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Home My WebLink About07110014 Sewer/Water Permit/s;r w Y CITY OF CARMEL / CLAY TOWNSHIP WATER/SEWER PERMIT/RECEIPT PARCEL ID*: 1709280049003000 LOT & SUBDIVISION: 229 VILLAGE OF WESTCLAY ADDRESS OF CONSTRUCTION: 1757 MILFORD ST CARMEL. IN 46032 PAYMENT RECEIVED FROM: Name: THE ESTRIDGE GROUP, CHECK #: 016879 EXCAVATOR INFORMATION: Name: R.T. MOORE CO., INC. Ph. #: (317) 291-1052 Fax #: Email: Street Address: 6340 LAPAS TRL INDIANAPOLIS, IN 46268 Bond Expiration: PEPMITTYPE: USEWRWATR Special NoteslConditions: SEWERAVATER PERMIT Permit #: 07110013 Date: 1110212007 LOT 229 VILLAGE OF WEST CLAY. WATER. ` NO NOTES the building & Sewer Shall be pvc ,ewerpipe meeting ASTM specifications 3034 SDR 3S of latest revision: or vitrified clay pipe, meeting AST7t1 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 ASThd 2321 for pvc pipe and the Uniform Plumbing Code for the State a` Indiana. All installations shall be in strict compliance with pcrnitent cm orCamel ordinances. Sack Water check valves shall be installed in accordance with City Code Section 9-122(a), and scotiors P3008.1 and 2 of the International Residential Code- All building sewers shall be b" diameter. All installation- shall be "oxen treneh" insocCCd a d appraved by the Carmel Scwcr 1Jeoar[men[ before any back(lline is done. Non- compliance may result in digging up the sewer installation and/or denial of future sewer permits and/ar 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 sewers Sewer inspections should be rearrested al 617) 571-2648 one to four hours in advance, No inspections or installations will be made on Saturday or Sundae or 11011dav5 unless arrangements are made at least 24 hours in advance All plumbers or contractors installing sewer (or water) lines shall have a plumbers band posted with the CITY ENGINEER'S OFPIC6. If any strece mint 1,e c,u- a senaratc street cvi centric shall he nhtaineci. APPLICANT NAME: PAUL OW EN PAYMENT RECEIVED BYa FEES: $1,396.00 SCANNED CITY OF CARMEL Item: 1 of 1 PERMIT RECEIPT OPERATOR: twedding COPY # : 1 Sec:28 Twp:18 Rng:03 Sub:B62 B1k:120022 Lot:229 PARCEL ID ........: 1709280049003000 DATE ISSUED.......: 11/02/2007 RECEIPT #.........: 26715 REFERENCE ID # ... : 07110013 SITE ADDRESS ...... SUBDIVISION ....... CITY .............: IMPACT AREA ....... 1757 MILFORD ST VILLAGE OF WESTCLAY CARMEL OWNER ............: MICHAEL & JODY PETRIE ADDRESS 1757 MILFORD ST 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 ---------- ------------- ---------- USFWATCONN FLAT RATE 1.00 UWATERTAP FLAT PATE 1.00 TOTAL PERMIT : METHOD OF PAYMENT AMOUNT ----------------- ------------ CHECK 1396.00 TOTAL RECEIPT 1396.00 AMOUNT PD-TO-DT THIS REC ---------- ---------- ---------- 1310.00 0.00 1310.00 86.00 0.00 86.00 ---------- -- ---------- 1396.00 0.00 1396.00 NUMBER ------------------ 016879 NEW BAL 0.00 0.00 ---------- 0.00 SCAN i i L- a Regional Waste District Residential SANITARY`SEWER PERMIT 00684 INDIVIDUAL LOT I EXISTING BUILDINGS Permit Type Final Lot Number 229 Subdivision Village of West Clay Address Number 1757 Section Number ---- --- - - - - - 12002-B Street Milford St LiftStation 19 Village of West Clay Station City Carmel Treatment Plant ---- MIX ---------------- I --------- Zip Code -------- --- -- 46032 - --_ --------'-' Builder _ Estridge-Group _ County-_ - Hamilton Phone Number ---- ----------------------------- Local Sewer Charge Parcel Acreage -------------------------------- EDU in Gallons 310 Invoice Number --------------------------------- Plan Review and Inspection Application Fee $100.00 -------------------------- EDU Fee 51,650:00 ----------------------------------- 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 six months after connection has been made or when water is connected; whichever comes first. The building has: USMHVWC-407G VWC-403ADSMH Grease Trap No Slab. Foundation No Lid Elevation. 