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Home My WebLink About07090151 Sewer/Water Permit/sCITY OF CARMEL / CLAY TOWNSHIP LeLVOI4( . WATER / SEWER PERMIT / RECEIPT \.Gp1ANR ? /PARCEL ID #: 1713120119014000 LOT & SUBDIVISION: 33A-13 LITTLE FARMS ADDRESS OF CONSTRUCTION: 1222 TURNER CT INDIANAPOLIS, IN 46280 PAYMENT RECEIVED FROM: Name: SENTRY HOMES, INC. CHECK #: 043062 EXCAVATOR INFORMATION: Name: SENIOUR CONSTRUCTION Ph. #: (317) 862-6889 Fax #: Email: Street Address: 6024 E ROCKLANE RD GREENWOOD, IN 46143 Bond Expiration: PERMIT TYPE: USEWRWATR , SEWER/WATER PERMIT Special Notes/Conditions: Permit #: 07090160 Date: 10/01/2007 LOT 33A-B LITTLE FARMS. TOWNHOME IN 2 TOWNHOME BLDG. WATER CONNECTION PERMIT. ADDRESS UPDATED PER BILL AKERS OF COMMUNICATIONS ON 9/28/07. ' NO NOTES' The building & Sewer Shall be pvc sewer pipe meeting ASTM specifications 3034 SDR 3' 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 Uniforrn 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 he 6" diameter. All installations shall be "open trench" inspected and approved by the Carmel Sewer Department before aria backfilline is done. Non- compliance may result in digging 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. Sever insnections 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 senarme street cut nennit shaft he obtained. APPLICANT NAME: JENNIFER DENNIS PAYMENT RECEIVED BY: FEES: $1,396.00 CITY OF CARMEL Item 1 of 1 PERMIT RECEIPT OPERATOR: slilla COPY # : 1 Sec:12 Twp:17 Rng:3 Sub:096 Blk: Lot:33A-B PARCEL ID ........: 1713120119014000 DATE ISSUED.......: 10/01/2007 RECEIPT #.........: 26397 REFERENCE ID 4 ...: 07090160 SITE ADDRESS .....: 1222 TURNER CT SUBDIVISION ......: LITTLE FARMS CITY .............: INDIANAPOLIS IMPACT AREA ....... OWNER .......... ..: SENTRY HOMES, INC. ADDRESS ........ ..: 801 ASHTON PARKE DR. CITY/STATE/ZIP . ..: GREENWOOD, IN 46143 RECEIVED FROM .. ..: SENTRY HOMES, INC. CONTRACTOR ..... ..: LIC # XSENCON COMPANY ........ ..: SENIOUR CONSTRUCTION ADDRESS ........ ..: 6024 E ROCKLANE RD CITY/STATE/ZIP . ..: GREENWOOD, IN 46143 TELEPHONE ...... ... (317) 862-6889 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC -------- NEW BAL ---------- ---------- ------------- ------ USFWATCONN FLAT RATE ---- 1.00 -------- -- 1310.00 0.00 1310.00 O.AO UNATERTAP FIAT 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 043062 TOTAL RECEIPT 1396. 00 4 Regional Waste District D ;4 00490 v v~ ,ANITAKY SEWER PERMIT INDIVIDUAL LOT/ EXISTING BUILDINGS Permit Type --------- Final ------- -- Subdivision Little Farms Section Number Lift Station 01 jCarmel Creek Station Treatment Plant ------ Carmel WWTP -------------- Builder -------------- ---- Sentry Homes Phone Number' Parcel Acreage ----------------------------- EDU in Gallons 310 Invoice Number Lot Number 3.3_A_-13 Address,Number Street Turner ® C-f- _ City ---------- Indianapolis ---- Zip Code - ------- 46280 County ---------- ------- ----_--- - Hamilton. C?u r Local Sewer Charge ------- ------------------- t ?/ Plan Review and Inspection Q? - Application Fee $100.00 EDU Fee Interceptor Fee ----------- ZZA1 ------------------- 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 Districts sanitary sewer system. The District will assume no liability for drains which are below the grade level of the nearest down stream'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: USMH CM-9A CM-9 DSMH Grease Trap -- - - - -- - No - Slab Foundation No: Lid Elevation 829.31 R 829.11 R -- - - ------------ ----------- Grit interceptor - -No Crawl Space Yes First Floor Elevation 832.20 it 832.20 ft ---------- ---------- Grinder Station No Basement No Basement Elevation - - - ---------- ---------- Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor 1;89 3.09 Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: EjectorPulfi30 r[I H 1A 4'The District reservesthe.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. 011%0 By signing below„ I attest that I am fani liar with the DistnI s/pay?fications and agree to accept responsibility for all work done under this permit; Builder / Owner Signature ?? ?!/yo cL-?CfG." Phone Number Printed Name Approve Permit. Date 911712007 Candy J.'Feltner, Director o/Admrnistratrar.6 Customer Service Revised 7/26107 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 undera 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 Districfs:seweruse 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): 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 orNumber 8 fractured face aggregate. Number 8 stone backfill,material is to beyplaced 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) a. 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.Districfs 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:t/www-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.isto 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 7/24107 PLOT PLAN LOT ##33 /A-B LITTLE FARMS ADDITION TO HOME PLACE TURNER I c_4 HAMILTON COUNTY, INDIANA ZONING Side= 7.5'(min) 15' (AU.) /Rear- 20' (AS SHOIH ON THE. REODRDED PLAT) FINISHED FLOOR ELEVATION HOUSE = 832.20 FINISHED FLOOR ELEVATION GARAGE =830.90 ELEVATIONS PROPOSED 00.0 NOTES: - 1edTY Wm SEXe' UmK LOGTION FM TD CU67RA M S WL Vmy RE MOO NS OF TIE DLILM AS SHA1N PROR TO CON67RUCRON. - awk ENW TO CXON TO LaaT. STD. PLAN 16-01 - SMW SAWAIV, APO W M LK LODUM ARE SM IA'Ql IIE ODN57RA RM RAW FOR TARE MBAR ADO" 70 HIAIEPVCE i 401 Camby Court Suite 'A° Greenwood, Indiana 46142 Offim - 317-884-3020 Fm - 317-884-3025 A.MAM-.Mi nim I,SZTRVEYING, Inc. PREPARED FOR SENTRY HOMES. INC. 801 Ashton -Parke Drive. Greenwood, Indiana 46143 of-p ennits Or Riau 9?B piue Z1370 g ag a T. 63.40' DBCHARGE LINE 56.44' sz87 10' D.E. _ CONC. STOOP STR. __- - TAT 33A-A t T 33A-B m ' c 0 dL 4,8M LE R.r.SA 20 . vmi 34.91 34.91 ? c m 01 M r N _ ao in `n C-4 PROPOSED . PROPOSED r o I `? r RESIDENCE RESID CE N 00 27.5. 1 DRrrE 14.92" 3' WUL so' Ex SAN. LATERAL g 3 L=23.56' ' TT 5' WALK _Tr;; Ceal.I-g PAM NOT TO BE ALT 24. 2007 ,,,?-EX. SAK LATERAL -/EX. SAN. SEWER 162' T C= _? 9.1 z9. i I. STR/OY SEX. STORM SEWER SIR./102 w- WATER LINE - DIMID 50IS PRINAIM EE16Ef1! T0. W er IN Sheet 1 of 1 IOW MoLrr gas. 'DON'T DIG BLIND'