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Home My WebLink About07090144 Sewer/Water Permit/sCITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT PARCEL ID #: 1713120119007000 LOT & SUBDIVISION: 32A-A LITTLE FARMS ADDRESS OF CONSTRUCTION: 1226 TURNER CT INDIANAPOLIS, IN 46280 PAYMENT RECEIVED FROM: Name: SENTRY HOMES, INC. CHECK #: 043120 EXCAVATOR INFORMATION: Name: SENIOUR CONSTRUCTION Ph. #: (317) 662-6689 Fax M Email: Street Address: 6024 E ROCKLANE RD GREENWOOD, IN 46143 Bond Expiration: PERMIT TYPE: USEWRWATR SEWERfWATER PERMIT Special Notes/Conditions: Permit #: 07090155 Date: 10!0112007 LOT 32A-A LITTLE FARMS. TOWNHOME IN 2 TOWNHOME BLDG. WATER CONNECTION PERMIT. ADDRESS UPDATED PER BILL AKERS OF COMMUNICATIONS ON 9128107. NO NOTES' Inc building & Sewer Shall be pvc sewer pipe meeting ASTM specifications 3034 SDR 35 of latest revision; or vitrified clay pipe, mcctine,i ASTM specifications C-700 for emm strength clay pipe of latest revision unless other materials are hereby permitted in smiting. The se-.aer shall be installed in accordance with AS1NT 2321 for pvc pipe and the Uniform plumbing* Code far the Stare of Indiana. All installations hall be in strict compliance with pertinent City of Carnet ordinances_ Back Water check valves shad be installed in accordance with City Code Seciinn 9-122(a), and sections P3008.1 and .2 of the International Residential Code. All building scw,ers shall be 6" diameter. All installations shall be `oven trench" inspected and approved by the Carmcl Sewer Department before an, backfi Iline is done. Non- compliance may result in digging up the sewer installation and4tr denial of future sewer perils ancUor denial of Water connections. No f rodq or foundation drains or other sources of ground water or storm water shall be permitted to enter the public sewer. Sewer insoccttons should be requested at (31 7) 571-2648 one to four hours in advance. No inspecrions or installations will be made an Saturday or Sunday or holidays unless arrangements are made at ]cast 24 hours in advance. Ail plumbers or contractors in sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEEWS OFFICE. If any street must he cut_ a scnarate street C1 IT nermit shall he ohtained_ APPLICANT NAME: JENNIFER DENNIS PAYMENT RECEIVED BY: FEES: $1,396.00 CITY OF CARMEL Item I of I PERMIT RECEIPT OFERATOB: S COPY # : 1 Sec:12 Two:17 Rng:3 Sub:096 Elk: Lot:32A-A PARCEL ID ........: 1713120119007000 DATE ISSUED.......: 10/01/2007 RECEIPT #.........: 26382 REFERENCE ID # ...: 07090155 SITE ADDRESS ...... 1226 TURNER CT SU3DIVISION ......: LITTLE FARMS CITY .............: INDIANAPOLIS IMPACT AREA ...... OWNER ............: SENTRY HOMES, INC. ADDRESS ..........: 801 ASHTON PARK DR CITY/STATE/ZIP ...: GREENWOOD, IN 46143 RECEIVED FROM CONTRACTOR ... COMPANY ...... ADDRESS . CITY/STATE/ZTP TELEPHONE .... F7'-- ID UNIT ---------- ------------- USFWATCONN FLAT RATE UWATERTAP FLAT RATE TOTAL PERMIT METHOD OF PAYMENT ----------------- CHECK TOTAL RECEIPT : SENTRY HOMES, INC. LTC # YSEuCON SENIOUR CONSTRUCTION 6024 E R0CKLA-NE RD GREENWOOD, IN 46143 (317) 862-5889 PD-TO-DT THIS REC NEW BAL ---------- 0.0D 1310.00 0.00 ().OD 86.00 0.00 ------- ---------- ---------- 0.00 1396.00 9 00 QUANTITY AMOUNT -- ---------- - 1.00 1310.00 1.00 86.00 1396.00 AMOUNT ------------ 1396.00 1396.00 n LlMEE: ------------------ 043120 "0? 1$egi®nal Vllaste ®istrict SANITARY SEWER PERMIT 00573 1NDIVIDUAL_LOTI EXISTING BUILDINGS Permit Type Final Subdivision ---------- Little Farms ----------------------- Section Number --- Lift Station ----------------- 01 Carmel:Creek Station Treatment Plant------- --------------Carmel WWTP Builder Sentry Homes Phone Number --------------------------- - V Parcel°Acreage , Parcel? Acreage EDU in;Gallons 310 --------------- ----------------_ Invoice Number Lot Number 32 A-A Address Number 1226, Street ' r#- Turnery fer _ City ------- ------------- _ -.