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Home My WebLink About07090150 Sewer/Water Permit/sCITY OF CARMEL / CLAY TOWNSHIP a WATER / SEWER PERMIT / RECEIPT s V?HL]AXR,.PARCEL ID M 1713120119013000 LOT & SUBDIVISION: 33A-A LITTLE FARMS ADDRESS OF CONSTRUCTION: 1218 TURNER CT INDIANAPOLIS, IN 46280 PAYMENT RECEIVED FROM: Name: SENTRY HOMES. INC. CHECK IN: 043065 EXCAVATOR INFORMATION: Name: SENIOUR CONSTRUCTION Ph. M (317) 862-6889 Fax #: Email: Street Address: 6024 E ROCKLANE RD GREENWOOD, IN 46143 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWERPNATER PERMIT Permit #: 07090159 Date: 10/01/2007 Notestuortanions: LOT 3?RA-A LITTLE FARMS. TOWNHOME IN 2 TOWNHOME BLDG. WATER CONNECTION PERMIT. ADDRESS UPDATED PER BILL AKERS OF COMMUNICATIONS ON 912807. NO NOTES The building & Sewer Shall he pec sewer pipe meeting ASTM specifications 3034 SDR 35 of latest recision- or vitrified clay pipe, meeting ASTM specifications C-700 for ex7a 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 he in strict compliance with pertinent City of Carmel ordinances. Back Water check calves shall be installed in accordance with City Code Section 9-122(a), and sections P300S.1 and .2 of the International Residential Code, All building sewers shall be 6° diameter. All installations shall be "open trench" inspected and approved be the Carmel Sewer Dcuanment before any backfilline is done. Non- _ compliance may result in digging up the sewer installation auction denial of fuwre sewer permits andior denial of water connections No footing or foundation drains or other sources ol'ground water or storm water shall be permitted to cater the public sower. j Sewer inspections should be requested at (3171 571-2646 one to four hours in advance. No inspections or installations wit I 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 pasted with the CIl-Y ENGINEER'S OFFICE. If any street must be cur_ a senarate srreet eat nertnii Rhall he obtainer!. APPLICANT NAME: JENNIFER DENNIS I ?Aa / PAYMENT RECEIVED BY FEES: $1,396.00 CITY OF CARMEL Item I of 1 PERMIT RECEIPT OPERATOR: slill COPY 1 Sec:12 Twp:17 Rng:3 Sub:096 Blk: Lot:33A-A PARCEL ID ........: 1713120119013000 DATE ISSUED....... 10/01/2007 RECEIPT 4....... ..: 26396 REFERENCE ID # .•-: 07090159 SITE ADDRESS ... ..: 1218 TURNER CT SUBDIVISION .... ..: LITTLE FARMS CITY ........... ..: INDIANAPOLIS IMPACT AREA .... .. OWNER .......... ..: SENTRY HOMES ADDRESS .. ... . ..: 801 ASHTON PARKE DR. CITY/STATE/ZIP . ..: GREENWOOD, IN 46143 RECEIVED FROM .. ..: SENTRY HOMES, INC. CONTRACTOR ..... ... LIC 4 XSENCON COMPANY ........ ..: SENTOUR CONSTRUCTION ADDRESS ._ ... . ..: 6024 E ROCKLARE RD CITY/STATE/ZTP . ..: GREENWOOD, IN 46143 TELEPHONE ...... ..: {317} 862-6889 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC ---- - NEW RAL ------'--- ---------- USFWATCONN ------------- ------ FLAT RATE ---- 1.00 ---------- ---------- 1310.00 0.00 ------ 1310.00 0.00 UWATERTA? FLAT RATE 1.00 B6.00 O.DD 86.00 0'..00 ' TOTAL PERM IT ---------- ---------- 1396'.00 0.00 ---------- - 1396.00 ------ --- 0400 METHOD OF PAYMENT AMOUNT NUMBER ---------- ---------- CHECK ------- ---------- 1395. -- 00 -------- 043065 TOTAL RECE IPT 1396 00 Regional Waste District Racirtanfi?i 00491 -P#4nl 1J4KT ,tY1IEK PERMIT INDIVIDUAL LOT/ 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 Parcel Acreage ---------------------------?- EDU in Gallons 310 Invoice Number Lot Number -- -------------- 33A-A -------- Address Number ---- ---- --!