The URL can be used to link to this page

Home My WebLink About08010006 Sewer/Water Permit/s00761 Permit Type Subdivision Section Number Lift Station Treatment Plant Builder Phone Number INDIVIDUAL LOT i EXISTING BUILDINGS Final Village of West Clay 5001 19 Village of West Clay Station MIX Estridge Group 317-669-8510 Lot Number Address Number Address 2 Street City Zip Code County 462 2165 Duke of York St Carmel 46032 Hamilton Local Sewer Charge Plan Review and Inspection Application Fee Parcel Acreage EDU in Gallons Invoice Number $100.00 $1,650.00 $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 VWC-415 VWC-413 DSMH Grease Trap No Slab Foundation No Lid Elevation 905.22 ft 905.97 ft Grit Interceptor No Crawl Space No First Floor Elevation 906.40 R 906.40 ft Grinder Station No Basement Yes Basement Elevation 896.40 R 896.40 ft Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor !^ 1.18 0.431 Per Ordinance 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 limes. 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. By signing below. I attest that I am familiar with/theDistrict's specifications and agree to accept responsibility for all work done under this permit. Builder I Owner Signature ZPhone Number -8S30 Printed Name ApprovNy..,, Permit Date 1/312008 - rvice Revised 1/2108 Permit is valid for ONE-YEAR from the date issued. Permit valid only with CTRWD seal in red ink. SCANNED EDU Fee 310 Interceptor Fee Fees Due Keslaential SANITARY SEWER PERMIT 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 i00 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 stomp 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): Yelornine 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 DR11 with Compression Fittings, Mechanical or Electrofused Joints CLEAN OUTS TO BE LOCATED NO MORE THAN THREE FEET FROM THE FOUNDA71ON 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 backfrll 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 B:OOa_m. to 4:30 p.m. Monday through Friday: All District standards can be located on our web site at http:Ilwww.ctrwd.crgl. 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 VILLAGES @ WESTCLAY PLOT PLAN P.C. 3, SL 606 II LOT #462 - SECTION 5001 PREPARED FOR CARMEL, INDIANA ESTRIDGE 2165 Duke of York Strout LOT SIZE: 7,666 SQ.FT. CONC. DRIVEWAY: 555± SQ.FT. WALK: 971± SQ.FT. LEGEND PR VALTE WALK: 39± SQ.FT. Q - PERMANENT SEEDING SEEDING: 707± S.F. SOD:` 511± SQ.YD. - CURB INLET PROTECTION - DROP INLET PROTECTION _ _ _ ???I?1111111ui//q! - Sr - - SILT FENCE CONSTRUCTION LIMITS r ?GISTL qF 000.0 - PROPOSED GRADE N0. ? 000.0 - EXISTING GRADE r * iLS20300026- s • STATE Of I . V!b 11 1 -------------------------- - DUKE OF YORK STREET - - B ? UIY BTL I I I f ? - 11.73 P. I I 5.50 Ft f aoD PROPOSED ev ?I I? I ° 0 I I W ocr p w Y 3 CAR GARAGE GAR.-905.5' U) U9 DRIVE DRIVE ENTRY To CONFORM NTH CITY OF CARMEL STANDARDS-- THE LOCATIONS, DIMENSIONS AND WIDTH ALONG THE PROPOSED PUBIJ? THE SIDEWALK WERE SCALED OR TAKEN FROM ENGINEERING CONSTRUCTION PLANS PREPARED BY OTHERS OR AS PROVIDED. VERIFY SANITARY LATERAL LOCATION PRIOR TO CONSTRUCTION IT SHALL BE THE RESPONSIBIITY OF THE BUR.DER/CONTRACTOR TO VERIFY THE BUILDING DIMENSIONS, BUILDING LOCATIONS, THE LOCATION OF OTHER PERTINENT FEATURES AND ELEVATIONS PRIOR TO THE START OF CONSTRUCTION. THE INTENDED USE OF THIS PLOT PLAN IS FOR SECURING BUILDING PERMITS ONLY AND SHALL NOT BE USED FOR ANY OTHER PURPOSE. DRNJ: DJK I I I I I I I I I I I I I I ? I a STAKE ACTUAL ? STAKE BIG BOX 5'x5• CORNERS 10"t10' FlNAL CHECKED BY. DATE nATr, 12/18/07 SCALE 1" - 30' LAMSURVIRMA LAM 08VBLOPMENT CDNBULTINU "it 01-497 True' N 1055MNOHAMLAKEDNVE ZONED: ?uNey?r? ? I ? L INDIANAPOLIS, INDIANA 46214 r1IONB: (317}290-1290 ZONING: ...amvr. vr?t nJ T1m vrNT nIRF!'71f)M P/V(: (317).290-1293 REV.: F.F.E. HSE: 906.4' SIDE F.F.E. GAR: 905.5' REAR F.F.E. BSM'T: 896.4' 1 TAN . m t SCANNED CITY OF CARMEL Item Of 1 PERMIT RECEIPT Sec: Twn: Rng: Sub:262 Elk: LOt:462 PARCEL ID ........: Z362462 DATE ISSUED.......: 01/03/2008 RECEIPT #• .... 27108 REFERENCE ID # ...: 08010005 SITE ADDRESS .....: 2165 DUKE OF YORK ST SUBDIVISION ......: VILLAGE OF WESTCLAY CITY .......... CARMEL IMPACT AREA ...... OPERATOR: plux COPY # : 1 OWNER ............: ESTRIDGE CUSTOM HOMES ADDRESS ..........: 14300 CLAY TERRACE BLVD STE200 CITY/STATE/ZIP ...: CARMEL, IN 46032 RECEIVED FROM ....: THE ESTRIDGE GROUP CONTRACTOR .......: LIC # XRTMOOR COMPANY ..........: R.T. MOORE CO., INC. ADDRESS ..........: 6340 LAPAS TRL CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46268 TELEPHONE ........: (317) 291-1052 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 1396.00 ------------------ 016968 TOTAL RECEIPT 1396.00 SCANNED ;ti4;°; CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT -(•YOI4Nf- PARCEL ID #: ZB62462 LOT & SUBDIVISION: 462 VILLAGE OF WESTCLAY ADDRESS OF CONSTRUCTION: 2165 DUKE OF YORK ST CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: THE ESTRIDGE GROUP CHECK #: 016968 EXCAVATOR INFORMATION: Name: R.T. MOORE CO., INC. Ph. #: (317) 291-1052 Fax #: Email: Street Address: 6340 LAPAS TRL INDIANAPOLIS. IN 46268 Bond Expiration: PERMIT TYPE: USEWRWATR : SEWERIWATER PERMIT Permit #: 08010005 Date: 01/03/2008 Notesil-onamons: LOT 462 VILLAGE OF WESTCLAY, WATER PERMIT 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 AS I'M 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. Sack Water check valves shall be installed in accordance with City Code Section 9-122(a), and sections 113008.1 and .2 of the Intemational Residential Code. All building sewers shall be 6" diameter. All installations shall be "open trench" inspected and approved by the Carmel Sewer Department before any backtillinQ is done. Non- compliance may result in digging up the sewer installation andw 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 (317) 571-2648 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 cut. a senarate street cut nermit shall he obtained. APPLICANT NAME: PAUL PAYMENT RECEIVED BY: FEES: $1,396.00 OWEN SCANNED