, Iowa; and Sewage Treatment Agreement DNR Form 29 (Nov 00) with the Department of Natural Resources and the final acceptance of construction plans subject to the review and acceptance by the DNR; and authorize Mayor to execute said document. Submitted by: Submitted By: Dennis Gentz, PE, Assistant City Engineer Summary Statement: Resolution approving Construction Plans for Private Sanitary Sewer Serving Kinsale Addition Phase 2, as submitted by Brain Engineering, Inc. of Cedar Rapids, Iowa; and Sewage Treatment Agreement DNR Form 29 (Nov 00) with the Department of Natural Resources and the final acceptance of construction plans subject to the review and acceptance by the DNR; and authorize Mayor to execute said document. 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 Hawkeye Capitalss, L.L.C. FIRM Brain Engineering, Inc. ADDRESS 999 44th Street, Suite 1000 Marion, IA. 52302 ADDRESS 1540 Midland Court NE, Cedar Rapids, IA. 52402 REPRESENTATIVE Barry Smith TELEPHONE 319-373-2683 PROJECT OFFICER Daniel L. Schmidt TELEPHONE 319-294-9424 PROJECT IDENTIFICATION Kinsale Addition - Phase 2, Waterloo 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 ,Me'1'mER DATE '4/4, /,/ 3�_ L TO PROVIDE SEWAGE TREATMENT of the system identified above and state that the connection of the proposed sanitary by the owner, and that the owner accepts responsibility for providing adequate in accordance with the provisions of Chapter 455B, Code of Iowa, and the rules shall not be construed in any way to affect any local ordinances, sewer between the parties. AGREEMENT I am the authorized representative of the owner sewerage facilities identified above is approved treatment of all wastes contributed by this project, of the Dep • IPS.- i t of Natural Resources. This agreement service agr- a ents, or fee sy tems ent.-z . int SIGNATURE TYPED OR PRINTED NAME Erl1e54- C - Cilcuvk TITLE 9 PHONE NUMBER DATE ov 542-3219 Exhibit 111A Iowa Department of Natural Resources Wastewater Engineering Section Construction Permit Application SCHEDULE A. General Information APPLICANT ENGINEER OWNER E-MAIL ADDRESS Hawkeye Capital hwestments, L.L.0 mark@platinumserieshomes.com FIRM E-MAIL ADDRESS Brain Engineering, Inc. dans@brain-eng.com ADDRESS 999 44th Street, Suite 1000 Marion, Iowa 52302 ADDRESS 1540 Midland Ct. NE Cedar Rapids, IA. 52402 REPRESENTATIVE TELEPHONE Barry Smith 319-373-2683 PROJECT OFFICER TELEPHONE Daniel L. Schmidt 319-294-9424 PROJECT IDENTIFICATION Kinsale Addition — Phase 2, Waterloo ESTIMATED START DALE, * April 2015 ESTIMATED COMPLETION DATE June 2015 PLEASE RESPOND TO ALL QUESTIONS 1. Has an engineering report, facilities plan or other information previously been submitted for this project? If Yes=> PROJECT IDENTITY DATE SUBMII'IED 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 specifications a part of this application? If Yes=> APPROVED STANDARD SPECIFICATIONS OF (municipality or firm) Iowa Statewide Urban Design and Specifications DATE APPROVED 10/15/2013 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? 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? 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? 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 Brain Engineering, Inc. 11. Will this project utilize CWSRF loan funds? YES NO CERTIFICATION ❑ M4 El E E E E 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 knowledge, such information is complete and accurate. t * Estimated Construction 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 DATE PLEASE COMPLETE THE SCHEDULE CHECKLIST ON THE FOLLOWING PAGE OF THIS FORM DNR form 28A (Sept 2010) Construction Permit Application SCHEDULE A, General Information, page 2 542-3129 SCHEDULE B Collection system C Lateral Sewer Extension DOCUMENT CHECKLIST Identify all categories included in this project. Also, identify schedules attached to this application. INCLUDED IN SUBMITTAL PROJECT DA 1b Tl'1'LE D Trunk & Interceptor Sewer E Wastewater Pump Station F Treatment Project Site Selection G Treatment Project Design Data H1 Schematic Flow Diagram 112 