---- 1218 - -- Street Tumer city ------------------------- Indian ----- Code Zip 46280 C _ County --------------------- Hamilton -------- Local Sewer-Charge Plan Review and Inspection Application Fee $100.00 f .EDU 'Fee --------=-- ------$1,650.00 Interceptor Fee ------------------------------ --------------------------------- Fees Due 51, --750.00 ------------------------------ PLEASE NOTE: Installation of building sewer shall be per the specifications of the Clay Township Regional Waste D'i'strict (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: USMH CM-9A CM-9 DSMH Grease Trap No Slab Foundation No Lid Elevation 829:31 R 829.11 ft ----------- Grit Interceptor No Crawl Space Yes First Floor Elevation 832.20 ft 832.20 R Grinder Station No Basement No Basement Elevation ----- ------- Calculation is based on bothManhole Lid Elevations and the elevation of the First Floor 2.89 3.09 Per Ordinance 9-13-99 and the elevations provided, the substruclure,shall be plumbed by: -Ejector-Pump-CriT y /r.,g/- 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 C r By signing below, I attest that l am familiar with the District's specifications and agree to accept responsibility for all work done under this permit. Builder/ Owner Signature 2!?z u r?u -1? ,,,/-Phone Number Printed Name Approved 6y\ Permit Date 911712DO7 Can3y-r. retm . nnacror oladmmistralion8Customer Service Revised 7(26107 Permit is valid for ONE-YEAR from the dale 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 of 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 of ail 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, upon connection to a public sewef, 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 orSDR 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 Number8 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 may be obtained from the District's office during business hours of 8:00a.m. to 4:30 p.m. Monday though Friday: All District standards can be.located on our web site at http://www.6trwd.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 verity 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 7124107 PLOT PLAN LOT 33A- A LITTLE FARMS ADDITION TO HOME PLACE co - r 712180 TURNER HAMUZON COUNTY, INDIANA ZONING Side= ?N(min) 15' (Agg.) / Rear= 20' (AS SHO9N ON THE RECORDED PLO FINISHED FLOOR ELEVATION HOUSE = 83220 FINISHED FLOOR ELEVATION GARAGE =830.90 ELEVATIONS PROPOSED 00.0 NOTES: LOO M PRIOR TD C967RXM 9,8DMIC(MRUDR ML VERSY THE DMOGM OF M IIAM AS 9FDMN PRIOR TD CD`S17WI :H - UK MW TO OCNRXAF TD Law.. SM F1AN 16-01 - SMM SWARY. AND NM1ER LAE LODOXMB ARE 8M " TFE OOF6TROCIFOFI PUNS FOR UME FMi6 AOOfIION TO FDIf E /-EX. SAN LATERAL -- SEX. SAN. SEWER s 63.40' DISCHARGE LINE 56. 44' x. 10' D.E. _ CON C. STOOP I 5TR'/100 t`- - LOT 33A-A T 33A-B c ply LE 4,6 1 at 20' R.Y.S.B. I L6 34.91 34.91 o 6 M M ? „Y-, '^ ? SED N N ? N I r PROPOSED RESIDENCE PROPO RESIDENCE 00 3' EX SAN L=23.56'z t 511L/I?IYA LIZ. 3t • STR.1101 5• WAIX TURAWR w, I F- g N _- FIPOINTE 401 Camby Court Sidle "A" Greenwood, Indiana 46142 05im - 31748430120 Fax-317-884-3025 wNnit-ems STORM SEWER yt 9' I STP-0102 WATER UNE liner Now sax 'DON'T DIG BLIND' 1-800-382-5544 M CALL TOLL FREE II --4 1 213-5200 FORfNAE& MO 6 M WM CMSUW 1U/ DRA1MI65 NO MMM OBTAN D VY NOROP®IIE 9At*VK NO MM RIM I KQWADMI NAS MAMm NORDP 9AMMO. W. AAIMW THE AOMWJ= OF 9RF0.1El= OF 915 W MAO01t ACMM 91NL VERFT ILL OMMO C MUM PMOR TD ANY MIL ANY AIM ALL M OVACES 9MIL BE SUM M ME ipppNM NOT TO BE SC CALED - ATMO M CF NUMPWIIE RAMMG MC.. FAEMO TO DO SD DE O7RRACIU6 ASCNPIION OF ALL I1/aAl1Y. "- Chec AU M 2007 SFm PREV'A M y N Sheet 1 of 1 ,STUR VEYING, Inc. PREPARED FOR SENTRY HOMES, INC. 801 Ashton Parke Drive Greenwood, Indiana 46143 Gel/ p for p eroll/s p/ or Ric @ ;S`e s