890.69 ft 889.68 ft Grit Interceptor --- No ------ Crawl Space No First Floor Elevation 892.40 ft ---------- - 892.40 ft --------- Grinder Station No Basement Yes Basement Elevation 882.406 882.40 ft - -- -- - --------- ---------- Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor x,71 2.72 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 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. CTRW? By signing below, I attest that 1 am familiar with the District's specifications and agree to accept responsibility for all work done under this permit. Builder I Owner Signature .--. a Phone Number LG> 73»D Printed Name Our l Approved Permit Date 111212007 Candy J. Feltner, Director ofAdminls or service Revised 7126107 Permit is valid for ONE-YEAR from the date issued. Permit valid only with CTRWD seal in red ink. SCANNED 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 stone 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 testis'tequired to show if acceptable:forre-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.Districtcan make an inspection to determine compliance with the Districts 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 fonscheduled 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 (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.departmentof 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 Districtand 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 feetof 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:/Avww.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 VILLAGES ® WESTCLAY P.C. J, SL. 666 z LOT #229 - SECTION 12002-8 II CARMEL, INDIANA 1757 MILFORD.Ai EAQl-- S( PLOT PLAN PREPARED FOR ESTRIDGE LOT SIZE: 22,603 SO.FT. CONC. DRIVEWAY: 1.692± SOFT. PUBLIC WA": 330± SOFT. PRIVATE WALK: 239± SOFT. SEEDING: 8,846± S.F. SOD: 697± SO.YD. fl.? 140 3 NOTE - )rmE ENTRY w cWFaare x1TY. aTY Of cuuEt sTANOUOs - ME LOCATIMS, Wu SIONS. AND WOTH ALONG ME PROPOSED PU91-iC SOEWALK x-RE SCALED OR TAKEN FROM ENGINEERING CONSTRUCTION PLANS PREPAREC RY CIHERS M AS PROMED. - VERIFY SANITARY L AZTAL LOCAMM PRIOR TO CWSTRUCZ ? 5.5' ? STAKE ACNAIL SIA[E EIG BOX ' VERIFY THE - TIE SHALL BE ME RESPMSIBIUtt OF ME EUILDER/C0N'IR R ' CIXiNERS IC11 C NE B'AEIDNG WEN9W5, RUILBING LOCATIONS. T. LOCATION 9F CME? PEFTAENI FEANi ES AND ELEVATIONS PRIOR TO ME START OF CONS TRUOIW. THE FO AL CHECKED BY: INTENDED USE OF MIS PLCT PLAN IS FM SECURING BUILONG PEFMRS MLY AI SHALL NOT BE USED FOR ANY OT,-ER R!RPoSE. GATE; DRxN': TAL ' 10/18/07 SCME: t = 30 ISNI?YtNG n:Jt 1M9DEIlTYMA FT OJNit'L1ISG FBF' O7-188 _ 1 !Ue ??? I N-KEDwve (jr ZONED: F.F.E. HSE: 892.4' V° I({ 5 xos xTNTn A ?- Ivo11NdPVIJR 4DIn1IL14 ?? ZONING: SIDE F.F.E. GAR: 891.5' ' ? U( JJ rllnnE: UI;}1a0.1PO PEAR F.F.E. BS.M'T: 882.4 w .....:................:......a.,??.... Fweale>•-`valve LEGEND P5 - PERMANENT SEEDING - CUR? INLET PROTECTION O - DROP INLET PROTECTION -uA- - CONSTRUCTION LIMITS -sF- - SILT F_PLCE 000.0 - PROPOSED GRADE 000.0 - EXISTING GRADE SCAN N EL)