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Home My WebLink About08010090 Sewer/Water Permit/sPermit Type Subdivision Section Number Final Lakes at Towne Road 1 Lift Station 23 126th Street Station Treatment Plant MIX Builder Paul Shoopman Home Building Group Phone Number 317-415-0459 Parcel Acreage EDU in Gallons Invoice Number 310 Lot Number 22 Address Number 2610 Address 2 Street Wineland Creek Dr City Westfield Zip Code 46074 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 W aste 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 foundatio n drains, or other sources of ground or stormwater, shall be permitted to enter the District's sanitary sewer syste m. 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 permi t. 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 two months after connection has been made or when water is connected, whichever comes first. The building has: USMH LTR-704 LTR-703 DSMH Grease Trap No Slab Foundation No Lid Elevation 911.37 ft 912.62 ft Grit Interceptor No Crawl Space No First Floor Elevation 915.00 ft 915.00 ft Grinder Station No Basement Yes Basement Elevation 905.50 ft 905.50 ft Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor 3.63 i 2.38 Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump Only The District reserves the right to inspect all sump pump connections to ensure no illegal connections have been made. ,4_ ` 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 CTRW'D U Q? 'ysy?pRFG; ONAL,n,P`'? By signing below, I attest that I am familiar with the District' specifications and agree to accept responsibility for all work done under this permit. Builder / Owner Signature t?& Phone Number Printed Name Z Cis Approved By Permit Date 1/1812008 Candy J. Feltner, Dirmfor of Administration & Customer Service Revised 112108 Permit is valid for ONE-YEAR from the date issued. Permit valid only with CTRWD seal in red ink. SCANNED Residential SANITARY SEWER PERMIT 00774 INDIVIDUAL LOT ! EXISTING BUILDINGS 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 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 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 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.m. to 4:30 p.m. Monday through Friday: All District standards 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. Revised 10/09/o7 0 Y- Y PLOT PLAN DRAWING NOT TO BE SCALED - DIMENSIONS PREVALENT PROPOSED FINISHED FLOOR ELEVATION HOUSE : 915.0 PROPOSED FINISHED FLOOR ELEVATION GARAGE : 913.3 PROPOSED FINISHED FLOOR ELEVATION BASEMENT : 905.5 000.0 - PRECONSTRUCTION GRADE 000.0 - PROPOSED GRADE - > DRNG. FLOW SOD: 570 ± Sq. Yds. Hydroseed Area: 5.969 ± Sq. Ft. HOUSE WALK : 65 ± Sq. Ft. DRIVE/APRON : 1.042 ± Sq. Ft. CITY WALK : 434 ± Sq. Ft. PATIO/STOOP : 123 ± Sq. Ft. W/ Steps SERVICE DOOR STOOP : 12 ± Sq. Yds VERIFY SANITARY LATERAL LOCATION PRIOR TO DRIVE CONSTRUCTION. C.A # 8 VAR. D.U & S S E. & ? M A E O z 91' Scale: 1" = 30' Job No. 08-0001 Date: 1-15-08 Drawn By : SAR M H_ #_70`?? V CAUTION: INSTALL SANITARY R WATER LATERALS PRIOR TO EXTERIOR CONCRETE CONSTRUCTION. NOTE: IT SHALL BE THE RESPONSUMM OF THE BUR.DERAWTRACrOR TO VERIFY TIM BLTLDLNG DWENS10NS. BLTILDM LOCATIONS. THE LOCATION OF OTHER PFRTINIM FEATURES, ELEVATIONS, AND ALL UNDER GROUND UTILITIES (HOLEY MOLEY I.804362-5544)PRIOR TO THE START OF CONS MUCITON. THE MENDED USE OF THIS PLOT PL IS FOR SECURING BU[LDM PERMITS ONLY AND SHALL NOT BE USED FOR ANY OTHER PURPOSE. O A 4+ 19 @s B ?Oz °UN ?S LOT # 22 Lakes (k Towne Road SIJ A W\ ONE. HAMILTON ('01-NTY. INDIANA 26:'0 NN 1\1 I %AU r RA l:h DRIVF Yoninr: 10 Min ! 