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HomeMy WebLinkAboutBrain Engineering, Inc.-10/12/2015CITY OF WATERLOO Council Communication Resolution approving Construction Plans for Private Sanitary Sewer Extension serving Prairie Rapids Square, 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: 10/12/2015 Prepared: 10/6/2015 SUBJECT: Resolution approving Construction Plans for Private Sanitary Sewer Extension serving Prairie Rapids Square, 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 Iowa Department of Natural Resources Wastewater Section Construction Permit Application SEWAGE TREATMENT AGREEMEN 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 Prairie Rapids, LLC FIRM Brain Engineering, Inc. ADDRESS 1100 Old Marion Rd. NE Cedar Rapids, IA. 52402 ADDRESS 1540 Midland Court NE Cedar Rapids, IA. 52402 REPRESENTATIVE Darryl High TELEPHONE 319-363-3900 PROJECT OFFICER Daniel L. Schmidt TELEPHONE 319-294-9424 PROJECT IDENTIFICATION Prairie Rapids Square - 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. SNA N., TITLE MP-Pitiw.— DATE �—® 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. SIGNA 7', f TYPED OR PRINTED NAME C_AcQd-ic TITLE VA -0,-1,36K PHONE NUMBER DATE i DNRform29(Nov00 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 Prairie Rapids, LLC darryl@highdevelopment.com FIRM E-MAIL ADDRESS Brain Engineering, Inc. dans@brain-eng.com ADDRESS 1100 Old Marion Rd. NE Cedar Rapids, IA. 52402 ADDRESS 1540 Midland Court NE Cedar Rapids, IA. 52402 REPRESENTATIVE TELEPHONE Darryl High 319-363-3900 PROJECT OFFICER TELEPHONE Daniel L. Schmidt 319-294-9424 PROJECT IDENTIFICATION Prairie Rapids Square - Waterloo ESTIMATED START DATE * October 2015 ESTIMATED COMPLETION DATE November 2015 PLEASE RESPOND TO ALL QUESTIONS YES 1. Has an engineering report, facilities plan or other information previously been submitted for this project? ❑ NO a 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?• ❑ / 1 /1 ❑ ❑ ❑ 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? ►1 ►1 ❑ ❑ ❑ ❑ ❑ ❑ a /1 1 O. If No=> NAME OF ENGINEERING FIRM CONDUCTING INSPECTION Brain Engineering, Inc. 11. Will this project utilize CWSRF loan funds? ❑ /1 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. 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. d _ / 7 -/ 5 SIGNA DATE - DATE 4t1.0%, ILI9Leir * Estimated Construction Start Date: Complete applications ,•, 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 Identify all categories SCHEDULE TITLE B Collection system C D E F G H1 H2 H3 J K1 K2 K3 L M N O P DOCUMENT CHECKLIST included in this project. Also, identify schedules attached to this application. INCLUDED IN SUBMITTAL ATTACHED PROJECT DATE Lateral Sewer Extension Trunk & Interceptor Sewer Wastewater Pump Station Treatment Project Site Selection Treatment Project Design Data Schematic Flow Diagram Treatment Process Loading and Removal Efficiency Mechanical Plant Reliability Screening, Grit Removal and Flow Measurement Septic Tank System Controlled Discharge Pond Aerated Pond Anaerobic Lagoon Setting Tanks Fixed Film Reactor — Stationary Media Rotating Biological Contactor Aeration Tanks or Basins 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 DALE PREPARED 9/11/2015 DATE REVISED Iowa Department of Natural Resources Wastewater Section Construction Permit Application SCHEDULE B, Collection system PROJECT IDENTITY Prairie Rapids Square - Waterloo D 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 through Southaven Add. 88,000 24.53 0.39 60+ 48,000 unavailable unavailable *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: 079001, Fed: PP4f i6 57, Facility Loading Design Average Wet Weather (actual) Peak Hourly Wet Weather (actual) MGD #BOD5/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 Initial Design Year ( Residential service area 5. 