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Home My WebLink About07100081 Sewer/Water Permit/sCITY OF CARMEL Item 1 of 1 PERMIT RECEIPT OPERATOR: plux COPY 4 : I Sec:28 Twp:18 Rnc:03 Sub:B62 31k:5003 Lot:37 PARCEL ID ........: 1709260044007000 DATE ISSUED.......: 10/19/2007 RECEIPT 4......... 26588 REFERENCE ID # ...: 07100080 SITE ADDRESS ... .. : 12916 TRADD ST SUBDIVISION .... .. : VILLAGE OF WESTCLAY CITY ........... .. : CARMEL IMPACT AREA .... .. . OWNER .......... .. : DIAMOND STAR HOMES ADDRESS ........ .. : 16405 SOUTHPARK DR. STE S CITY/STATE/ZIP . .. : WESTFIELD, IN 46074 RECEIVED FROM .. .. : DIAMOND STAR HOMES CONTRACTOR ..... .. . LIC # XWILEXC COMPANY ........ .. . WILLS AXCAVATING INC ADDRESS ........ .. : 6268 W STONER DR CITY/STATE/ZIP . .. : GREENFI=LD, IN 46140 TELEPHONE ...... .. : FEE 10 UNIT QUANTITY AMOUNT PD-TO-DT THIS REC ---------- NEW SAL ---------- ---------- USFWATCONN FLAT RATE 1. ---------- 00 1310.00 0.00 1310.00 0.00 UWATERTAP FLAT RATE 1. 00 86.00 0.00 --------- 86.00 ---------- 0.00 ---------- TOTAL PERM IT ---------- - 1396.00 0.00 1396.00 0.00 METHOD OF PAYMENT AMOUNT NUMBER ---------- - CHECK ------- ---------- 1346. -- 00 2032 TOTAL RECE IPT 13:6 00 k y Regional Waste District Residential SANITARY SEWER PERMIT 00619 INDIVIDUAL LOT'/. EXISTING BUILDINGS Permit Type Final Subdivision ------- Village of West Clay ---------------------------- Section Number ---- ------------------------ 5003 Lift Station ------- 19 Village of West Clay Station ----------------------------- Treatment Plant MIX Builder Diamond Star Homes Phone Number Parcel Acreage EDU in Gallons Invoice Number ----------- --------------- .310 --------------------------------- ----- ---- -------------------- Lot Number 37 Lot Address Number - -- ------ 12916 Street Tradd St ------------------- ----------------- City ---------------------------- --* Carmel Zip Code 46032 ----------------------------- ------- County Hamilton b Local Sewer Charge Plan Review and Inspection Application Fee :$100.00 --------------- EDU Fee $1,650.00 Interceptor Fee I Fees. Due - ----------------- - - ------------_-------------- 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. 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 bike; 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 VWC-412 VWC-411YDSMH Grease Trap No Slab Foundation No Lid Elevation 903.89 ft 903.99 ft Grit Interceptor No Crawl Space Yes First Floor Elevation 905.70 ft 905.70 ft ---------- ---------- ---------- Grinder Station No Basement No Basement Elevation --------- ---------- - ----- -- ---------- Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor 1.t3T 1.71 Per Ordinance 9-13-99 and the elevations provided, the substructure shall be. plumbed by: Not Applicable District reserves the right to inspect all sump pump connections to ensure no illegal connections have been made. Manholes shall remain accessible at all limes. Buried manholes will, be corrected by the, Developer/Owner. Conditional Permit Terms: All conditions have been met. Connection to the sanitary sewer is now By signing below, I attest thatI am familiar w"a District's specifications and agree to accept responsibility for all work done under this permit. Builder/ Owner Signature Phone Number 31 7 5 v? Printed Name Approved B / Permit Date 10110/2007; Director ofAtlministrafion BCusraner 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 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 lo'determihe: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 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 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 B 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 threefeet of building foundation walls. 