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 ATTACHED E ❑ ❑ ❑ E ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 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 B, Collection system DA 1h PREPARED 2/24/2015 DATE REVISED PROJECT IDENTITY Kinsale Addition - Phase 2, Waterloo 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 NONE Flooding Protection 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. Location Design capacity, MGD Peak Hourly Dry weather Flow MGD (actual) Peak Hourly Wet Weather Flow MGD (actual) Segment Segment Segment 8" main to south under greenhill Rd. Garden Avenue Lift Station 35.0 0.646 2.52 48,000 0.73 2.65 *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 Pollution Control Plant, 10 'e3 4/0. 079 O0 /, FED A/O. 00'/ 2. (8 SD Facility Loading MGD #BODS/day Design Average Wet Weather (actual) Peak Hourly Wet Weather (actual) 18.0 85,000 35.0 31,500 80.0 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 (e0aO) Residential service area a0.2. Acres aft. ii Acres Population 470 Persons 690 Persons Flow (100 GPCD) 47,000 GPD 69,000 GPD BOD5 (0.17 #/d/cap) 79.90 #/day 117.30 #/day Industrial service area Acres Acres Rated flow GPD GPD BOD5 #/day #/day Other Office 0.1 Acres 0.1 Acres Rated Flow 500 GPD 500 GPD BOD5 0.85 #/day 0.85 #/day Total BOD5 80.75 #/day 118.15 #/day Total Flow 47,500 GPD 69,500 GPD Peak Hourly Flow 189,425 GPD 270,922 GPD Iowa Department of Natural Resources Wastewater Section Construction Permit Application SCHEDULE C, Lateral Sewer Extension DATE PREPARED 2/24/15 DATE REVISED PROJECT IDENTITY Kinsale Addiiton - Phase 2, Waterloo DNR USE PROJECT NO. PERMIT NO. 1. Design Basis Residential service area Population Flow (100 GPCD) BOD5 (0.17 #/d/cap) Industrial service area Rated Flow BOD5 Other Office Rated Flow BOD5 Total BOD5 Total Flow Peak Hourly Flow 2. Pipe Diameter Material Joint Minimum Slope Maximum Manhole Space Total Sewer Length Maximum Cover Minimum Cover Initial Design Year (2020 ) 20.2 470 47,000 79.90 0.1 500 0.85 80.75 47,500 189,425 Acres Persons GPD #/day Acres GPD #/day Acres GPD #/day #/day GPD GPD 28.4 690 69,000 117.30 0.1 500 0.85 118.15 69,500 270,922 8 Inch 10 Inch 12 Inch PVC TRUSS ASTM D2680 ELASTOMERIC SEALS ASTM D3202 0.45 394 1,504 10.1 7.0 ft. ft.. ft. ft. ft ft ft. ft. Acres Persons GPD #/day Acres GPD #/day Acres GPD #/day #/day GPD GPD ft. 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 I B. Pipe laying ASTM C-12 C. Compaction ASTM C-12 D. Manhole ASTM C-478 E. Specified maximum infiltration/exfiltration rate 200 GPDPMPI F. Infiltration/exfiltration test procedures Per SUDAS Standard Specifications Section 4060 G. Alignment & grade test procedures (1) During construction: Stake & batter board Laser X (2) After construction: Lamping X Other Televising; Air test H. Deflection test procedures Per SUDAS Standard Sepcifications Section 4060 4. Are detailed manhole drawings included: Yes ❑ No Typical frame and cover assembly Neenah R-1642 Are manhole covers nonvented: Yes ® No Manhole diameter 48 Manhole opening diameter 24 in. in. Material Concrete 5. Minimum sewer & water main separation: Horizontal 10 Are specifications included? SUDAS Standard Specifications ft. Vertical 18 in. 6. Stream, road, or railroad crossing protection None in project Are specifications included? NA 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: Hawkeye Capital Investments, L.L.C. Address: 999 44th Street, Suite 1000 City, State, Zip: Marion, Iowa 52302 Project Identification: Kinsale Addition - Phase 2 to Waterloo $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 4556.173 and rules in Iowa Administrative Code 567 IAC 64, must be accompanied by the fee required by Iowa Code 455B.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 515-725-8427 or Donna.Gomm@dnr.iowa.gov Signature of Owner or Representative: Printed Name: JAJ y Srin'714 Telephone or email contact: 3/9, 373 — e.(c, Mail to: Iowa Department of Natural Resources Wastewater Engineering Section 502 East 9th Street Des Moines, IA 50319-0034 11/2014 cmc DNR Form 542-1245