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Home My WebLink About07100218 Sewer/Water Permit/sCITY OF CARMEL Item 1 of i PERMIT RECEIPT OPERATOR: vdolan COPY # : 1 Sec: Twp: Rng: Sllh:B62 Blk: Lot:378 PARCEL ID ........: ZB6237E DATE ISSUED.......: 11/2012007 RECEIPT #.........: 26835 REFERENCE ID # ...: 07100217 SITE ADDRESS ..... SUBDIVISION ...... CITY .............: IMPACT AREA ...... 1914 BROUGHTON ST VILLAGE OF WESTCLAY CARMEL OWNER .......... ..: KENT SHAFFER 3UILDERS ADDRESS ........ ..: 2608 S B75 F CITY/STATE/ZIP . ..: ZIONSV"ILLE, IN 46077 RECEIVED FROM .. ..: KENT SHAFFER BUILDER CONTRACTOR ..... ..: LIC # XGRAYCAS COMPANY ........ ..: GRAYLING CASTOR ADDRESS ........ ..: P.O. BOX 55 CITY/STATE/ZIP . ..: WESTFIELD, IN 46074 TELEPHONE ...... ..: (317) 867-2600 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC ---------- NEW BAL ---------- ---------- ------------- ------ USFWATCONN FLAT RATE ---- 1.00 ---------- ---------- 1310.00 0.00 13i0.00 0.00 UWATERTAP FLAT RATE 1.00 86.00 0.00 86.00 ---- - 0.00 --------- TOTAL PERMIT ---------- ---------- 1396.00 0.00 ------ 1396.00 0.00 METHOD OF PAYMENT AMOUNT NUMBER. ------------ - ----------------- - CHECK 1396. -- 00 --- -- 22064 TOTAL RECEIPT 1396. 00 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT PARCEL ID M ZB62378 LOT & SUBDIVISION: 378 VILLAGE OF WESTCLAY ADDRESS OF CONSTRUCTION: 1914 BROUGHTON ST CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: KENT SHAFFER BUILDER CHECK #: 22064 EXCAVATOR INFORMATION: Name: GRAYLING CASTOR Ph. #: (317) 867-2600 Fax #: Email: Street Address: P.O. BOX 55 WESTFIELD, IN 46074 Bond Expiration: PERMIT TYPE: USEWRWATR : SEWER/WATER PERMIT Permit #: 07100217 Date: 11/20/2007 NUWW.onatutona: LOT 378 VILLAGE OF WEST CLAY. WATER. NO NOTES' The building & Sewer Shall be pve sewer pipe meeting ASTNt specifications 3034 SDR 35 of latest revision: or vitrified clay pipe, meeting ASTM specifications C-,00 for extra strength clay pipe of latest revision unless other materials are hereby permitted in writing. The sewer shall be installed in accordance with ASTM 2321 for pvc pipe and the Uniform Plumbing Code for the State of Indiana. All installations shall be in strict compliance with pertinent City of Carmel ordinances. Back Water check valves shall be installed in accordance with City Code Section 9-122(a), and sections P3008.1 and 2 of the International Residential Code. All building sewers shall be 6- diameter. All installations shall be "ooen trench" inspected and approved by the Carmel Sewer Department before anv backfilline is done. Non compliance may result in digging up the sewer installation and/or denial of future sewer pennits and/or denial of water connections. No footing or foundation drains or other sources of around water or storm water shall be permitted to enter the public sewer. Sewer inspections should be requested at 017) 571-0643 one to four hours in advance. No inspections or installations will be made on Saturday or Sunday or holidays unless arrangements are made at least 24 hours in advance. All plumbers or contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. If any street must he our a senarare street our nermit shall he ohrnined_ APPLICANT NAME: KENT SHAFFER PAYMENT RECEIVED BY: FEES: $1,396.00 Regional Waste District Residential SANITARY SEINER PERMIT 00676 INDIVIDUAL LOT I'EXISTING BUILDINGS Permit Type Final Subdivision - - Village of West Clay - -- --- --- --- --- --- Section Number 6502 Lift Station 19, Village of West-Clay Station Treatment Plant MIX Builder Kent Shaffer Builders Phone Number - ---- - ?_?.- ^- ----------------------------- Parcel Acreage ------------ - ------------------- EDU in Gallons 31,0 Lot Number 378 Address Number 1914 Street ----------------- Broughton St -------------------- City ------------------ Carmel --------- Zlp Code 46032 --------------- County ---------------- --------------------- Hamilton ------------- Local Sewer Charge ---------- ---- --- --- -- Plan Review and Inspection Application' Fee 5100.00 EDU Fee $1,650.00 Interceptor Fee Invoice Number Fees Due 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 orstormwater, 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 manhotenor 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 six months after connection has been made or when water is connected, whichever comes first. The building has: USMH.VWC-442A VWC-433ADSMH Grease Trap No Slab Foundation No Lid Elevation 893.78 ft 891.95 ft Grit Interceptor No Crawl Space ---- --- No First Floor Elevation -- 896_80 ft - 896.61) ft Grinder Station No Basement Yes Basement Elevation 886.80 ft 886.80 ft Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor t- $,02 4.85 Per Ordinance,9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump tf 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 isnow permitted. CTRWD 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 Printed Name Permit Date 1012612007 Revised 7126107 Permit is valid for ONE-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 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 payed driveway. Air test is required to show, if.acceptable for re-use. -The.property owner shall bear the cost of all testing. The Districtinspector 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, aseptic tank "...shall be abandoned (pumpedclean) 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. Number8 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 _ _- __ _ - _ - --- _°= - _ - _ -- - 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 inspectorwill 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