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Home My WebLink About07100083 Sewer/Water Permit/sCITY OF CARMEL f2o Item 1 of 1 PERMIT RECEIPT OPERATOR: vdolan COPY # 1 Sec:8 Twp:17 Rng:3 Sub:WG2 Blk: Lot:16 PARCEL ID ........: ZWG216 DATE ISSUED.......: 10/11/2007 RECEIPT #• ...: 26513 REFERENCE ID # •••: 07100072 SITE ADDRESS .....: 10534 IRON HORSE L•N SUBDIVISION ......: WINDSOR GROVE II CITY .............: CARMEL IMPACT AREA ...... OWNER ............: JOHN J SCHNEIDER & CO ADDRESS ..........: 12505 WEST ROADE LN CITY/STATE/ZIP ...: ZIONSVILLE ROAD, IN 46077 RECEIVED FROM ....: JOIN SCHNEIDER & CO CONTRACTOR .......: LIC # XGRAYCAS COMPANY ..........: GRAYLING CASTOR ADDRESS ..........: P.O. BOX 55 CITY/STATE/ZIP ...: WESTFIELD, IN 46074 TELEPHONE ........: (317) 867-2600 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW SAL ---------- ------------- ---------- ---------- ---------- ---------- ---------- USFWATCONN FLAT RATE 1.00 1396.00 0.00 1396.00 0.00 ---------- ---------- ---------- ---------- TOTAL PERMIT 1396.00 0.00 1396.00 0.00 METHOD OF PAYMENT AMOUNT NUMBER ----------------- ------------ ------------------ CHECK 1396.00 005732 TOTAL RECEIPT 1396.00 s - :- Regional Waste District Residential SANITARY SEINER PERMIT 00618 INDIVIDUAL LOT I EXISTING'BUILDINGS Permit Type. Final -------------------- -------------- Subdivision Windsor Grove II ------------------------- ---------- Section Number 2 ----------------- --------------- Lift Station 09 Towne Road Station ----------------- ----- Treatment Plant CTRWD WWTP -------------------- Builder John J Schneider Phone Number Parcel Acreage ----------------------- --------- EDU in Gallons 310 ------------- - -- - --- - ----- - ------- - Invoice Number Lot Number 15. Address Number -------- 10534 --------------- ----- Street Iron Horse Ln City ------------------ Carmel -------------- Zip Code ------------- 46032 ------------------- County. - Hamilton Local Sewer Charge ------------------------ Plan Review and Inspection Application Fee $100.00 -- ----- ----------------- EDU Fee $1,650.00 Interceptor Fee ------------------- ---------- 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 thepipe. 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 WG-103 WG-102 DSMH Grease.Trap No Slab Foundation No Lid Elevation 886.83 ft 883.75 It Grit Interceptor No. Crawl Space - No. First Floor Elevation 887_40_it -- 887:40 It ---------- Grinder Station No Basement Yes Basement Elevation 877.40 ft 877.40 it Calculation is based on both Manhole Lid Elevations and the elevation of the First. Floor -0.57 v 3.65 Per Ordinance 9-1399 and the elevations provided, the substructure shall be plumbed by: Ejector Pump The District reserves the.right to inspect all, sump pump connections to ensure no illegal connections have been made. Manholes shall remain Conditional Permit Terms: at all times. Buried manholes will be corrected by bb(I?C--iO z "o p-,t ? All conditions have been met Connection to the sanitary sewer is now permitted. JAI n CT1^1t1 F f a : ? D ? By signing below, I attest (hat I am famdi with the District's specifications and agree to accept responsibility for all work done under this permit. Builder I Owner Signature < Phone Number 3 1 7- 13 1-5 -{, ZZ? Printed Na App ved By Permit.Date 1011012007 Candy.].:Feltner, OirectorofAdminisrratmnSCustmer Service Revised7126MT 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 perlateral 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. Theproperty owner shall bear the cost of all testing. The District'inspector must be onsite f& the duration of the air test. 4. The owner or contractor shall notify the District'priorto 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 inpection 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, filledr 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 SRD21. 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 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 may be obtained from the District's office during business hours of 8:00a.in, to 4:30`p.m. Monday through Friday: All Distric6standards can be located on our web site at 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 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 Revisetl 10/09107 CONSULTING ENGINEERS LAN0 S UR YEY 0RS 7955 EDsl 106th Sf reel • Fi=shers, IN 46038 (317) 849-5935 - 1-800-728-69 17 • FAX: (317) 849-5942 p c ro 10534 IRON HORSE LANE \ LAKE p2 K'.P. ELEV.= 873.04 \ )L,00 YEAR ELEV.=.878.07 I C. A. - ? L VAR. D.U.S.&. M. A. E. 150.82' NI ° UP ?I GR TO GRACE m E 77.0 ra P 779 _ n . P 80.9 A T 0 (i 1 P 'oe 15' O.E. IN 0 WOOD DECK / ABOVE m E 80.9 P 80.9 I L.JJ AO.?/ 48 /? 'N P . F. p 257 - 24.00 a E.EELEV, 887.40 5p' l.+ BSMT_- 877.40 ? ^_ (SLAB) (RH) ry. m GAR. ^ 884.53 ?6 CO 0 p ° D .O 7 17 ?00" r P 859 PORCH' 1 E 85.9 4'SW E 85.4 E 53.5 IP E5.9 E85.4 P85.4 P 53.9 - t 45' BL 3a D-U.&S.SE. o V c N MH x?cioz ? I'D g?3:1h? 1 I Ybd.Lb Off ?\ - IR4 N ,E``?/ I n LOT 16 WINDSOR GROVE II INST. #200600068094 P.C. #4, SLIDE #184 ZONING: S1 10' MINIMUM SIDE YARD 30' MINIMUM AGGREGATE 20' MINIMUM REAR YARD 130't JW 10 WGRV11.16 CONTROL 157535 SCHN 1 = 4U LOT AREA: 27,199 Sq. Ft. LEGEND: E 99.99 EMSTING GRADE (BEFORE CONST.) ? 9999 PROPOSED GRADE (AFTER CONST.) SUB-SURFACE DRAW SANITARY SEWER -STORM SEWER y/ WATER MAIN W 3/4" WATER CONNECTION e < SCALE SF SILT FE`:CE ® SEWER MANHOLE STORM IAA.:COLE ® CURB INLET ® END SECTION FIRE HYDRANT D.&U.E. DRAINAGE & UTILITY EASEMENT L.E. LANDSCAPING EASEMENT &L.E. SIGN LANDSCAPE EASEMENT T TYPICAL SWALE DETAIL i NOT i0 v SCALE 0 ,3 BENCHMARK le- TOP OF CURB - 883.26 "eau w N I u,,,,, (ISCXy , G1STEgF .p P O`. = No. 80040348; STATE OF NOTE: TBIS DRAWING IS NOT INTENDED TO BE RE?RESENTED AS A RETRACEMENT OR ORIOINAL BOUNDARY SURVEY. A ROUTE SJRVEY OR A SURVEYCR LOCATION REPORT. 09/27/07 CAH ALL UNDERGRCUND SEWERS AND UTILITIES "HOLEY MOLEY SEZ" 5HOVI4 ARE PLOTTED BY SCALE FROM "DON'T DIG BLIND DESIGN PLANS FURNISHED BY ENGINEER CALL TWO WORKING DAYS BEFORE YCU DIG. THE ACTUAL FIELD LOCATION MAY 'JARY. y IT'S THE LAW 1-300-352-5544 T_