1-1. 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 -athttpa/www.ctrw&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 flours prior to time of 14. Contractors shall lay_14:gauge-solid wire the entire length of the lateral. Wire is to be placed ori.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 10109107 Aj"Grouci . _? n ci ? u rv?yQ P-s 33 West Carmel Drive, Carmel, IN 46032 317.844.3333 F 317.844.3383 www_seagroupllc.com 00.0 PROPOSED GRADE PER PLAN GROUND WATER FLOW -+_--- SANITARY SEWER LINE -?-•w- STORM SEWER LINE -?-? WATER DNE ___________________ EASEMENT LINE - BUILDING SETBACK UNE i La Q xZzII, x O. r U Cr NOTE: (PRIMARY AREAS - WFSTCLAY) MAX. HEIGHT: 30' BUILD-UP LINE: 2 STORIES MAX. COVERAGE: 50% NOTE: PAD ELEVATION SHOWN IS PER PLANS AND IS NOT THE AS-BUILT ELEVATION. NOTE: THE INFORMATION 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 BUILDER. LOCATION OF UTILITIES ON PLOT PLAN ARE GENERAL LOCATIONS PER PLAN AND SHOULD BE VERFIEO IN THE FIELD. GRVq .RDBACKFILL SUQU' UNDER DRIW AT SANITARY SEA? TERAL TRENCH. WAT,61R E TRENCH AND R EXCAVATED _ A.E09-'(IF SITUATION Q?I?5 THIS PLOT PLAN WAS PREPARED BASED ON INFORMATION TAKEN FF RECORD PLATS, SUBDIN PLANS, RECORD DRAW11 AND PLANS PROVIDED CLIENT. IT IS THE RESPONSIBILITY OF THE CONTRACTDR TO VERIF' CONDITIONS PRIOR TO CONSTRUCTION AND NO THE S E A GROUP LLC BRENWICK OF ANY DISCREPANCIES. LOCATION OF UTILITY LATERALS ON PLOT PL, ARE GENERAL LOCAT01 PER PLAN AND SHOULE VERIFIED IN THE FIELD. NOTE: BUILDER TO ENSURE P( FLOW AWAY FROM STRUCTURE. NOTE: SUMP TO BE PLACED E BUILDER AS NEEDED. NOTE: BUILDER IS TO GRADE SIOEYARO SWAL GRADES SHOWN ON TH1 PLAN. IF BUILDER IS UNABLE TO ACHIEVE POSITIVE DRAINAGE AW FROM PROPOSED STRUCTURE, THE ENCIN SHALL BE CONTACTED. BUILDER IS NOT TO DE' FROM GRADES SHOWN THIS PLAN WITHOUT TH CONSENT OF BOTH THE ENGINEER AND BRENWI( NDTE: THE FINISHED FLOOR ELEVATIONS ANE PAD GRADES DEPICTED THIS PLOT PLAN IS OPI FOR REVIEW BY BRENW DEVELOPMENT. THE BUI IS CAUTIONED THAT SA INFORMATION IS SU&IEI TO CHANGE. NOTE: (SECONDARY - WESTCLAY) MAX. H 35' ON LOTS 100' AN, LARGER (TO EVE LINE ON LESS THAN 100' h COVERAGE: 50% C) s -z U Z O O wz 4 z ^h O C) 3 EC f ? Q ' s h. P`aG (n S .? a LL ?? J goo OAo S W n LLJ \ La\, GARAGE d U; p U rFE=9D5.9 Q?P ! ?p rya. SO. ??<"A'?? O . ?Sl T \ 'tTi? .. O On I? DENOTES LOCATION PER CONSTRUCTION PLAN DRAWINGS. CONFIRM BEFORE CONSTRUCTION OF 6" SANITARY LATERAL AND WATER SERVICE LINE, -NOTE: CONCRETE APRON TO MATCH EXISTING ALLEY EDGE OF PAVEMENT ELEVATION ALL MUD IN STREETS 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 51REETS AND OUT OF STORM SEWERS. AREA OF WATER TAP TO BE BACKFILLEC WITH GRANULAR MATERIAL TO WITHIN 10" OF TOP OF CURB. AREA OF WATER TAP TO BE RESTORED TO ITS' ORIGINAL CONDITION PRIOR TO CONSTRUCTION. ALL SERVICE LATERAL CROSSINGS AT CURB ARE STAMPED SS= SANITARY SEWER SD= SUBSURFACE DRAIN W= WATER MINMUM SETBACKS Min Side = 0 Feet / one side must be Min 5 Feet Min. Recr = N/A Aaa. = 20% lat width at B.L. (6.5 Feet) t LOT# 37 4,760 S.F. BSM ?00, FF 5:7± 1 ey-awl PROPOSED \ FIRM & MSY \ 0 RESIDENCE O FFE=905.7 ? A ,OQ 3.0' \ y11 ' i operty Description A Number 37 in Village of Westclay, Section 5003, Block D, Lots 31-42 an Addition in qLrrlilton County, Indiana, as per plat thereof recorded as Instrument Number )04000771`]0 found in the Office of the Recorder of Hanvlton County, Indiana. Prepared For: PLOT PLAN Diamond Star Homes ?`4h ` 3W D_ Scale: 1"-20' Date: Aug. 22, 2007 Drown Cy. DJR Revised: AuC.29, 2007 12916 Trodd Street OL' No. - * i LS20200083 STATE OF