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Home My WebLink About07110141 Sewer/Water Permit/sM 05000'?.a- Pk} Est A'' I ® a Regional Waste District Commercial SANITARY SEWER PERMIT 00693 INDIVIDUAL LOT I EXISTING BUILDINGS Permit Type Final Subdivision Weston Pointe Retail Section Number Lift Station 10 Michigan Road Station ----- -------------------- Treatment Plant CTRWD WWTP - Builder C r Phone Number o Parcel Acreage -------------------------------- EDU in Gallons 800 Invoice Number Lot Number 3 Address Number 11145 Street Michigan Rd City Carmel Zip Code 46032 County --- ------- .--------- --------- Hamilton Local Sewer Charge Plan Review and Inspection Application Fee _ --------- -- ----- $258.00 EDU Fee $,4,257:00 Interceptor Fee ------------ S4,514.00 ------- ------- Fees Due $9,029.00 'PLEASE NOTE: Installation of building sewer shall be per the specifications of the Clay Township Regional Waste District (see re)ierse) 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 stormwater, 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 Districts 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 WPR-8 WPR=Z DSMH Grease Trap No Slab Foundation Yes Lid Elevation 903.71 ft 903.66 ft Grit Interceptor No - Crawl Space No First Floor Elevation 907.00 ft 907.00 ft --------- --------- Gririder. Station No Basement No Basement Elevation Calculation is based on both Manhole-Lid Elevations and the elevation of tire First Floor 3.29 3.34 J Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Not Applicable - r 11rl The District reserves the right to inspect all sump pump connections to-ensure no illegal connections have been made- 7 "; Manholes shall remain accessible at all times. Buried manholes will be corrected by the Developer/Owner. Conditional Permit Terms: All conditions have been met Connection to the sanitary sewer is now permitted. CTRIND F By signing below, I attest that I am familiar with the District's specifications and agree to accept responsibility for all work done under this:permit. Builder / Owner Signature 0 1 Phone Number jf _ c? y C? _ 3(o cj Printed Name ; Tc,t Approved By pQ, ..?Aq Permit Date 1118/2007 er,,Di.ector ofAdminisratlon B Customer Service // Revised 7126/07 Permit is valid for 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 1,00'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 storm water drains shall be interconnected to the sewer lateral installed and connected to the Districts 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.tesfis 'required to show if acceptable for re-use. The property owner shall bear the cost of all testing. The District inspectormust be onsite for the duration of the4r 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 inspection, 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 a public sewer,.a septic 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 DRILL): Yelomine SRO 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 PRIVATE GRINDER PUMPS ACCEPTABLE PIPE MATERIAL: HOPE DR11 with Compression Fittings, Mechanical or Electrofused Joints CLEAN OUTS TO BE LOCATED NO MORE THAN THREE FEET FROM THE FOUNDATION AND FOR GRAVITY LATERALS, NO MORE THAN 100 FEET APART: 7. Bedding Use Number '8 crushed stone or Number8'fractured face aggregate. Number 8 stone ,backfill material is to be placed from 6 inches below to 12 inches above the pipe: The trench should be a minimum of 18 inches wide (six. inches on both sides of the pipe) 8: Laterals shalt 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.ctrwd.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 10109107