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Home My WebLink About07090081 Sewer/Water Permit/s- ? - om Regional Waste District Residential 00577 SANITARY SEWER PERMIT INDIVIDUAL LOT / EXISTING BUILDINGS Permit Type --------- Conditional ------------------ Subdivision Private residence Section Number ----- ------------ --------------- Lift Station 04 Springmilf Ridge Station Treatment Plant MIX Builder Gregg Montgomery Phone Number Parcel Acreage --------------------------------- EDU in Gallons 310 Invoice Number' Lot Number , Address Number --------- 986 ------------------- Street ------------------ 141 ST ST ----------- 141 Carmel Zip Code 46032 County Hamilton Local SewerCharge Plan Review and Inspection -----'------------- Application Fee $100_00 ------ ------------ EDU Fee $1,650.00 ------------------------------------- Interceptor Fee - $6,741.40 ------------------- Fees Due $8,491.40 ------------------- PLEASE NOTE: Installation of building sewer shall be per the specifications of the Clay Township Regional Waste District (see reverse) and any conditions noted below. All installations shall be inspected by District personnel during "open trench" phase and before backfilling with stone to twelve inches above the pipe. NO footing or foundation drains; or other sources of ground or stormwaler, shall be permitted to enter the District's sanitary sewer system.. The District will assume no liability for drains which.are below the grade level of the nearest downstream manhole nor for laterals which are extended beneath driveways or sidewalks. The permit holder (property owner, developer or builder) will be responsible for damages to the District's sewer system. This includes damages to manholes, castings, manhole lids and the like; caused by construction activity on the building site which is the subject of this permit. Inspections by the District are MANDATORY and shall be arranged by contacting the Districfs office at 844-9200 24 hours in advance. All new construction will be placed on billing six months after connection has been made or when water is connected, whichever comes first. The.building has: USMH BHE-2A 13HE-2 DSMH Grease Trap ------ No ---- - Slab Foundation -- No -- Lid Elevation 885_00 it 882.81 ft --------- Grit=Interceptor No Crawl Space No First Floor Elevation 890_00 ft 890.00 it Grinder, Station No Basement Yes Basement Elevation 880.00 ft 880.00 ft, Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor f 5.00 ' 7.19 Per Ordinance,9-13-99 and the elevations provided, the substructure shall be plumbed by; Ejector Pump Only p?,Ll _ The District reserves the right to inspectall sump pump connections to ensure no'illegal connections have been made. .%A& - Manholes shall remain accessible at all times. Buried manholes will be corrected by the Developer/Owner. ?01 Conditional Permit Terms: No connection to the sanitary sewer can be made until all conditions have been satisfied. Plans must be submitted prior to final connection- A Certificate of Insurance with CTRWD listed as the certificate holder is required. /()I s9aACATTW ntr44. tctya r ftlti +r L44rhe d A request to core a manhole needs to. be approved beforea permit will be LOCATION By signing. below, I. attest that I am familiar with the Builder I Owner Signature Printed' Name GU Approved By t(? specifications and agree to ept responsibility for all work done under this permit.. Phone Number ' 91 - 0 3 9 I Permit Date 911812007 Me4r,? ?De?W r of Adminisfralion& Cuslomer.Service Revised 826107 Permit is valid fw E-YEAR from the date issued. Permit valid only with-CTRWD seal in red ink. SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. All houses, buildings, etc., shall connect to the District's sanitary sewer system within 90 days of notice providing a sewer is within 300 feet for Hamilton County or 100 feet for Boone County of the property line. Only one building may connect to the sewer main per lateral unless otherwise approved by the District. 2. No foundation or other stone water drains shall be interconnected to the sewer lateral installed and connected to the District's sanitary sewer. 3. The existing sewer line from the building to the septic tank may only be used if it is located under a building addition, patio, porch or paved, driveway. Air test is required to show if acceptable for re-use. The property owner shall bear the cost of all testing. The District inspector must be onsite for the duration of the air test. 4. The owner or contractor shall notify the District prior to covering the installed lateral so that the District can make an inspection to determine compliance with the District's sewer use ordinance. Such notification shall, be made 24 hours prior to the need for the inspection. If the inspection fails and a second ihspection,is required, or contractor is, not on site for scheduled inspection, or fails to cancel inspection, an additional fee of $100.00 will be due. This must be paid prior to the time of the follow up inspection. 5. Property owners are hereby advised that the County Board of Health. regulates the operation and maintenance of private sewage disposal (septic) systems. The County Ordinance provides in part that; upon connection to apublic sewer, aseptic tank "...shall be abandoned (pumped clean) and filled completely with earthen material or stone in a safe and sanitary manner:" Please contact the appropriate County Board of Health for further information and to notify the department of the abandonment. 6. Acceptable•Pipe Materials: PVC.PIPE: SDR 35 or SDR.26, ASTM D3034, SIX INCH PIPE PVC PRESSURE RATED PIPE: SDR 21, ASTM D2241, SIX INCH PIPE RESTRAINED JOINT PVC PIPE (DIRECTIONAL DRILLj: Yelomine SRD 21, ASTM D2241, SIX INCH PIPE (use only per approval of the District Engineer) GASKETED JOINTS: ASTM D3212 GASKETS:ASTM F477 FITTINGS: SDR 26 or better (NO fernco's allowed) DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS CLEAN OUTS TO BE LOCATED NO MORE THAN THREE FEET FROM THE FOUNDATION AND NO MORE THAN 100 FEET APART. 7. Bedding Use Number 8 crushed stone or Number 8 fractured face aggregate. Number 8 stone backfill, material is to be placed from 6 inches below to 12 inches above the pipe..Thetrench should be a,minimum of 18 inches wide (six inches'on'both sides of the pipe) 8. Laterals shall be installed no closer than 20 feet from water wells unless PVC pressure grade pipe is used meeting SDR 21 and ASTM D2241. Any proposed installation requiring.pressure pipe shall be reviewed and accepted by the District and the District's engineer prior to installation. 9. Where ,a transition is made between SDR 35 pipe and pressure grade SDR 21 pipe, a ductile iron,gasketed mechanical coupling shall be used. 10. Laterals shall terminate within 3 feet of the building unless the conditions in item #3 above are met. No glued pipe shall be installed outside three feet of building foundation walls: 11. Additional information'on District standards and specifications may be obtained from the District's office during business hours of 8:00a.m. to'4:30 p.m. Monday through Friday: All District standards can,be located on our web site at http://www.ctriid.org/. Clay Township Regional Waste District. 10701 College Avenue- Suite A Indianapolis, Indiana 46280 12. Septic effluent shall not be pumped out into the sanitary sewer system. 13. The District shall inspect ALL laterals. 'Please call the District office at 844.9200 24 hours prior to'time of 14. Contractors shall lay 14 gauge-solid wire the entire length of the lateral. Wire is to be placed on top of the lateral. The District inspector will verify placement of;the wire. After inspection,. bedding is to be placed on top. 15. Call before you dig. IUPPS 1-800-382-5544, 48 hours prior to digging Revised V24107