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HomeMy WebLinkAbout14-0929 IEPA Permit Bowes Creek Illinois Environmental Protection Agency Permit Section, Division of Water Pollution Control P.O. Box 19276 Springfield, Illinois 62794-9276 For IEPA Use: Application for Permit or Construction Approval WPC-PS-1 1. Owner Name: City of Elgin Name of Project: Bowes Creek Country Club-Phase II Thornhill Drive Improvements Township: Elgin County: Kane 2. Brief Description of Project: Sanitary sewer extension and services for 23 lots along Thornhill Drive in existing Bowes Creek Country Club subdivision. Proposed work was previously permitted under IEPA Permit No 2007-HB-3178, but not installed. 3. Documents Being Submitted: If the Project involves any of the items listed below, submit the corresponding schedule, and check the appropriate boxes. Schedule Schedule Private Sewer Connection/Extension A/B p Spray Irrigation H Sewer Extension Construct Only C • Septic Tanks 18 Sewage Treatment Works D ❑ Industrial Treatment/Pretreatment J ❑ Excess Flow Treatment E ❑ Waste Characteristics N ❑ Lift Station/Force Main F r Erosion Control P ❑ Fast Track Service Connection FTP❑ Trust Disclosure T❑ Sludge Disposal G ❑ Plans: Title Bowes Creek Country Club-Phase II Thornhill Drive Improvements No. of Pages: 15 Specifications: Title Included on plans No. of Books/Pages: N/A Other Documents: (Please Specify) 3.1 Illinois Historic Preservation Agency approval letter: Yes 12 No❑ 4. Land Trust: Is the project identified in item number 1 herein,for which a permit is requested, to be constructed on land which is the subject of a trust? Yes❑No p If yes, Schedule T(Trust Disclosure)must be completed and item number 7.1.1 must be signed by a beneficiary, trustee or trust officer. 5. This is an Application for(Check Appropriate Line): p A. Joint Construction and Operating Permit ❑ B. Authorization to Construct(See Instructions)NPDES Permit No. IL00 ❑ C. Construct Only Permit(Does Not Include Operations) ❑ D. Operate Only Permit(Does Not Include Construction) 6. Certifications and Approval: 6.1 Certificate by Design Engineer(When required: refer to instructions) I hereby certify that I am familiar with the information contained in this application, including the attached schedules indicated above, and that to the best of my knowledge and belief such information is true, complete and accurate. The plans and specifications(specifications other than Standard Specifications or local specifications on file with this Agency)as described above were prepared by me or under my direction. Engineer Name: Hubert J. Loftus, Jr _t= ::: Registration Number: 062 - 044426 :062 I� (3 digits) (6 digits) 426N �� EOIN EER Firm: Cowhey Manhard LCNgE0 N tai � .g8 ... �Address: Springer Drive � P City: Lombard State: IL Zip: 60148 Phone No: (630) 925-1125 Signature X ■ 4‘ 1111�� G11 RI 14 Date: 7. Certifications and Approvals for •ermits: 7.1 Certificate by Applicant(s) I/We hereby certify that I/we have read and thoroughly understand the conditions and requirements of this Application, and am/are authorized to sign this application in accordance with the Rules and Regulations of the Illinois Pollution Control Board. I/We hereby agree to conform with the Standard Conditions and with any other Special Conditions made part of this Permit. 7.1.1 Name of Applicant for Permit to Construct: Toll II, L.P. Address: 630 N. North Court, Suite#180 City: Palatine State: IL Zip Code: 60067 Signature X Date: //Io)J j" Printed Name. mes Hepler Phone No: (847)836-9860 Title: Director of Land Development Organization: Toll Brothers, Inc 7.1.2 Name of Applicant for Permit to Own and Operate: City of Elgin deed ur� . 20 --1113.