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Home My WebLink About07120024 Sewer/Water Permit/sCITY OF CARMEL Item 1 cf 1 PERMIT RECEIPT i OPERATOR: twedd_ng COPY # : 1 Sec: Twp: Rng: Sub:362 31k: Lot:880 PARCEL ID ........: ZB62880 DATE ISSUED.......: 12/13/2007 RECEIPT #.........: 26996 REFERENCE ID # •--: 07120023 SITE ADDRESS ..... SUBDIVISION ...... CITY .............: IMPACT AREA ...... 2295 SHAFTESBU-RY RD VILLAGE OF WESTCLAY Carmel OWNER .......... ..: DIAMOND STAR HOMES ADDRESS ........ ..: P.O. BOX 867 CITY/STATE/ZIP . ..: WESTFIELD, IN 46074 RECEIVED FROM .. ..: DIAMOND STAR HOMES CONTRACTOR ..... ..: L•IC # XWILEXC COMPANY ........ ..: WILLS EXCAVATING INC ADDRESS ........ ..: 6268 W STONER DR CITY/STATE/ZIP . ..: GREENFIELD, IN 46140 TELEPHONE ...... ..: FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC ---------- NEW BAL ---------- - ---------- ------ USFWATCONN FLAT RATE ---- 1.00 ---- ---- 1310.00 0.00 1310.00 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 136 -- .00 --- 2221 TOTAL RECEIPT 1396 .00 CITY OF CARMEL/ CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT PARCEL ID #: Z662880 LOT & SUBDIVISION: 880 VILLAGE OF WESTCLAY ADDRESS OF CONSTRUCTION: 2295 SHAFTESBURY RD Carmel, IN 46032 PAYMENT RECEIVED FROM: Name: DIAMOND STAR HOMES CHECK #: 2221 EXCAVATOR INFORMATION: Name: WILLS EXCAVATING INC Ph. #: Fax #: Email: Street Address: 6268 W STONER DR GREENFIELD, IN 46140 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWER/WATERPERMIT Permit #: 07120023 Date: 12/13/2007 Notesluonanions: LOT 880 VILLAGE OF WEST CLAY. WATER. NO NOTES' The building & Sewer Shall be pvc sewer pipe meeting .ASTM specifications 3034 SDR 35 of latest revision; or Vitrified clay pipe, meeting .ASTM specifications C-700 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 P300S.1 and .2 of the International Residential Code. All building sewers shall be 6" diameter. All installation- shall be "open trench" inspected and approved by the Carmel Sewer Department before any backfillin^ is done Non- compliance may result in digging up the sewer installation and,!or denial of future sewer permits andlor denial of water connections. No footing or foundation drains or other sources of ground water or storm water shall be permitted to enter the public sewer. Sewer inspections should be requested at (31'1 ?71-'_646 one to four hours in advance. No inspections or installations will be made on Saturday or Sundav or holidays unless arrangements are made at least 24 hours in advance. All plumbers or contractors installing sewer (or water) lines shall have a plumber bond posted with the CITY ENGINEER'S OFFICE. If any street must he cm. a separate street cut nermit shall he ohtained. APPLICANT NAME: TIM TOMPKINS PAYMENT RECEIVED BY: FEES: $1,396.00 f Regional Waste District ?t Residential 00707 SANITARY SEWER PERMIT INDIVIDUAL LOT I EXISTING BUILDINGS Permit Type Final Lot Number 880 Subdivision - - - - - ---- - - - Village of West Clay Address Number -------- 2295 ----------------- - - Section Number ------- 10004 :A -------------- Street - Shaftesbury 'Rd Lift-Station - _ -20 High Grove Station City -------- Carmel --------------- ------- Treatment Plant MIX Builder Diamond Star Homes Phone Number Tip Code 46032 --------'---------------- County _Hamilton _ Local Sewer Charge Plan Review and Inspection ------------------ Application Fee $100.00 Parcel Acreage EDU in Gallons 310 Invoice Number 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 sewersystem. 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. Ail new construction will be placed on billing six months after connection has been made or. when water is connected, whichever comes first l The building has: USMH VWC-4175 VWC-416SDSMH Grease Trap - No Slab Foundation No Lid Elevation -898.49 ft 897.09 .ft-I Grit Interceptor No Crawl Space No First Floor Elevation 901.40 ft --- --- ---- 901.40.11 ---------- Grinder Station No Basement Yes Basement Elevation 891.40 ft 891.40 ft Calculation is based on both` Manhole'Ud Elevations and the eloGation of the. First Floor 2.91. . 