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Home My WebLink About07100090 Sewer/Water Permit/sCITY OF CARMEL / CLAY TOWNSHIP `JR'e,zxp%Permit #: 07040009 WATER / SEWER PERMIT / RECEIPT Date: 04/0312007 PARCEL ID #: ZCBN232 LOT & SUBDIVISION: 232 CLAYBOURNE ADDRESS OF CONSTRUCTION: 13414 SALAMONE WY WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: RH OF INDIANA, LP CHECK #: 15544 EXCAVATOR INFORMATION: Name: A-1 SUPERIOR EXCAVATING Ph. M (317) 898-0767 Fax #: Email: Street Address: 3143 ROSEWAY DR INDIANAPOLIS, IN 46226 Bond Expiration: PERMITTYPE: USEWRWATR , SEWERIWATER PERMIT NoTesm-onamons: LOT 232 CLAYBOURNE. WATER. ' NO NOTES' The building £e Sewer Shall be pvc server 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 P3008.1 and 2 of the International Residential Code. All building sewers shall be 6' diameter. 111 installations shall be "open trench" inspected and anproved by the Carmel Se wer Department before any backtilling is done Non- compliance may result in diueing up the sewer installation and/or denial of future sewer permits and/or 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 inspection- should be requested at (317) 571-2648 one kt 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 scnirnic street cut nermit shall he ohminod. APPLICANT NAME: TONJA GROCE PAYMENT RECEIVED BY: FEES: $1.310.00 a Regional Waste District Y SF Residential SANITARY SEINER PERMIT 152752007 INDIVIDUAL LOT I EXISTING BUILDINGS Permit Type Final Lift Station 14 Austin Oaks Station Treatment Plant CTRWD WWTP Subdivision'Claybourne - -3 Builder Ryland Homes Lot Number 232 Address Number 13414 Street Salamone Way -City' Westfield Zip Code 46074 County Hamilton Parcel Acreage Interceptor Fee Employees EDU Fee $1;650.00 Square Footage Application:Fee $100.00 v Fees Due $1,750.00 Invoice Number 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. Thepermit 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 Up CBN2-81 CBN2-80 Down The building has a: Grease Trap No Slab Foundation No Lid Elevation 910.66 ft 510.75 ft Grit Interceptor No Crawl Space No First Floor Elevation 913.00 ft 913.00 ft Grinder Station No Basement Yes Basement Elevation 904.00 ft 904.00 It Calculation is based on both Manhole Lid Elevations and the elevation of the First. Floor f .2.34 2.25 Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Plumbed with Grinder Pump Installed The District reserves the right to inspect all sump pump connections to ensure no illegal connections have been made. Manholes shall remain accessible a[ all times. Buried manholes will be corrected by the Developer/Owner. Conditional. Permit Terms: Plans Submitted No Two sets ofplans showing at least one sanitary manhole and top of casting elevation No Connection No Certificate of Insurance No Inspection Notice No Fees Paid No Plan Review No Other Permits No No Occupancy No Fats, Oils 8 Grease No Manhole Core NO CONNECTION to the sewer unfit further notification. Certificate of Insurance must be on file with CTRWD'Iisted as certificate holder. 48 hours notice before work starts on manhole core drilling or cuts of active lines All District fees will be paid in full. Approval pending Districts review of plans. ?Np1ANA • ?y? Copies of approved permits from appropriate, county or city `hies <fVA P No occupancy until further. notification 5 Fats, Oils and Grease Facilities will abide by District stan 'aids CT1?Iq<?, t YL; By signing below. I attest that I am fa 'iiar with the. i ri s cifications and agree to accept responsibility for all work done under this permit. Builder/ Owner Signature _ Phone Number ?? <r ^ L{?C 1 Printed Name Approve Permit Date :412/2007 Candy J. Feltner, Director of Administration 8 Customer service Revised 2/28107 Permit is valid for ONE-YEAR from the date issued. Permit valid only with CTRWD seal in red ink. ,/'A SUMMARY OF LATERAL INSTALLATION REQUIREMENTS etc., shall connect to the Oistrict's'sanitary sewer system within 90 days of notice providing a All houses, buildings, of the property line. Only one building may ewer is within 300 feet for Hamilton County or 100 feet for Boone County er lateral unless otherwise approved by the Distract. :onnect to the sewer main p >_. No foundation or other storm water drains shalLbe interconnected to the sewer lateral installed and connected to the Districts sanitary sewer. to the septig tank may only be used if it is located under a building 3 use. TheProperty . The existing ' se wer iine from the,building table for re addition, patio, porch or paved driveway. Air testis required to show if acceptable shall s for the duration.of ihe.air test bear the'cost _af all=testing-The;Distr ct,inspector must be on The owner or conUaclorshall notify the Dplstri prior lateral shall District rmade 24 hoursn 4 lance will the : ection is required, or contractor is not on inspection to determine comp prior to the need for ih ect one or fails tohcancelenspeet onaan addit onal`fe???100:00 will be due. This must be paid site for scheduled insp inspection... ?;' ? prior to the time of the follow up ulates the operation and maintenance of Board of Heallh re9 Ordinance provides impart that ,upon connection to a public 5. Property owners are hereby advisedYhat the County ith private sewage disposal (septic) systems. The County um ed clean) and fill Board of Health for further information and to notify sewer, aseptic to ler - Please conta t e appropriate County safe and sanitary 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 DRIL'L): 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) COUPLING DUCTIL MECHANICAL FROM THE PER FITT CLEAN ECU O TO BE LO ATED NO MOREVTHAN THOREE FEETINGS CLEAN FOUNDATION AND NO MORE THAN 100 FEET APART aggregate. Number 8 stone backfill material is 10 ® 7. Bedding Use Number 8 crushed stone or Number 8 fractured face h s cm 6 inches below to 12 inches above the pipe. The trench should be a minimum of 18 inches wide (six be placed it 1 inches on both sides of the pipe) . B. Laterals shall be)nstalled no closer than 20 feet from water wells unless .PV Pressure grade pipe is used meeting ^ proposed installation requiring pressure pipe shall be reviewed and accepted by the 21 . ? SDR and ASTM. nne P prior to installation. District t and the District'icts se ng SDR 21 pipe; a ductile iron gasketed 9. Where a transition is made between'SOR 35 pipe and.pressure grade mechanical coupling. shall be used. glued pipe 10. Laterals shall terminate within 3 feet of thefoundation les wallss conditions in item #3 above are met. No g shall be installed outside three feet of building 1 1. Additional information on District standards and specifications may be obtained from the District's office during m. Monday through Friday: All District standards can be located on our web site business hours of B:OOa.m. to 4:30 p. at http`Ilwww.ctrwd.orgi. Clay Township Regional Waste District- 10701 College Avenue - Suite A Indianapolis, Indiana 4628 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 laced on top. - id the entir 14. Contractorsshall lay 14 gauge-sot iof the wiree Alengt fter inspection bral. eddvn1f9eis 1o be laced on top of the lateral. The Distriotinspector will verify placement 15. Call before you dig. IUPPS 1-800-382-5544, 4B hours prior.to digging. Revised 311107