-3/78' Address: 150 Dexter Court City: El.i. i - State: IL Zip Code: 60120 Signature ' ,�'i ,�L /`n `, Date: Printed Na -: Joseph Evers, P.E. Phone No: (847) 931-5955 Title: City Engineer 7.2 Attested ( equired When Applica t is a Unit of Government) Signature X Date: il62///41 Title: &I�?i( C(ep.ic t( (City Clerk,Village Clerk, Sanitary District Clerk, Etc.) 7.3 Applications from non-governmental applicants which are not signed by the owner, must be signed by a principal executive officer of at least the level of vice president, or a duly authorized representative. 7.4 Certificate By Intermediate Sewer Owner I hereby certify that(Please check one): p 1. The sewers to which this project will be tributary have adequate reserve capacity to transport the wastewater that will be added by this project without causing a violation of the environmental Protection Act or Subtitle C. Chapter I, or ❑2. The Illinois Pollution Control Board, in PCB dated granted a variance from Subtitle C, Chapter Ito allow construction of facilities that are the subject of this application. Name and location of§ewer system to which this project will be tributary: �T 07.1,e3(lee per,u e-- 3/78, Existing 8-inch sanitary sewer at NE corner of Thornhill Drive and Shaugnessy Drive Sewer System Owner: City of Elgin Address: 150 Dexter Court City: Elms .i' State: IL Zip Code: 60120 ' Av/A, ' gmsr� ! Date:ate: g Printed Naj' Joseph Evers Phone No: (847)931-5955 Title: City Engineer 7.4.1 Additional Certificate By Intermediate Sewer Owner I hereby certify that(Please check one): ❑ 1. The sewers to which this project will be tributary have adequate reserve capacity to transport the wastewater that will be added by this project without causing a violation of the environmental Protection Act or Subtitle C. Chapter I, or ❑2. The Illinois Pollution Control Board, in PCB dated granted a variance from Subtitle C, Chapter Ito allow construction facilities that are the subject of this application. ❑3. Not applicable Name and location of sewer system to which this project will be tributary: Sewer System Owner: Address: City: State: Zip Code: Signature X Date: Printed Name: Phone No: Title: 7.5 Certificate By Waste Treatment Works Owner I hereby certify that(Please check one): NI 1. The waste treatment plant to which this project will be tributary has adequate reserve capacity to treat the wastewater that will be added by this project without causing a violation of the Environmental Protection Act or Subtitle C, Chapter I, or ❑2. The Illinois Pollution Control Board, in PCB dated granted a variance from Subtitle C, Chapter Ito allow construction and operation of the facilities that are the subject of this application. ❑3. Not applicable I also certify that, if applicable, the industrial waste discharges described in the application are capable of being treated by the treatment works. Name of Waste Treatment Works: West Regional Wastewater Treatment Facility Waste Treatment Works Owner: Fox River Water Reclamation District Address: P.O. Box 328 City: Elgin State: IL Zip Code: 60121-0328 Signature X Date: Printed Name: Robert Trueblood Phone No: (847)742-2068 Title: Executive Director Please return completed form to the following address: Illinois Environmental Protection Agency Permit Section, Division of Water Pollution Control P.O. Box 19276 Springfield, Illinois 62794-9276 This Agency is authorized to require this information under Illinois Revised Statues, 1979,Chapter 111 %,Section 1039. Disclosure of this information is required under that Section. Failure to do so may prevent this form from being processed and could result in your application being denied. This form has been approved by the Forms Management Center. IL 532-0010 WPC 150 2.133,G2 -ZoI • ILLINOIS ENVIRONMENTAL PROTECTION AGENCY WATER POLLUTION CONTROL PERMIT LOG NUMBERS: 3178-07 PERMIT NO.: 2007-HB-3178 FINAL PLANS,SPECIFICATIONS,APPLICATION DATE ISSUED: APR 0 . 