2 7 Acres Acres Population 150 Persons Persons Flow (100 GPCD) 15,000 GPD GPD BOD5 (0.17 #/d/cap) 25.5 #/day #/day Industrial service area 0 Acres Acres Rated flow 0 GPD GPD BOD5 0 #/day #/day Other 0 Acres Acres Rated Flow 0 GPD GPD BOD5 0 #/day #/day Total BOD5 25.5 #/day #/day Total Flow 15,000 GPD GPD Peak Hourly Flow 62,865 GPD GPD DATE PREPARED 9/11/2015 DATE REVISED Iowa Department of Natural Resources Wastewater Section Construction Permit Application SCHEDULE C, Lateral Sewer Extension PROJECT IDENTITY Prairie Rapids Square - 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 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 (NA ) 5.27 Acres 150 Persons 15,000 GPD 25.5 #/day 0 Acres 0 GPD 0 #/day 0 Acres 0 GPD 0 #/day 25.5 #/day 15,000 GPD 62,865 GPD 8 Inch 10 Inch 12 Inch PVC TRUSS ASTM D2680 ELASTOMERIC SEALS ASTM D3212 1.36 306 656 10.7 9.0 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 D2321 C. Compaction ASTM D698 at 95% 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 Specifications Section 4060 4. Are detailed manhole drawings included: Yes ❑ No Typical frame and cover assembly Neenah R-1642 Are manhole covers nonvented: Yes 0 No Manhole diameter 48 Manhole opening diameter 24 in. in. Material Precast PCC, Cast Iron 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 SAN ITARY SEWER PLA F IMPROVE ra ENTS PRAIRIE R FIDS SQUARE T 9 THE CITY OF y ° ATERL °, LAC ¢ `, HA K COUNTY, 0O` - A PROJECT DESCRIPTION THIS PLAN SET IS FOR THE CONSTRUCTION OF . UTILITIES, PAVING, GRADING, AND MULTI -FAMILY RESIDENTIAL BUILDING CONSTRUCTION. EMERGENCY AND NON -EMERGENCY PHONE NUMBERS CITY OF WATERLOO, IOWA ENGINEERING DEPARTMENT (319) 291-4312 POLICE DEPARTMENT BUSINESS EMERGENCY FIRE DEPARTMENT BUSINESS EMERGENCY (319) 291-4340 911 (319) 291-4460 911 WATER WORKS (319) 232-6280 ONE CALL (UTILITIES) (800) 292-8989 MIDAMERICAN ENERGY CENTURYLINK ALLIANT ENERGY MEDIACOM (888) 427-5632 (855) 649-2857 (855) 662-4956 (800) 332-0245 CONTACT NAME: DANIEL L. SCHMIDT 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 (SUDAS). NO EXCEPTIONS ARE BEING REQUESTED. iC LOCATION MAP NO SCALE W .`'pan 1511arnnn Dt 1'44- J g Mlatfdloo Wept H, h SC half L Mitchell Ave f5 Mita 15,51115w T5- k R ew Ave 4 s/ LHidaek•ay:.r WelSreenn PROJECT LOCATION o fnen&hip VEtage Coven, haeiicr,I Con1w H Covenant riomf .0 t1 - Ntedtcel Setmes ' SHEET IN EX SHEET 1 COVER SHEET SHEET 2 PROJECT QUANTITIES SHEET 3 OVERALL SANITARY SEWER PLAN SHEETS 4-5 SANITARY SEWER PLAN AND PROFILE OWNER: PRAIRIE RAPIDS, LLC 1100 OLD MARION ROAD NE CEDAR RAPIDS, IOWA 52402 PHONE: (319) 363-3900 ENGINEER: BRAIN ENGINEERING, INC. 1540 MIDLAND COURT NE CEDAR RAPIDS, IOWA 52402 PH: 294-9424 FAX: 294-1056 PROPERTY ADDRESS: WEST OF EDGEMONT AVENUE AND SOUTH OF E. RIDGEWAY AVENUE R�f Ess I Oh.,/,,, • am: . . z ku SCHMIDT :.471 =y:DAfOAL ' ••. 