The URL can be used to link to this page

Home My WebLink About07080080 SewerCITY OF CARMEL / CLAY TOWNSHIP Permit #: 07080079 WATER / SEWER PERMIT / RECEIPT Date: 08123/2007 "-x01AN r. PARCEL ID #: Z1362472 LOT & SUBDIVISION: 472 VILLAGE OF WESTCLAY ADDRESS OF CONSTRUCTION: 12999 DEERSTYNE GREEN ST CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: KENT SHAFFER BUILDER CHECK #: 21696 EXCAVATOR INFORMATION: Name: ELITE EXCAVATING Ph. #: (317) 841-8951 Fax #: Email: Street Address: 12413 BROOKS CROSSING FISHERS, IN 46038 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWERIWATERPERMIT Special Notes/Conditions: LOT 472 VILLAGE OF WEST CLAY. WATER CONNECTION. NO NOTES' The building & Sewer Shall bepvc sewer pipe meeting ASTYI specifications 3034 SDR 35 of 13NS revision; of vitrified clay pipe, meeting ASTM specifications C-700 for extra strength clavpipe of latest revision unless other materials are hereby perntted in writing- The sewer shat] be. installed in accordance with ASTM 2321 for pve pipe and the Uniform Plumbing Code for the State of Indiana, .A II 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(x), and sections P3008 I and 2 of the International Residential Code. All building sewers shall be 6" diameter. All installations shall be "open trench" inspected and approved 1:v the Carmel Sewer Department before any backfillEn is done. Non- compliance may result in digging up the sewer installation and/or denial of future sewer permits and/or denial orwarer connections. No footing nr 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 Saturdav or Sunday or holidays unless arrangemenrs are made at least 24 hours in advance. .All plumbers or contractors installing sewer (or water) lines shall have a plumbers bard posted with the CITY ENGINEER -S OFFICE. If anv street must he rut a senarnte street cut nermit shall he obtained_ APPLICANT NAME: KENT SHAFFER PAYMENT RECEIVED BY: FEES: $1,396.00 CITY OF CALRM=L Item 1 of 1 PERMIT RECEIPT Sec: Twp: Rng: Sub:B62 21k: Lot:472 PARCEL ID ZB62472 DATE ISSUED.......: 08/23/2007 RECEIPT #.........: 26098 REFERENCE ID # ...: 07080079 OPERATOR: tweddng COPY # : 1 SITE ADDRESS .....: 12999 DEERSTYNE GREEN ST SUBDIVISION ......: VILLAGE OF WESTCLAY CITY .............: CARMEL IMPACT AREA ...... OWNER ............: KENT SHAFFER BUILDERS ADDRESS ..........: 2608 S. 875 E. CITY/STATE/ZIP ...: ZIONSVILLE, IN 46077 RECEIVED FROM ....: KEN: SHAFFER BUILDER CONTRACTOR .......: LIC # XELITEX COMPANY ..........: ELITE EXCAVATING ADDRESS ..........: 12413 BROOKS CROSSING CITY/STATE/ZIP ...: FISHERS, IN 46038 TELEPHONE ........: (317) 841-8951 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 _ 396.00 0.00 METHOD OF PAYMENT AMOUNT -- NUMBER ------------ -- -------- ---------- CHECK 1396.00 21696 TOTAL RECEIPT 1396.00 s a Regional Waste. District Residential 00194 SANITARY SEWER PERMIT INDIVIDUAL LOT/ EXISTING BUILDINGS Permit Type Final Subdivision Village of West Cla Section Number____ ___ _ 5001. Lift Station ------- 19'Vil1age cf West Clay Station -- --- - --------------------- Treatment Plant' ---- MIX ----------------------------- Builder ' Kent Shaffer Builders ??-- ?- _ ?- -- - ------- Phone Number Parcel Acreage EDU in Gallons 310 ------------------ ------------- Invoice Number Lot Number 472 Address Number 12999 Street -------------- Deerstyne Green St ----------------------- City --------------- Carmel ------------- -- . ------ Zip Code ------------- 46032 ---------------------- County Hamilton Local Sewer Charge HAVE ------------------------- 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 backflling with stone to twelve inches above te pipe. NO footing or foundation drains, or other sources of ground or stormwater, shall be permitted to enter the Districfs..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,.developeror 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-412 VWC-411YDSMH - Grease Trap No Slab Foundation No Lid Elevation 903.89 ft ---------- - - -- --------------- 903.99 R --------- Grit Interceptor No Crawl: Space. No First Floor Elevation 907.50 ft --------- ---------- ------- 90T:50 It --------- Grinder Station No Basement Yes Basement Elevation 887.50 ft -- ------ ------------- 887.50 It Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor -.--'161- Y- 3.51 Per Ordinance 9-13-99 and the elevationspiovided,.the su6structure.shall be. plumbed by: Ejector Pump or Gravity X5_The District reserves the right to inspect all sump pump connections to ensure no illegal connections have 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 perm 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 peril. Builder/Owner Signature ?t Lam,, Aesayl hone Number 7(,«f_G722 Printed Name 640 Approlifed Bye------- Permit Date .8/812007 ? - _r?'•F2itllCf.. er n astomer Service 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.waterdrains .shall be interconnected to the sewer lateral installed and connected to the Districts sanitary sewer. 3. The existing sewer line from the building to the.septic tank may only be used if it is located undera building addition,'patio, porch or paved driveway. Airtest,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 operationan_d 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 ofthe,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 CLEAN OUTS TO BE LOCATED.NO MORE THAN THREE.FEET FROM THE FOUNDATION AND 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 maybe 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:l/www.ctrwd:org/. Clay Township Regional Waste District 10701 College Avenue - Suite A Indianapolis, Indiana 46280 12. Septic effluent shall not be pumped outinto the sanitary sewer system. 11 The District shall inspect Al_[_ 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 7124/07 / (?N / dd.) / / L V P )f Westclay, Section 5001, an Addition in Hamilton County, : recorded as Instrument Number 200500019934 found in the amilton County, Indiana. Prepared For: PLAN Kent Shaffer Builders, Inc. Drown by. DJR Residence ao"a?oH. 12999 Deerstyne Green Street CONTRACTOR TO VERIFY SITE ^? IL oc ?.vir inw w. CONDITIONS PRIOR TO BUILDER IS NOT TO DEVIATE CONSTRUCTION AND NOTIFY FROM GRADES SHOWN ON THE S E A GROUP LLC and THIS PLAN WITHOUT THE BRENWICK OF ANY CONSENT OF BOTH THE DISCREPANCIES. ENGINEER AND BREN` ICK. LOCATION OF UTILITY NOTE: LATERALS ON PLOT PLAN BUILDER TO ENSURE POSITIVE ARE GENERAL LOCATIONS FLOW AWAY FROM PER PLAN AND SHOULD BE STRUCTURE. VERFIED IN THE FIELD. NOTE: ANY OIHLR LXCAVAILU AREAS. (IF SITUATION OCCURS) NOTE: (SECONDARY AREAS - WESTCLAY) MAX. HEIGHT: 35' ON LOTS 100' AND LARGER (TO EVE LINE) 30' ON LESS THAN 100' MAX. COVERAGE: 50%