2007 AND SUPPORTING DOCUMENTS PREPARED BY Cowhey Gudmundson Leder, Ltd. I SUBJECT: ELGIN-Bowes Creek Country Club 2B ( Fox River WRD West Sewage Treatment Plant)--Sanitary Sewer Permit PERMITTEE TO CONSTRUCT PERMITTEE TO OWN AND OPERATE Toll IL, LP City of Elgin 1153 West Dundee Road 150 Dexter Court Arlington Heights, Illinois 60004 Elgin, Illinois 60120 Permit is hereby granted to the above designated permittee(s)to construct and/or operate water pollution control facilities described as follows(quantities are approximate): 6,706 feet of 8 inch sanitary sewer, 3,293 feet of 18 inch sanitary sewer, 1,264 feet of 21 inch sanitary sewer, 700 feet of 24 inch sanitary sewer,3,866 feet of 30 inch sanitary sewer and 69 manholes to serve 153 single family dwellings and 4 multiple dwellings buildings(590 P.E., 59,000 GPD, DAF)located south of Championship Drive with discharge to a proposed 30 inch sanitary sewer tributary to the above indicated sewage treatment plant. This Permit is issued subject to the following Special Condition(s). If such Special Condition(s)require(s)additional or revised facilities, satisfactory engineering plan documents must be submitted to this Agency for review and approval for issuance of a Supplemental Permit. SPECIAL CONDITION 1:The Permittee to Construct shall be responsible for obtaining an NPDES Storm Water Permit prior to initiating construction if the construction activities associated with this project will result in the disturbance of one(1)or more acres total land area. An NPDES Storm Water Permit may be obtained by submitting a properly completed Notice of Intent(NOI)form by certified mail to the Agency's Division of Water Pollution Control -Permit Section. SPECIAL CONDITION 2: Please contact the Illinois Department of Natural Resources (IDNR), Office of Water Resources. IDNR may require a permit pursuant to the Rivers,Lakes,and Streams Act for construction of that portion of the project located in the floodplain. The U.S.Army Corps of Engineers may also require a permit pursuant to Section 404 of the Clean Water Act. Application forms received from IDNR will specify which Corps District you should contact. SPECIAL CONDITION 3: The operational portion of this permit is contingent upon completion of construction and start of operation of all downstream transporting and treating facilities. Issuance of this permit is not to be construed as Agency agreement that the downstream transporting and treating facilities will be completed in time to serve this project. THE STANDARD CONDITIONS OF ISSUANCE INDICATED ON THE REVERSE SIDE MUST BE COMPLIED WITH IN FULL. READ ALL CONDITIONS CAREFULLY. SAK:BuF:j:lfleming1317807.wpd DIVISION OF WATER POLLUTION CONTROL cc: EPA-Des Plaines FOS aletm9V-te/t- Cowhey Gudmundson Leder, Ltd. REP Records -Municipal Alan Keller, P.E. Binds Manager, Permit Section Log# ILLINOIS ENVIRONMENTAL PROTECTION AGENCY DIVISION OF WATER POLLUTION CONTROL PERMIT SECTION Springfield, Illinois 62794-9276 SCHEDULE A/B APPLICATION FOR SANITARY SEWER: (please check one or both boxes as applicable) Service Connection—Schedule A D Publicly Owned or Regulated Extensions—Schedule B D 1. NAME OF PROJECT: Bowes Creek Country Club- Phase II Thomhill Drive Improvements 2. TYPE OF SERVICE(S): Residential D ; Commercial ❑ ; Light Industrial (Domestic Waste Only) ❑ ; Manufacturing ❑ ; Recreational ❑ ; Other ❑ (check all that apply) . 3. NATURE OF PROJECT: Project consists of: a sewer extension IM ; a sewer connection © ; a trunk sewer ❑ ; a replacement sewer ❑ ; a relief sewer ❑ ; an interceptor sewer ❑ ; a new sanitary sewer ❑ . (check all that apply) 4. PROJECT LOCATION, SERVICE AREA AND POPULATION: Submit map(s) of the service area that includes the following: 4.1 An 8% X 11 inch detailed project location map or USGS map showing the project with respect to major roadways. In lieu of this map, a letter from the Illinois Historic Preservation Agency indicating compliance with the Illinois Historic Preservation Act for this project may be submitted. 