13841 - L. `�m 1 hereby certify thot this engineering document was performed by me or under my direct personal supervision and that I am o duly licensed Professional Engineer under the lows of the State of Iowa. Date el? s 7 • Daniel L. Schmidt, P.E. My License Renewal Date Is December 31, 2016 License Number 13841 Pages or sheets covered by this seal: 5 z 0 z 0 0 m c 0 0 to J 0 L1) 0 N 00 N a7 SANITARY SEWER PLAN RAPIDS SQUARE w 0 SHEET 1 Project No: 296915-10 0 z o Li U • QUANTITY co u) M o1 0 300 I— o •% K EACH EACH z°' 0 N CVO 00 rn 8 z J CONSTRUCTION QUANTITIES QUANTITY co u) M h 300 I— EACH EACH LF Z J D 0- el ITEM SEWER, CONC TRUSS SANITARY, 8 IN. DIA. SANITARY SEWER MANHOLE CONNECT TO EXISTING SANITARY MANHOLE SANITARY SEWER SERVICE, 6" DIA. PVC •O P N n) la Z x N r7 'cF J 14.1 CC 00 co 0 11.1J QLU 0 C --IU 0i uj LU a ti oar in Lu N a 0) h 6 h J Q aw 0 FLOW LINE IN 00 n. 921.00 o 0 0- el V1 N cn Ot # P N n) la 0 Cr = x x x FLOW LINE OUT 910.44 911.88 0 N CbV 14 DOWN STREAM MH # 1.1 0 )- N Igg 00 0 0 CO �J� CO ci co LENGTH (FT) co 0 o m 287 2 Z CO CO CO J 0 0 0 J 14.1 CC 00 co 0 11.1J QLU 0 C --IU 0i uj LU a ti oar LOT 4 NE IOWA REAL ESTATE INVEST LTD. PROPOSED 12—PLD( FIN. FLOOR = 934.42 PROPOSED 12—PLD( FIN. FLOOR 935.37 PROPOSED 12—PLEX FIN. FLOOR 935.64 MH 4+00 P1: 13+76.88 PRAIRIE RAPIDS, LLC PROPOSED 8" SANITARY SEWER c LOT 5 EXISTING 8" SANITARY SEWER PROPOSED 8" SANITARY SEWER N / LOT 6 LOT 7 tn w6 W8 FIN. FLOOR 933.52 PROPOSED 12-PLEX w8 FIN. FLOOR m 934.50. PROPOSED 12—PLEX LOT 8 SOUTHAVEN ADDI ION - - LOT 9 — — ARLIN AND DOLORES ZEVENBERGEN TRUST LOT 10 LOT 11 i W6, 0 30' 60' I / General Notes 1 ss o 9/28/2015 L SHEET 3 1' = 60' `No. Revision/Issue Dote' r name am Aameee Project Nome and Adam PRAIRIE RAPIDS SQUARE OVERALL SANITARY SEWER PLAN X1196915-10 ss o 9/28/2015 L SHEET 3 1' = 60' / (SSg)`�—.,.A,_ XMH—O- EXISTING 8" SANITARY SEWER r- 0 0 01 C1 min 0 11+00 SSMH-1 SrS8 -- -- -- -- -- -- 12' 0 (z Lis) (ztis ) (tis) EXISTING STORM SEWER PRAIRIE RAPIDS, LLC 12+0013+00 S 7,a I f0 SSa PROPERTY LINE (t zus) tv1 SSMH-2 = ElS) (rz ) 0 0:10) to M fN General Notes 935 0 20' 40' `No. Revision/Issue Dote/ 935 PROPOSED GROUND P �OFILE 930 �{ __I. 930 EXISTING GROUND / PROFILE — �— 925 / 925 / -3) (SS 920 920 915 >Z � 302 1 F OF 8" PVC TRUSS SEWER @ 3.02% (SS-2.)RIM SSMH-2, I) INV.(OUT) SW -301 = 931.80 = 921 .00 915 910 67 L= TRUSS OF 8,.© SEWER SS -1 2C00% SS:::: SW -301 910 905 INV.(EX) INV.( 918.86 = 909.°4 = 910.44 RIM22.00XMH-0INV= INV) 911.88RIM= = 911.78 905 900 900 Q. `p m si v �on. O ai ° 1� 0 oscl 0 N 009 10+00 11+00 12+p0 13+00 14+00 fN General Notes N 0 20' 40' `No. Revision/Issue Dote/ Flan Nona �.� ems. PRAIRIE RAPIDS SQUARE SANITARY SEWER Shan SHEET 4 1 PROPOSED 12—PLEX FIN FLOOR = 934.42 6" SANITARY SEWER SERVICE (46 LF) PROPOSED 12—PLEX FIN. FLOOR = 935.37 PROPOSED 12—PLEX FIN.FLOOR = 935.64 ■ '• 6" SANITARY ■ '• 6" SANITARY •' II SEWER SERVICE SEWER SERVICE —� (46 LF) N (46 LF) NtoLdc General Notes Pt 13+76.88 H-2 6" SANITARY SEWER SERVICE (81 LE) 6" SANITARY SEWER SERVICE (81 LE) FIN. FLOOR = 933.52 PROPOSED 12-PLEX Revision/Issue Project Nome and Mtreu PRAIRIE RAPIDS SQUARE SANITARY SEWER ".*96915— 10 935 9/28/2015 SHEET 5 He PROPOSED GROUND PROFILE 935 930 "t — —� 930 �— 925 EXISTING PROFILE GROUND _ 925 287 LF OF 8,. PVC TRUSS (SS_3) SEWER 1.36% SSMH-3, RIM = INV. = 934.50 925.00 SW -301 920 915 SSMH-2, RIM INV.(IN) INV.(OUT) SW -30' = 931.80 = 921.10 = 921.00 915 910 910 oaVg; ro V m 14+00 15+00 16+00 17+00 Revision/Issue Project Nome and Mtreu PRAIRIE RAPIDS SQUARE SANITARY SEWER ".*96915— 10 9/28/2015 SHEET 5 He H:1"=40", V:1'-5'