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Home My WebLink About07110012 Sewer/Water Permit/sCITY OF CARMEL Item 1 of 1 PERMIT RECEIPT Sec: Twp: Rng: Sub_BE2 Blk: Lot:474 PARCEL TO ........: ZB62474 ?I DATE ISSUED.......: 11/02/2007 S? RECEIPT #.........: 26714 REFERENCE ID # ...: 07110010 SITE ADDRESS ...... 13009 DEERSTYNE GREEN ST SUBDIVISION ......: VILLAGE OF WESTCLAY CITY .............: CARMEL IMPACT AREA ...... OWNER FREDRICK.PRTNE ADDRESS ..........: VILLAGE OF WEST CLAY CITY/STATE/ZIP ...: CARMEL, IN 46032 RECEIVED FROM ....: WOODALL CONSTRUCTION CONTRACTOR .......: LIC # XUPGEXC COMPANY ..........: UPGRADE EXCAVATING ADDRESS ..........: 4960 E. 216TH ST. CITY/STATE/ZIP ...: N0DLESVILLE, IN 46060 TELEPHONE ........: FEE IO UNIT OLTANTITY AMOUNT PD-TO-DT --------- ---------- ---------- ---------- USFWATCONN FLAT PATE 1.00 1310.00 0.00 UWATERTAP FLAT RATE 1.00 26.00 0.00 --------- ---------- PERMIT 1396.00 0.00 TOTAL METHOD OF PAYMENT AMOJRT NUMBER ---- ------ ------------ ------------------ CHECK 1396.00 7680 TOTAL RECEIPT 1356.00 OPERATOR: twedding COPY ## : I THIS REC NEW BAL --- - 1310.00 ----0.00 86.00 0..00 ---------- ---------- 1396.00 0,00 AE . CITY OF CARMEL / CLAY TOWNSHIP Permit #: 07110010 WATER / SEWER PERMIT / RECEIPT Date: 11/02/2007 PARCEL ID #: ZB62474 LOT & SUBDIVISION: 474 VILLAGE OF WESTCLAY ADDRESS OF CONSTRUCTION: 13009 DEERSTYNE GREEN ST CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: WOODALL CONSTRUCTION CHECK M 7380 EXCAVATOR INFORMATION: Name: UPGRADE EXCAVATING Ph. #: Fax #: Email: Street Address: 4960 E. 216TH ST. NOBLESVILLE, IN 46060 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWER/WATERPERMIT Special Notes/Conditions: LOT 474 VILLAGE OF WEST CLAY. WATER. NO NOTES' The building & Sewer Shall be pvc sewer pipe meeting ASTNI specifications 3034 SDR 35 of latest revision: or vitrified clav 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 AST-,%,I 2321 for five 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. All installation hall be "open trench" inspected and approved by the Camtel Se wer Department before any backfilline is done. Non- compliance may result in digging up the sewer installation andior denial of future sewer permits ancPor 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 inspections should be requested at (317) s71-3645 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 plumber bond posted with the CITY ENGINEER'S OFFICE. If any strcev must he cut_ a ;enamte street cut nertnit ;hall be obtained. APPLICANT NAME: DALE WOODALL PAYMENT RECEIVED B FEES: I $1,396.00 Regional Waste District Residential SANITARY SEWER PERMIT 1-17y v&J 1 00682 INDIVIDUAL LOT! EXISTING BUILDINGS Permit Type Final Lot Number 474 ------- ----------------------------- ----------- --------- Subdivision __--___ Village of West Cla __-_-__--_-_9Y Address Number I 13009 Section Number -- -- 5001 - - -- - -- -- - - -- Street ---------------- Deerst ne Green St ----- - Lift Station ---- - - St 19 Villa Vill 9-e--of--West estCl YSt --ation- City Carmel Treatment Plant --- MIX ----------------------------- Zip Code ------------- 46032 --------------------- Builder. Woodall Construction County Hamilton Phone Number --- -- -- ---- 574-1944 Local Sewer Charge Parcel Acreage EDU in Gallons ----------------------------- 310 Invoice Number ----------------------- Plan Review and Inspection Application Fee $100.00 ------------------- ------- EDU Fee 51,650.00 Interceptor Fee Fees Due PLEASE NOTE: Installation of building sewer shall be perthe 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 french" 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. AlLnew 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-413 VWC-412 DSMH Grease Trap No Slab Foundation No Lid. Elevation 905.974 903.89 ft ---- ----- - ----- -- -------------- ---------- Grit Interceptor No Crawl Space No First FloorElevation 907.70 ft --- -907.70 --907.70 ft - --------- ---------- ---------- ---- - - Grinder Station No Basement Yes Basement Elevation 897.70 ft 897.70 ft Calculation is based on. both Manhole Lid Elevations and the elevation of the First Floor _ "---?,73j Ci g•g? Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump Only PL-"he District reserves the right to inspect all sump pump connections to ensure no illegal connections have been made. •?W?4anholes shall remain accessible.at all times. Buried manholes will be corrected by the.DeveloperlOwner. Conditional. Permit Terms: 'All conditions have been met. Connection to the sanitary sewer is now permitted. CrppV0 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 I Owner Signature ?? Phone Number Printed Name Approve - Permit Date 10/31/2007 ?Ca-an yJ.Feltner,-Drrecror or Administration e. Customer Service Revised 7!26!07 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 testis-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 airiest. 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 sewer, a septic tank "...shall be abandoned (pumped clean) and filled completely with earthen material or stone in a safe and sanitary Tanner." 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 PRIVATE GRINDER PUMPS ACCEPTABLE PIPE MATERIAL: HDPE DR11 with Compression Fittings, Mechanical or Electrofused Joints CLEAN OUTS TO BE LOCATED NO MORE THAN THREE FEET FROM THE FOUNDATION AND FOR GRAVITY LATERALS 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 of8:00a.m. to 4:30 p.m. Monday through Friday: All District standards can be located on our web.site. -Jat'http://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 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 10!09107 Awmamuff4wL ?jIUUP? Laud Survoyors 433 West Carmel Drive, Carmel, IN 46032 P 317.844.3333 F 317.844.3383 www_seagroupllc.com 00.0 PROPOSED GRADE PER PLAN - GROUND WATER FLOW sw ,H SANITARY SEWER LINE -sm rn- STORM SEWER LINE +R^ •'^ WATER LINE -------------- EASEMENT LINE - - - BUILDING SETBACK LINE THIS PLOT PLAN WAS PREPARED BASED ON INFORMATION TAKEN FROM RECORD PLATS, SUBDIVISION PLANS. RECORD DRAWINGS AND PLANS PROVIDED BY CLIENT. IT IS THE RESPDNSIBII-ITY OF THE CONTRACTOR TO VERIFY SITE CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE S E A GROUP LLC and BRENWICK OF ANY DISCREPANCIES. LOCATION OF UTILITY