4.2 The proposed sewer layout and project location. Township 41 Section 35 Range 7E 4.3 Residential and/or non-residential areas and their associated waste loads to be immediately served by the sewers of this project. 4.4 Potential residential and/or non-residential areas and their associated loads must be included in the overall design of the sewers of this project. 5. FACILITIES PLANNING AREA: This project is D is not El being constructed entirely within the Facilities Planning Area(FPA)boundaries. Name of FPA: Fox River Water Reclamation District 6. TYPE OF DEVELOPMENT: The following design criteria should be used in estimating the population equivalent (P.E.)of a residential building: Efficiency or Studio Apartment = 1 P.E. Commonly used quantities of sewage flows from miscellaneous 1 Bedroom Apartment = 1.5 P.E type facilities are listed in Appendix B,Table No.2 of the Illinois 2 Bedroom Apartment =3 P.E. Recommended Standards for Sewage Works. 3 Bedroom Apartment =3 P.E. Single Family Home =3.5 P.E. Mobile Home =2.25 P.E. 6.1 RESIDENTIAL BUILDINGS: Number of building(s) • Number of single family dwelling building(s) 23 ; Number of multiple dwelling buildings* 0 • Estimated total population equivalent 80.5 P.E. * Please provide an itemized list for each multiple dwelling building including: Number of 1, 2 and 3 bedroom units;the total P.E. for the each building and the total P.E. for multiple family dwellings. IL 532-0011 Printed on Recycled Paper WPC 151 Rev.6/03 6.2 NON-RESIDENTIAL BUILDINGS: Describe use of building(s) N/A Principal product(s)or activities N/A Number of non-residential building(s)to be served under this Permit 0 Non domestic liquid waste is ❑ (see section 6.5) is not❑ produced inside the building(s). If liquid wastes other than domestic are produced, submit Schedule N. Estimated number of employees ; Estimated number of occupants(transients) Estimated population equivalent (one population equivalent is 100 gallons of sewage per day, containing 0.17 pounds of BOD5 and 0.20 pounds of suspended solids). Flow P.E 0 ; BOD P.E. 0 ; Suspended Solids P.E. 0 6.3 Total loading for project(Sum of 6.1 and 6.2) Design Average Flow 8050 GPD; Design Max. Flow 32,200 GPD; P.E. 80.5 BOD; P.E. 448 Suspended Solids 6.4 Commencing July 1, 2003, Section 12.2 of the Environmental Protection Act (415 ILCS 5/12.2, as amended by P.A. 93-32) requires the Agency to collect a fee for certain applications for the installation of sanitary sewer connections and extension. Except for the conditions listed below, the following fee schedule shall apply: Fee Dollars Population Equivalents 100 1 400 2-20 800 21 - 100 1200 101 -499 2400 500 or more Please send the appropriate fee based upon section 6.4 or 6.5; certified or cashiers check made out to: "Treasurer, State of Illinois, Environmental Protection Permit and Inspection Fund" with the applicant's Federal Employee Identification Number(FEIN)appearing on the face of the check and submit along with this schedule. Any fee remitted to the Agency shall not be refunded at any time or for any reason,either in whole or in part. The Sewer Permit fee does not apply to: a) Any Department,Agency or Unit of State Government b) Any unit of local government where all of the following conditions are met; 1) The cost of the installation or extension is paid wholly from monies of the unit of local government, state grants or loans, federal grants or loads,or any combination thereof; 2) The unit of local government is NOT given monies, reimbursed or paid, either in whole or in part, by another person (except for State grants or loans or federal grants or loans; c) 1) Include a certified copy of the budget item or the board or council minutes which authorize the construction of this project with only local funds; and 2) I/we (Signature for Unit of Government) hereby certify that subsections(b)(1), (b)(2)and (c)(1) have been met. 6.5 A $1,000 fee shall be required for any industrial wastewater source that does not require pretreatment of the wastewater prior to discharge to the publicly owned treatment works or publicly regulated treatment works. 