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HomeMy WebLinkAboutBrain Engineering, Inc-3/17/2014CITY OF WATERLOO Council Communication City Council Meeting: March 17, 2014 Prepared: March 12, 2014 Dept. Head Signature: Eric Thorson, PE., City Engineer # of Attachments: SUBJECT: CONSTRUCTION PLANS FOR SANITARY SEWER SERVING RIDGEWAY DEVELOPMENT and SEWAGE TREATMENT AGREEMENT DNR FORM 29 (Nov 00) for the DEPARTMENT OF NATURAL RESOURCES Submitted by: Dennis Gentz, P.E., Assistant City Engineer Recommended City Council Action: These plans have been reviewed by this office and are recommended for approval by the City Council. It is also recommended that the Mayor be authorized to sign the attached Treatment Agreement DNR Form 29 (Nov 00) with the Department of Natural Resources, and that the final acceptance of the attached construction plans be subject to the review and acceptance by the DNR. Summary Statement Transmitted herewith are the sanitary sewer construction plans serving RIDGEWAY DEVELOPMENT, Waterloo, Iowa, as submitted by Wayne Claassen Engineering & Surveying, Inc., of Waterloo, Iowa. Expenditure Required N/A Source of Funds N/A Policy Issue N/A Alternative None Background Information: 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 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 455B.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 515-281-8502 or Donna.Gomm@dnr.iowa.gov Signature of Owner or�r Representative: Printed Name: Telephone or email contact: 3/9-3(--2/4--5 Mail to: Iowa Department of Natural Resources Wastewater Engineering Section 502 East 9th Street Des Moines, IA 50319-0034 06/2011 cmz .44e 4/4 /i1 seric'J4omh/f_ct2 / DNR Form 542-1245 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 Capital Investments, L.L.C. FIRM Brain Engineering, Inc. ADDRESS 999 44th Street, Suite 1000 Marion, IA 52302 ADDRESS 1540 Midland Ct NE, Cedar Rapids, Iowa 52402 REPRESENTATIVE Mark Mowrer TELEPHONE 319-373-2683 PROJECT OFFICER Daniel L. Schmidt TELEPHONE 319-294-9424 PROJECT IDENTIFICATION Kinsale Addition to Waterloo OWNER AND SYSTEM RECEIVING WASTES City of Water loo, 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/ !J TITL iJ ecY-- 114141e/- DATE 9-2g -z©,t( 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 PHONE NUMBER DATE DNR form 29 (Nov 00) 542-3219 Exhibit 11A Iowa Department of Natural Resources Wastewater Engineering Section Construction Permit Application SCHEDULE A, General Information APPLICANT ENGINEER OWNER E-MAIL ADDRESS Hawkeye Capital Investments, LLC mark@platimunserieshomes.com FIRM E-MAIL ADDRESS Brain Engineering, Inc. dans@brain-eng.com ADDRESS 999 44th Street, Suite 1000 Marion, Iowa 52302 ADDRESS 1540 Midland Court NE Cedar Rapids, IA. 52402 REPRESENTATIVE TELEPHONE Mark Mowrer 319-373-2683 PROJECT OFFICER TELEPHONE Daniel L. Schmidt 319-294-9424 PROJECT IDENTIFICATION Kinsale Addition to Waterloo ESTIMATED START DATE * May 2014 ESTIMATED COMPLETION DATE July 2014 PLEASE RESPOND TO ALL QUESTIONS YES 1. Has an engineering report, facilities plan or other information previously been submitted for this project? ❑ NO �/ 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 specifications a part of this application? ❑ // 0 NA ❑ ❑ ❑ 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? L /1 ❑ ❑ ❑ ❑ ❑ ❑ .1 .1 / 1 // If No=> I NAME OF ENGINEERING FIRM CONDUCTING INSPECTION 2RAM/ EA10,14JEEj dJ(a 1ijC. 11. Will this project utilize CWSRF loan funds? ❑ @ CERTIFICATION APPLICANT I certify that I am the authorized representative of the owner and state that the project identified above is approved by the owner. 