LATERALS ON PLOT PLAN ARE GENERAL LOCA'1'10N5 PER PLAN AND SHOULD BE VERFIED IN THE FIELD. NOTE. BUILDER IS TO GRADE SIDEYARD SWALE TO GRADES SHOWN ON THIS PLAN- IF BUILDER IS UNABLE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM PROPOSED STRUCTURE, ]HE ENGINEER SHALL BE CONTACIEU. BUILDER IS NOT TO DEVIATE FROM GRADES SHOWN ON THIS PLAN WITHOUT THE CONSENT OF 130TH THE ENGINEER AND DRENWICK. NOTE BUILDER 10 ENSURE POSITIVE FLOW AWAY FROM STRUCTURE. CLUUh LLt VAnuN1 ANV JVGGCS Itu VrvutK PAD GRADES DEPICTED ON DRIVEWAY AT SANITARY THIS PLOT PLAN IS OPEN SFWFR LATERAL TRrN; H, FOR REVIEW EY BRENWICK WATER LINE TRENCH AND. UEVELOPMENT. THE BUILDER ANY OT117R EXCAVATED - IS CAUTIONED THAT SAID AREAS. (IF SITUATION INFORMATION IS SUBJECT" OCCURS) TO CHANGE. LOCATION OF UTILITIES ON PLOT PLAN ARF GENERAL ' LOCATIONS PER PLAN AND SHOULD BE VERFIED IN THE FIELD, 31'. DENOTES LOCATION PER CONSTRUCTON PLAN DRAWINGS- CONFIRM BEFORE CONSTRUCTION OF 6" SANITARY LATERAL AND WATER SERVICE LINE NOTE: CONCRETE APRON TO MATCH EXISTING AI LFY EDGE. OF PAVEMENT ELEVATION ALL MUD IN SIREETS FROM TRUCKS LEAVING LOT TO BE CLEANED AT THE END OF EACH DAY. SILT FENCE TO BE USED WHERE: NEEDED TO KEEP MUD OFF OF $IREETS AND OUT OF STORM SEWERS, AREA OF WATER TAP TO BE UACKFILI.ED WITH GRANULAR MAIEHIAL 10 WITHIN 10' OF TOP OF CURB. AREA OF WATER TAP TO BE RESTORED TO ITS' ORIGINAL CONDITION PRIOR 70 CONSTRUCTION. ALL SERVICE LATERAL CROSSINGS AT CURB ARE STAMPED SS= SANITARY SEWER SO= 51JBSJRFACE DRAIN W= WATER I? o I 0 LLU O Wik -WR<- 5 { Q rnf O ry, ? I v VNWUM SETBACKS Min_ Side = 3 Feet (5 Feel MIn. nre side1 Min. Renr = 20 Feet Aan. = 8 Feet Property Description; Lot Number 474 in Village of Westclay, Section 5001, an Addition-in Hamilton County, Indiana, as per plat thereof recorded as. Instrument Number 200500019934 found in the Office of the Recorder of Hamilton County, Indiana. Prepared For: PLOT PLAN Woodall Construction - WESTCLAY) MAX. HEIGIIT: WESTCI.AY) MAX. HEIGHT: 35 ON LOTS 1Q0' AND 30 BUILD-UP LINE: 2 LARGER (TO EVE LINE) 30' STORIES MAX. COVERAGE: ON LESS iHAN'100' MAX, 5U% COVERAGE: 50% NOTE: PAD ELEVATION NOTE: I SHOWN IS PER PLANS AND 5UMP TO BE PLACED BY IS NOT THE AS-BUILT BUILDER AS NEEDED- ELF_VAT10N. FOR THE ELEVATION DIFFERENCE BETWEEN THE PRIMARY FINISHED FLOOR ELEVATION TO THE TOP OF BASEMENT WALL AND TO THE BASEMENT FINISHED FLOOR WAS PROVIDED BY THE RUILDER. --- II ------- `_` --- 12 ALLEY f- ! SqN_ r ESMT,! a IY PC9C! 4 I II I I r I?? v 3 IQO' J Csj ? 1 J Ci f 1 f i @ 4.7' i 60.00' 5a 00' y I ? '? 35.00 SAN. STR,(414) 3.D' TC-905.55 APPROX. PER PLAN 12' ALLEY ESMi. OF PVMT. -9_5.2_ wav ? 2z0D' PoRCH ? 26 67' 2633' 22.00' N PROPOSED FRIA & MSY I GARAGE - `-' RESIDENCE I EFE=906.4 FFE=907-7 4, 33' 22.00 BSMT w 12' ALLEY ESMT./ APRON 50.00' 905.85 = SAN. STR.(41 TC,9.0j ._1-9 [ f]GE PER PLAN = - 9n6.0 - ?? CONC. DRIVE I <D O Z MIN. 6" 0' SANITARY E CC) p LATERAL ?- I FFE=897.7± 26.67' I- = V rn n Y cL ? 22.G0' 946.4 PURCH 15.2 t yo4 9 -??. No. ?i LS20200083 STATE OF ?NDI ANPr''Q4t?? 9ae.n 2a.s' I -SA? II C 7 I CJ F Q I ? I ? LLI I Ia Phi ewe;' f I ? i T { I I i I O O 0 Co ml N LOT# 474