7. DEVIATION FROM DESIGN CRITERIA: The design criteria for sewers are contained in the"Illinois Recommended Standards for Sewage Works", Current Edition. This submittal does ❑ does not © include deviations from said criteria. If deviations are included,justification for said deviations must be attached. 8. INFILTRATION/EXFILTRATION LIMITS: 200 gallons per inch diameter of sewer pipe per mile per day. 9. SUMMARY OF SEWERS: Submit plan and profile drawings for all sanitary sewer extensions and for all sanitary sewer connections where either the domestic wastewater source serves more than one building, where the domestic wastewater source is 15 P.E. or more, where non-domestic waste is produced or where the connection is not direct to either a publicly-owned or publicly- regulated sewer. Service Connections Public ly Owned or Regulated Extensions Pipe size—inches 6 8 Total Length—feet 660 1434 Min. slope used-% 1.00 0.42 Max. slope used-% 0.70 Min.cover over sewers- 4 8 feet Pipe Material&Specs. ASTM D3034 ASTM D3034 SDR 26 PVC SDR 26 PVC • Joint Material &Specs. ASTM D3212 ASTM D3212 GASKET GASKET JOINTS JOINTS Total Manholes 0 8 Max. Distance Between Manholes 255 Bedding Class for Rigid Pipe (A, B, or C per ASTM C12) Bedding Class for Flexible Pipe IA IA (IA, IB, II, or III per ASTM 2321-89) 9.1 Is the project located in a flood plain? YES ❑ NO © If yes, contact the Illinois Department of Natural Resources, Division of Water Resources Management for further permit requirements. 9.2 Water tight manhole covers used on all manholes where the manhole tops are below cover or where the tops may be flooded by surface runoff or high water? YES © NO ❑ 10. EROSION CONTROL: The design criteria for Erosion Control are contained in the"Illinois Urban Manual"Current Edition, distributed by the National Resource Conservation Service. This submittal does ❑ does not © include deviation from said criteria. If deviations are included,justification for said criteria must be attached. (See instructions for Schedule P to determine if Schedule P must be submitted.) 11. EXISTING SEWER SYSTEM: A. This project will connect to one of the following: 1. existing sanitary sewer © 4. permitted combined sewer ❑ 2. existing combined sewer❑ 5. proposed sanitary sewer ❑ 3. permitted sanitary sewer❑ 6. proposed combined sewer ❑ If permitted but not constructed and operational provide permit number B. Size and location of downstream sewer(s): 8-inch diameter sewer at NE corner of Thomhill Drive and Shaugnessy Drive 12. WATER SUPPLY PROTECTION: The horizontal and/or vertical separation between sanitary sewers and watermains is in accordance with Section 370.350 of the Illinois Recommended Standards for Sewage Works. YES © NO ❑ . The location of proposed and existing watermain(s)must be shown in both the plan and profile views on plan sheet(s) for each water-sewer line crossing and at all locations within 10 feet horizontal distance of the proposed sewer line. Detailed drawing(s)for crossings, either typical or site-specific, shall be shown on the plan sheet(s). 12.1 HORIZONTAL SEPARATION: All sewer line(s)is(are) 10 feet from water line(s) YES © NO ❑ If no, provide justification AND describe the precautionary features against contamination All proposed forcemain(s) 10 feet from water line(s) YES ❑ NO ❑ N/A © . 