--Indianapolis Cl Zip Code ------ --- -- _ 46280 0? County ------------------- -------- Hamiltont" Local SewerChar9e _Q Plan Review and Inspecti on Application Fee ------------ $100.00 ------ EDU Fee $1,650.00 Interceptor Fee ----- -------------- 7 0-- Fees Due ------ -°- t ---- - ----------- .. 51 50. o PLEASE NO TE'lnstallatiori of building sewer shall be per the specifications of the Clay Township Regional Waste District (see reverse),and-anycoriditions rioted 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 storrnwater, 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. y Inspections by the District are MANDATORY and shall be arranged by contacting. the District's office at 844-9200, 24 hours inadvance_.AII 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 CM-9A CM-9 DSMH' Grease Trap t No Slab Foundation- No Lid Elevation ° 829.31 ft 829.11 it Grit Interceptor No Crawl Space Yes First Floor Elevation 'i 832.20 it 1832.20 h `, -- - - Grinder Station No Basement No Basement Elevation '+"• "{ - - --- - - - - -- - - - - - -- - - - - Calculation is based on,both Manhole Lid Elevations and the elevation orthe First Floor =- 2.891 3.09 Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: J?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'todhe sanitary sewer is now permitted. C/?`!? At! 0 i ?- 'LVU 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 permit. Builder/ Owner Signature hone Number Printed Name Approved Permit Date 9/1712007 Cali dy7-Feltr?rec o? o n..8.?ustomer 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 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 ofall 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, uponconnection 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):,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 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'instaltation. 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 http:llwww.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 thepistrict 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 724107 yrS sN? P c PLOT PLAN LOT 3Q 2A-A? LITTLE FARMS ADDITION TO HOME PLACE -IM# TURNER DRIVE HAMII,TON COUNTY, INDIANA ZONING Side= 7.5(min) 15' (Agg.) / Rear= 20' (AS SHOW ON THE RECORDED PLAT) FINISHED FLOOR ELEVATION HOUSE = 83220 FINISHED FLOOR ELEVATION GARAGE =830.90_ ELEVATIONS PROPOSED 00.0 NOTES: - mm sAMEw SEWER UUEW lOO" FM 10 aX8lRIiC1FON. - BU1Df7{/OOtE1RA M SWL VERFT of l>AIETMM OF DE 6 llM AS 910MF1 PROR TO C016111LUM - ME MM TO O)fDRF TO LD.OT. Sm " 18-01 - 90M SMAR/. " MATER LEE LGT%i17M AFE BASED UPON of C96TR1C0t7f1 RMIS FOR LTME FARMS ADMM TO flO619 ME i FE'OINTE 401 Camby Cowl Suite "A" Greenwood. bT4itm 46142 Office-317-994-3020 Fax - 317-994-30225 F.NA R - imnM1A"imrn.rveltinAmn ,STURVEYWG, Inc. PREPARED FOR SENTRY HOMES, INC. 801 Ashton Parke Drive Greenwood, Indiana 461"43`- ?l ° ? ? PROPOSED PROPOSED a1 (V M1 t N RESIDENCE RESIDENCE 0 0. 0 ? 0.5 23.00 v?? EX SAN. LATERAL 3' " " ? CONC. DRMlE - 15 D.U.&S.E. ?6 D 16.0' 19A 55.12' 12' LINE 57.01' ,.D CONC. STOOP 10 D E 11 A IAT T2A B 4 RF 90' R.IS.B. J m f/1 r, 1 ^ N 00 a Ex SAW. LATERAL ..s. 1 x C. ?z f LST!CM9 57.011 75 5' WALK DC STORM EX xwiY Yner sirs. -DON'T DIO BLIND" st-ffq 1-800-382-5544 CALL TOLL FREE 1-800-428-520D MR CAL," OuIMDE OF MWA TNS DRAW 6 BASE UPON CUWDM DRAT AND tmcaro MAIM WTAIIFB BY NMlWWTE 9A MM. NO ACTUAL FM 9AWr OR NFCRIEATMIN WAS OBTOM NORMKIE SW*"YNG W DR5 NOT WARRANT ?E ACCURACY Or SIMBICY OF TN6 NFORYARM. ALL CONTRACTORS 9ALL vF11PY At OMM ODOMMOI6 PAOR TO ANY CONSTPoICTICK ANY " ALL MOAC65 MALL SE MWJGHT TO THE KAMTE ATM1101 OF 0MYRIP NTE MNIYEVNC. W- FANND TO DD SO RmLm N TE CUIRIAmm AsiAPDON OF ALL E1ABUTY. Ex. SAN. SEWER SEWEj N SIRWATER UNE TURNER-AWW _ Coif (OROM NOT TO BE SCALED - DMENSIONS PREVABIF) °anaR -R V IM EN a, DE Sheet I of 1 x"r a? I -P?J