4.31 Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump District reserves the right to inspect all sump pump connections to ensure no illegal connections have beenmade. Manholes shall remain accessible at all times. Buried manholes will be corrected by the Developer/Owner. Conditional Permit Terns: All conditions have been met Connection to the sanitary sewer is now By signing below, I attest that I am familiar with the District's s dfications and agree to.accept responsibility for all work done under this perm. Builder'/ Owner Signatur?_V_U! C Phone Number -q(7 7/v - 3? Printed Name -VY16' 'f I/-) r ? b V14 G( ?? Appr Permit Date 1111912007 Candy J. Feltner. DireclorafAdministrafion6, Cuslornu Service Revised 726107 Permit is valid for ONE-YEAR from the date issued. Permit valid only with CTRWD seal in red ink. J 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 septictank may only be used if it.is_located under a building addition, patio, porch-orpaved driveway. Air test is.required to stiow 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 tie 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 herebyadvised 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 PVCPRESSURE'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 femco's allowed) DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS PRIVATE GRINDER PUMPS ACCEPTABLE PIPE MATERIAL: HDPE DR 11 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 httpa/www.ctrwd.orgl. 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 Districfoffice 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,10108107 &AAG --alma s"r,.4? yC:), rs •3 West Carmel Drive, Carmel, IN 46032 317.844.3333 F 317.844.3383 www.seagrouplic.com THIS PLOT PLAN WAS PREPARED BASED ON INFORMATION TAKEN FROM RECORD PLATS, SUBDIVISION 'LANS, RECORD DRAWINGS AND PLANS PROVIDED BY CLIENT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY SITE CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE S E A GROUP LLC and 3RENWICK OF ANY ]15CREPANCIES. _OCATICN OF UTILITY _ATERALS ON PLOT PLAN ARE GENERAL LOCATIONS °ER PLAN AND SHOULD BE JERIFIED IN THE FIELD. NOTE: BUILDER TD ENSURE POSITIVE -_OW AWAY FROM STRUCTURE. VOTE: SUMP TO BE PLACED BY 30ILDER AS NEEDED. VOTE: CONCRETE APRON TO MATCH EXISTING ALLEY EDGE OF PAVEMENT LEVATIOFI ALL MUD IN STREETS FROM TRUCKS LEAVING LOT TO BE CLEANED AT THE END OF EACH DAY. SILT FENCE TO BE USED WHERE NEEDED TO KEEP AUD OFF OF STREETS AND )UT OF STORM SEWERS. AREA OF WATER TAP TO BE 3ACKFILLED WIT ,GRANULAR ,4ATERIAL TO WITHIN 10" OF 70P OF CURB. AREA OF WATER-TAP-TO-BE - RESTORED 70 ITS' ORIGINAL CONDITION PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES ON PLOT PLAN ARE GENERAL LOCATIONS PER PLAN AND SHOULD RF VERIFIEO IN THE FIELD. GRANULAR BACKFILL SUGGESTED UNDER DRIVEWAY AT SANITARY SEWER LATERAL TRENCH, WATER LINE TRENCH AND ANY OTHER EXCAVATED AREAS. OF SITUATION OCCURS) ALL SERVICE LATERAL CROSSINGS AT CURB ARE STAMPED S5= SANITARY SEWER SD= SUBSURFACE DRAIN W= WATER NOTE: (SECONDARY AREAS - WESTCLAY) MAX. HEIGHT: 35° QN LOTS 1OD' AND LARGER (TO EVE LINE) 30' ON LESS THAN 100' MAX. COVERAGE: 50% NOTE: THE INFORMATION FOR THE ELEVATION DIFFERENCE BETWEEN THE PRIMARY FINISHED FLOOR ELEVATION TO THE TOP OF BASEMENT WALL-AND TO THE BASEMENT FINISHED FLOOR WAS PROVIDED BY THE BUILDER. 00.0 PROPOSED GRADE PER PLAN - GROUND WATER ROW -:w-I- SANITARY SEWER LINE .-??- STORM SEWER UNE .. WATER UNE _________________ EASEMENT UNE BUILDING SETBACK LINE NOTE: (PRIMARY AREAS - WESTCLAY) MAX. HEIGHT; 30' BUILD-UP LINE: 2 STORIES MAX. COVERAGE: 50% NOTE: PAD ELEVATION SHOWN 15 PER PLANS AND IS NOT THE AS BUILT NOTE: BUILDER IS TO GRADE SIDEYARD SWALE TO GRADES SHOWN ON THIS PLAN. IF BUILDER IS UNABLE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM PROPOSED STRUCTURE, THE ENGINEER SHALL BE CONTACTED. BUILDER IS NOT TO DEVIATE FROM GRADES SHOWN ON THIS PLAN WTHOUT THE CONSENT OF BOTH THE ELEVATION. I DENOTES LOCATION PER CONSTRUCTION PLAN DRAWINGS. CONFIRM BEFORE CONSTRUCTION OF 6" SANITARY LATERAL AND WATER SERVICE LINE. MINIMUM SETBACKS Min, Side = 5 Feet Gr B% Lot width ® B.L. (5.Y) Min. Rear = 20 Feet AQU. = 15% of lot width a R-L 7128'1 senn?r ' T'a T?s ao Pg eIo TC6? ?. r )party Description t Number 880 in the \ lags of Weetclay, Section 10004-A, an Addit iunty, Indiana, as per plat thereof recorded as Instrument Number Ind in the Office of the Recorder of HamTton County, Indiana PLOT PLAN scale: 1"-30' Iete: Oct. 19, 2007 Drawn vised: .v Sonttvy e Str.( Pr Plm - 4(?fl 2295 Shaftesbury Road