12.2 VERTICAL SEPARATION: A. The water line(s)is(are)at least 18 inches above the sewer line(s)YES © NO ❑ . If no, continue with 12.2.B and provide justification below as to why this is not possible and describe precautionary measures taken to prevent contamination. B. The water line(s) is(are)above the sewer line(s)but less than 18 inches YES ❑ NO ❑ . If no, continue with 12.2.0 and provide justification below as to why this is not possible and describe precautionary measures taken to prevent contamination. C. The water line(s) is(are)at least 18 inches below the sewer line(s)YES ❑ NO ❑ . If no, provide justification below as to why this is not possible and describe precautionary measures taken to prevent contamination. Justification and precautionary measures: 12.3 Proximity to wells, reservoirs, and other potable water sources: YES ❑ N/A © . If Yes, Minimum distance feet. Describe precautionary measures taken to avoid contamination: Location of all potable water sources shown on plan sheets. YES ❑ NO ❑ NO KNOWN SOURCES DI 13. PIPE AND MANHOLE TESTING: Is infiltration testing included in plans, specifications, or special provisions? YES © NO ❑ Is exfiltration test included in plans, specifications, or special provisions? YES © NO ❑ Is air testing included in plans, specifications, or special provisions? YES 13 NO ❑ Leakage testing for manholes included in plans, specifications, or special provisions? YES 10 NO ❑ 14. FLEXIBLE PIPE TESTING: Is deflection test included in plans, specifications, or special provisions in accordance with the Illinois Recommended Standards for Sewage Works, Current Edition?YES © NO ❑ N/A ❑ 15. MISCELLANEOUS REQUIREMENTS: The following requirements should be included on the plan sheets where so indicated. For items where this is not specified, the requirements may be on the plan sheets, in the specifications, or in the special provisions: 15.1 Standard Specifications for Water and Sewer Main Construction in Illinois, Current Edition, govern the construction of this project. YES © NO ❑ . If no, please provide specifications. 15.2 Pipe and joint ASTM/AWWA designation included on plan sheets. YES © NO ❑ 15.3 All flexible gravity sewer pipe installed in accordance with ASTM D2321-89; embedment materials for bedding, haunching, and initial backfill to at least 6 inches over the top of the pipe with Class IA or IB or II or III; processed material produced for highway construction used in the project classified according to particle size, shape, and gradation in accordance with ASTM D2321-89, Section 9 and Table 1. YES © NO ❑ N/A ❑ . • 15.4 All rigid gravity sewer pipe installed in accordance with ASTM C12 and bedding material Class A, B, or C. YES ❑ NO ❑ N/A 15.5 Pickholes in all manholes likely to be flooded not larger than 1 inch in diameter and of the concealed type. YES ❑ NO ❑ N/A 15.6 All manholes numbered. YES © NO ❑ N/A ❑ 15.7 Match lines shown on all plan sheets. YES © NO ❑ N/A ❑ This Agency is authorized to require this information under Illinois Revised Statutes, 1979, Chapter 111 1/2, Section 1039. Disclosure of this information is required under that Section. Failure to do so may prevent this form from being processed and could result in your application being denied. This form has been approved by the Forms Management Center. Illinois Environmental Protection Agency Division of Water Pollution Control, Permit Section Post Office Box 19276 Springfield, Illinois 62794-9276 Schedule F-Sewer System Lift Station/Force Main 1. Name of Project: Bowes Creek Country Club-Phase II Thomhill Drive Improvements 2. Design Population: Area to be served 1148 acres. Population to be served 8115 P.E.. 3. Design Flows: Design Average Flow 564 gpm. Design Maximum Flow - 1716 gpm. 4. Lift Station will serve: ©Only separate sewers ['Only combined sewers ❑Separate and combined sewers ©Domestic waste sewers ['Industrial waste sewers ❑Domestic and industrial waste sewers 5. Lift Station is designed to serve: ❑Only the population indicated above ©An anticipated additional waste contribution of P.E. 6. Force Main: Size of Force Main (inches) 16 Total Length (feet) 1335 Pipe material specifications DIP ANSI A-21.51 Joint specifications AWE C111 &C600 Are air relief valves provided at high points? ©Yes ❑No Are clean-outs(blow-offs) provided at low points?