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Home My WebLink About08010045 Sewer/Water Permit/sPermit Type Final Subdivision Camden Walk Section Number 1 Lift Station 09 Towne Road Station Treatment Plant CTRWD WWTP Builder Camden Walk, LLC Phone Number 317-506-3110 Parcel Acreage EDU in Gallons 310 Invoice Number Lot Number 27 Address Number 2507 Address 2 Street Silver Oaks Dr City Carmel Zip Code 46032 County Hamilton Local Sewer Charge Plan Review and Inspection Application Fee $100.00 EDU Fee $1,650.00 Interceptor Fee Fees Due $1,750.00 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 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 District's office at 844-9200 24 hours in advance. All new construction will be placed on billing two months after connection has been made or when water is connected, whichever comes first. The building has: USMH CW-711 CW-710 DSMH Grease Trap No Slab Foundation No Lid Elevation 873.74 ft 867.77 ft Grit Interceptor No Crawl Space No First Floor Elevation 877.30 ft 877.30 it Grinder Station No Basement Yes Basement Elevation 867.30 ft 867.30 ft Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor 3.56 3 9.53 9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump Only The District reserves the right to inspect all sump pump connections to ensure no illegal connections have been made. 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. O? 6 ?. GG UFMID 1 By signing below, 1 attest that I am familiar with the Builder/ Owner Signature Printed and agree to accept responsibility for all work done under this permit Phone Number Permit Date 1/16/2008 Revised 112108 Permit is valid for ONE-YEAR from the date issued. Permit valid only with CTRWD seal in red ink. Residential SANITARY SEWER PERMIT 00771 INDIVIDUAL LOT ! EXISTING BUILDINGS 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 storm 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 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 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 PRIVATE GRINDER PUMPS ACCEPTABLE PIPE MATERIAL: HDPE 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 Number 8 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 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.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 10/09107 OW CONSULTING ENGINEERS L A N D S U R V E Y 0 R S 7965 East 106th Street • Fishers, IN 46038 (317) 849-5935 • 1-800-728-6917 • FAX: (317) 849-5942 C.A. #2 VAR. D.&S.E. TIMBER WINDOW W/ ALL PCCKE' CONCRETE WALL 100.00' 15' 0.E= 0 20.0' 38.0' F.F.ELEV.= 877.30 0 BSMT.= 857.30 (RH) o O O4 I O O u Y 7.25 13.33 ° 08 E 75.8 P 75.8 10.7' SW 3 30.0' CAR. n 875 13 25' B .L J_ A_ 3 82't 20' D.&U E. 16.0' - D ? ,17 N E 74.2 P 74.2 + SILVER OAKS 4 DRIVE T.C.= 873.74 AS BUILT JAMES CAITO P.O. BOX 3936 CARMEL. IN 48032-3936 317-374-8906 TYPICAL SWALE DETAIL = NOT TO SCALE 0 U 710 AOL T.`=3767: AS BUIL_ LOT 27 CAMDEN WALK SECTION ONE INST. #199909954673 P.C. #2. SLIDE # 315 10' MIN. SIDEY RD 20' MIN. REAR YARD 20' AGGREGATE 1S C:...% UJ.: G?STE& ' .x1l.c? P O '' •. No. :80040348 STATE OF % /NDIAI41, .: OQ S U R? .y NOTE: THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATION REPORT BENCHMARK /lh TOP OF CASTING = 876.77 JOB D CAM.27 OX 157878 CAITO 3 6C? htiC 74.0 2507 SILVER OAKS DRIVE 74.0 ..°< I 38 2" 1 1 " = 30' PROP LOT AREA: 15,000 Sq. Ft. HOUSE TIMBER WINDOW WELL W/ ALL POCKETS BY CONCRETE WALL CONT. ' LEGEND: S.S.D. 20.0 E 99.99 EXISTING GRADE (BEFORE CONST.) P 9999 PROPOSED GRADE (AFTER CONST.) S.S_D SUB-SURFACE DRAIN SANITARY SEWER STORM SEWER WWATER MAIN E 75.3 W 3/4' WATER CONNECTION P 75.3 < SCALE 5F SILT FENCE • SEWER MANHOLE P 759 154'* STORM MANHOLE J 1 E 75.0 ¦ CURB INLET P 75.0 4'SW `IRE HYDRANT w w UTILITY EASEMENT D & RAINAGE d o . U E D LE LANDSCAPING EASEMENT S.L.E. SIGN LANDSCAPE EASEMENT ~' P 74.82 ALL UNDERGROUND SEWERS AND UTILITIES O SHOWN ARE PLOTTED BY SCALE FROM ul) v 'RECORD DRAWINGS' FURNISHED BY ENGINEER. 01/141 CAN 'HOLEY OLEY S=Z" DON T DIG BLIND CALL Two WORKING DAYS BEFORE YOU DIG. IT"S THE LAW 1-BDD-3BZ-ssaa