09',0_ `Z©/ f ENGINEER I certify that all aspects of design included in this application 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. SIGNATURE DATE S RE DATE V)/1/11 -ZB-20/4/ * 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 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 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 C Lateral Sewer Extension El 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 ❑ ❑ 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 ❑ ❑ R1 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 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 DATE PREPARED 4/28/14 DATE REVISED PROJECT IDENTITY KINSALE ADDITION TO 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. 85,000 35.0 0.646 80.0 48,000 *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, Iowa NO. Enloe, /, FEP. A/D. ()oaf 20 5 a Facility Loading Design Average Wet Weather (actual) Peak Hourly Wet Weather (actual) MGD #BODS/day 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 (202y ) Residential service area /D.2. Acres Z8. `f Acres Population 225 Persons 878 Persons Flow (100 GPCD) 22,500 GPD 87,800 GPD BOD5 (0.17 #/d/cap) 38.25 #/day 149.26 #/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 39.1 #/day 150.11 #/day Total Flow 23,000 GPD 88,300 GPD Peak Hourly Flow 94,967 GPD 339,072 GPD Iowa Department of Natural Resources Wastewater Section Construction Permit Application SCHEDULE C, Lateral Sewer Extension DATE PREPARED 4/28/14 DATE REVISED PROJECT IDENTITY KINSALE ADDITION TO 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 (2024 ) 10.2 225 22,500 38.25 0.1 500 0.85 39.1 23,000 94,967 8 Inch PVC TRUSS ASTM D2680 ELASTOMERIC SEALS ASTM D3202 0.80 298 1,716 13.7 7.9 ft. ft.. ft. ft. Acres Persons GPD #/day Acres GPD #/day Acres GPD #/day #/day GPD GPD 10 Inch 28.4 878 87,800 149.26 0.1 500 0.85 150.11 88,300 339,072 ft. ft. ft. ft. 12 Inch 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 (2) After construction: Lamping X Other Laser X Televising; Air test H. Deflection test procedures Per SUDAS Standard Specifications 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 in. Manhole opening diameter 24 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 LETTER OF TRANSMITTAL CIVIL LANE) DEVELOPMENTnSURVEYING. •;•TRANSPORTATION ENGINEERING, 2540 Midland Ct. NE Cedar Rapids, Iowa 52402 Phone: 319-294-9424 Fax: 329-294-2056 Date: 5/6/2014 To: City of Waterloo 715 Mulberry Street Waterloo, IA. 50703 ATTN: Dennis Gentz — Assistant City Engineer We are sending you: INC. Project Number: 401912-10 Re: Kinsale Addition r: Attached r Under separate cover via C Prints C Plans C Specifications C Change Order C Other CITY ENGINEERS WATERLOO, IA Copies : Date 444 escriptlo � � s Sanitary Sewer Plan of Improvements 2 1 Wastewater Construction Permit These are transmitted as checked below: C For Approval 9 As Requested Remarks: Copy to: File C For review & comment C To be recorded Signed: If enclosures are not as noted, please notify us at once C Other. SANITARY SEWER IMPROVEMENTS KINSALE ADDITION TO THE CITY OF WATERLOO, BLACK HAWK COUNTY, IOWA LOCATION MAP PROJECT DESCRIPTION THIS PLAN SET IS FOR THE CONSTRUCTION OF SANITARY SEWER MAINS AND SERVICES FOR PHASE 1 OF THIS OVERALL DEVELOPMENT EMERGENCY AND NON -EMERGENCY PHONE NUMBERS CITY OF WATERLOO, IOWA ENGINEERING DEPARTMENT POLICE DEPARTMENT BUSINESS EMERGENCY FIRE DEPARTMENT BUSINESS