['Yes ❑No 7. Design Head(Total Dynamic Head): A) Static Head: Discharge Elevation: 847.00 Low Water Elevation: 815.00 Static Head 32.00 Feet B) Pipe friction loss: 75.47 Feet at"C" =_ 120 C) Minor Losses(Valves, etc.) 5.04 Feet at"C" = 100 Total Dynamic Head(A+ B+ C) 112.51 Feet Maximum Suction Lift(if applicable) Feet 8. Pumps Number Type of Pump GPM per at TDH H.P.of Pass 3" of Pump (Feet) Each Spheres Pumps Pump 2 See Ponds of Stony Creek Plans prepared by 2166 58 47.5 DI Yes ❑No Cemcon Engineers for Lift Station Design Oyes ❑No Oyes ❑No a. Rated Capacity of Lift Station 4332 gpm at 116 feet of TDH. b. Pumping Capacity with Largest Unit Out of Service 2166 gpm at 58 feet of TDH. c. Are all pumps with positive suction head and/or self priming? ❑Yes ❑No d. Have provisions been made to detect shaft seal failure or potential shaft seal failure? ['Yes ❑No Schedule F-Sewer System Lift Station/Force Main Page 2 9. Valves a. Discharge Pipe ❑ Gate ❑ Check ❑ Other b. Suction Line(if applicable) ❑Gate ❑Check ❑Other 10. Wet Well a. Effective capacity(volume between pumps off and pumps on switches) = gallons b. Detention time at design flow = minutes c. Are there provisions for pump removal? Oyes ❑No 11. Buoyancy Calculations a. Have buoyancy calculations been submitted? Oyes ❑No ON/A b. Depth of groundwater table: feet below the ground surface. 12. Accessability a. Is the pump station accessible by an all weather road? ❑Yes ❑No 13. Ventilation a. Wet Well: Continuous with at least 12 complete air changes per hour? ❑Yes ❑No Intermittent with at least 30 complete air changes per hour? ❑Yes ❑No b. Dry Well (if applicable): Continuous with at least 6 complete air changes per hour? Dyes ❑No ON/A Intermittent with at least 30 complete air changes per hour? ❑Yes ONo ON/A c. Is portable ventilation equipment available for use at all times? Oyes ❑No 14. Emergency Operations a. In case of power failure, is an alternate power supply available? ❑Yes ❑No If yes,please describe the source: b. Is a portable pump,with adequate pumping capacity, available for use at all times? Oyes ❑No c. Has a riser from the force main been provided to hook-up portable pumps? ❑Yes [No d. Length of time between a power failure and commencement of pumping by emergency equipment e. Estimated time interval before damage or sewer backup will occur f. Type of alarm system proposed: ❑Telemetering System ❑Audio-Visual with self contained power g. Are personnel available at all times to operate emergency equipment? ❑Yes ❑No 15. Flow Measurement a. Type of flow measurement provided: ❑Flow meter ❑Elapsed time meters ❑ITR 16. Compliance with Illinois Recommended Standards for Sewage Works a. Can the pump station remain operational during the 25 year flood? Oyes ❑No b. Is the pump station protected from physical damage during the 100 year flood? Oyes ❑No c. When applicable,will electrical systems and components comply with NEC ❑Yes ❑No requirements for Class I, Group D, Division I locations? d. Have provisions been made to automatically alternate the pumps? ❑Yes ❑No e. Is the motor control center located outside and protected by a conduit seal? ❑Yes ❑No f. Can the motor be electronically disconnected without disturbing the seal? Oyes ❑No Tps r m Agy reuthwr ord iz ued nd to e u iScti ramlae o to udno eo Imao rRevst e iaum teso m 9 7e,nCg h ptee s1se1d 2 a Secctiood 1r0e3s9.lt Dn isclosape p o athtiion being denied. This frm has been approved by the Forms Management Center IL 532-0015 WPC 155