EMERGENCY WATER WORKS ONE CALL (UTILITIES) MIDAMERICAN ENERGY CEN TURYLINK ALLIANT ENERGY MEDIACOM (319) 291-4312 (319) 291-4340 911 (319) 291-4460 911 (319) 232-6280 (800) 292-8989 (888) 427-5632 (855) 649-2857 (855) 662-4956 (800) 332-0245 CONTACT NAME: DANIEL L. SCHMIDT oniel L. Schmidt, P.E. My License Renewal Date Is December 31, 2014 License Number 13841 Pages or sheets covered by this seal: 10 ADDRESS: 1540 MIDLAND CT. NE, CEDAR RAPIDS, IA PHONE: (319)294-9424 FAX: (319)294-1056 EMAIL: dans@brain—eng.com THE PROPOSED PUBLIC IMPROVEMENTS INCLUDED IN THESE DRAWINGS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE STATEWIDE URBAN DESIGN SPECIFICATIONS (SODAS). 'NO EXCEPTIONS ARE BEING REQUESTED. NO SCALE SHEET INDEX SHEET 1 SHEET 2 SHEET 3 SHEETS 4-10 COVER SHEET PROJECT QUANTITIES, GENERAL NOTES, AND BENCHMARKS OVERALL SANITARY SEWER PLAN SANITARY SEWER PLAN AND PROFILES OWNER: HAWKEYE CAPITAL INVESTMENTS, L.L.C. 999 44TH STREET, STE 1000 MARION, IOWA 52302 PHONE: (319) 373-2683 ENGINEER: BRAIN ENGINEERING, INC. 1540 MIDLAND COURT NE CEDAR RAPIDS, IOWA 52402 PH: 294-9424 FAX: 294-1056 PROPERTY ADDRESS: NORTH OF GREENHILL ROAD AND EAST OF PROGRESS AVENUE. `FESS/04,..„, o°O99 Q •.• ! fa� • DANIEL \ U = SCHMIDT = m `: 13841 =-a"' ••••• ./* s ;,, IOWA %.�, sic I hereby certify that this engineering document was performedby me or under my direct, personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa. S' Dote oniel L. Schmidt, P.E. My License Renewal Date Is December 31, 2014 License Number 13841 Pages or sheets covered by this seal: 10 0 0 iv 0 0 z c 0 0 (1) J 0 0 CV 0 City File No: Project No: 401912-10 SANITARY SEWER PIPE LINE NO. SIZE (IN DIA) MATERIAL LENGTH (FT) SLOPE (%) UPSTREAM MANHOLE DOWNSTREAM MANHOLE FLOW LINE IN FLOW LINE OUT SS -1 8" PVC TRUSS 294 2.00 MH -1 XS -1 920.88 914.46 SS -2 8" PVC TRUSS 246 1.00 MH -2 MH -1 923.44 920.98 SS -3 8" PVC TRUSS 207 0.80 MH -3 MH -2 925.20 923.54 S5-4 8" PVC TRUSS 59 1.95 PLUG MH -3 926.45 925.30 SS -5 8" PVC TRUSS 128 1.45 MH -4 MH -2 925.40 923.54 SS -6 8" PVC TRUSS 272 0.81 MH -5 MH -4 927.70 925.50 SS -7 8" PVC TRUSS 181 1.77 MH -6 MH -5 931.00 927.80 SS -8 8" PVC TRUSS 141 0.80 PLUG MH -4 926.63 925.50 SS -9 8" PVC TRUSS 188 0.45 PLUG MH -5 928.65 927.80 PIPE LENGTHS ARE MEASURED FROM INSIDE STRUCTURE WALL TO INSIDE STRUCTURE WALL CONSTRUCTIO\I QUANTITIES No. ITEM UNIT QUANTITY 1 SANITARY SEWER, PVC TRUSS, 8 IN. DIA. LF 1716 2 SANITARY SEWER MANHOLE EACH 6 3 CONNECT TO EXISTING SANITARY SEWER MANHOLE EACH 1 4 SANITARY SEWER SERVICE, 6" DIA. PVC LF 329 5 SANITARY SEWER SERVICE, 4" DIA. PVC LF 80 oi 2 z z z 1 0 N N 0 6 GENERAL NOTES, AND BENCHMARKS Pogo 2 10 of Project N. 401912-10 0100 'ON 3N0N PHASING INFORMATION Lc) z z C7 z Jz J JJJ W 11_10 J Q 1ti, n L**Cm =coN m :pa.0(,ma WrOlD s1/oz/L sia .4o,a 001831VM — NOLLIOOV 371/SNl>1 NV7d 2:13M3S .& 'ViINVS 11V 3A0 O 0 I O 0 W 01 2 W SS8 SS8 z—ss 4 / o 7 urri (P 0111 IJ Lu Coo z Z w0, `T 1 PROGRESS AVENUE 1 NMOHS SV •ONI 'ONILI33NISN3 :P.X*043 NOLLIOQV .37VSNI>1 371.J0e1d NV701 el3M3S AervaINVS 15+00 i13+00 PROPERTY LINE GREEN H I LL ROAD uoispoki NMOHS SV :13]On •ONI Brillt133N191\13 c :propoi43 NOLLIGOV 37VSN/)l 371_40eld 2P NV-ld eGM3S ALIV I 100 V CO 0 0 0 + ir 0 0 LLI Z (1)00 w 0- ! 0 0 r0 t0 0 (N. e, Cn ZO'0 1— < N tf) Et (00 >- + cnn2 0 0 < t X X • v,. z 0 0 0 -J 0 0 LX in 0 0 LLI ool-oc4 Z (1) 0) < !! 0 Et D < _J u_ Z 0 d' cr) in K) cn ! o t''') cn in N o-) o N cs) if) ,— cn , mama: 0 •—• o> NgP.. 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