210' Azg - ^-0 Rear Model : GARFIELD Elevation "A" 100% Full Front Brick Ledge (See Sales Brochure) Brick Per Plan 4' Depth Ex. Thru Nook No Fireplace Add Garage Service Door w/ 3'x 4' Stoop Front Porch With Footings Basement Option It 2 (w/ 9' Walls) 15'RD &UE O Lot 22 O 13.533 Sc Ft 100 18' 1 14' 1 Conc 1 v Pats N .i 912.9 25'1 ' o 6'4-1;2" Lot 21 911.7 0 g 913.1 ° - Pad Elev =9 t 2 90 21 1,-" =n Proposed 913.1 0 ? v Residence 9114 < O 913.1 O 911.3 74' .0 ? O 3 1 22 " C 91 . '0, P d 20.o O 9 rcpese X5'4" Drive Z VAR B L -+ $ 1 VAR D U &SSE D 1 Sanft ` y Sewer N cm) Flo As-8,4 =. COn -c4- J 1 Elec ? Location ? B asrc R;r? Ce1w were 1 5' dewa ?. 911 9 69 . 4. 102 cv Sump Pump ?30 Copyright 2007- Paul Shoopman Home Building Group, Inc., Indi 1' IN USA L? SCANNED ?, 1 1 ?C' anapo ts, - GRAPH C SCALE IN FEE- All Rights Reserved NOTE: THIS DRAVvTNG IS NOT INTENDED TO BE REPRESENTED AS A RE1R4CEMENT OR ORIGINAL. BOU14DARY SURVEY. A ROUTE SURVEY OR A SURVEYOR LOCATION REPORT. All homes have a brick ledge on the front of the home. However, note, although the brick ledge will be there, it does not represent that brick will be automatically installed. Cross hatch lines will show brick ledge. Again, note brick only goes where arrows show brick. The Green Sheet however will have arrows to show exactly where and if brick is to be installed. Plot plan dimensions however do show brick ledge dimensions. Pay close attention to where brick is to be installed. It's the responsibility of all contractors to note these items and install correctly. CITY OF CARMEL Item 1 of 1 PERMIT RECEIPT OPERATOR: pl ufl, COPY # 1 Sec:29 Twp:18 Rng:03 Sub:LTR Blk:l Lot:22 PARCEL ID ........: ZLTR22 DATE ISSUED.......: 01/22/2008 RECEIPT #.........: 27248 REFERENCE ID # ...: 08010088 SITE ADDRESS .....: 2610 WINELAND CREEK DR SUBDIVISION ......: LAKES AT TOWNE ROAD, THE CITY ............. : WESTFIELD IMPACT AREA ...... OWNER ........ ADDRESS .. CITY/STATE/ZIP RECEIVED FROM CONTRACTOR ... COMPANY ...... ADDRESS CITY/STATE/ZIP TELEPHONE .... PAUL SHOOPMAN HOMES 8227 NORTHWEST BLVD INDIANAPOLIS, IN 46278 PAUL SHOOPMAN, BUILD LIC # XATKEXC ATKINS EXCAVATING INC 9110 HUGGIN HOLLOW RD MARTINSVILLE, IN 46151 (812) 422-9467 FEE ID UNIT QUANTITY AMOUNT PD- TO-DT THIS REC NEW BAL --------- ---------- ----------- 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 PERMIT ------- 1396.00 0.00 1396.00 0.00 METHOD OF PAYMENT AMOUNT --- -- NUMBER --------------- --- ----------------- - CHECK --- --- 1396.00 2270 TOTAL RECEIPT : 1396.00 SCANNED CITY OF CARMEL / CLAY TOWNSHIP Permit #: 08010088 f WATER ! SEWER PERMIT J RECEIPT Date: 01/2212008 PARCEL ID #: ZLTR22 LOT & SUBDIVISION: 22 LAKES AT TOWNE ROAD, THE ADDRESS OF CONSTRUCTION. 2610 WINELAND CREEK DR WESTFIELD. IN 46077 PAYMENT RECEIVED FROM: Name: PAUL SHOOPMAN, BUILD CHECK #: 2270 EXCAVATOR INFORMATION: Name: ATKINS EXCAVATING INC Ph. #: (812) 422-9467 Fax #: Email: Street Address: 9110 HUGGIN HOLLOW RD MARTINSVILLE, IN 46151 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWERIWATER PERMIT Special Notes/Conditions: LOT 22 LAKES AT TOVIINE ROAD, WATER PERMIT NO NOTES * The building & Sewer Shall he pvc sewer pipe meeting ASTNI specifications 3034 SDR 35 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 shat be installed in accordance with ASTM 2321 for pvc pipe and the Uniform I'iumbing Code for the State of Indiana. All installations shall be in strict compliance with pertinent City of Carmet ordinances. Back Water check valves shall be installed in accordance with City Code Section 9-122(x). and sections P3008.1 and .2 of the International Residential Code All building sewers shall be 6" diameter. All installations shall be -open trench- insnected and approved by the Carmel Sewer Department before any backfiltiy is done. Non- compliance may result in digging up the sewer installation andior denial of future sewer permits and'or denial of water connections. No footing or Inundation drains or other sources of ground water or storm water shall be permitted to enter the public sewer Sewer inspections should he requested at (317) 571-2648 one to four hours in advance. No inspections or installations will be matte on Saturday or Sunday or holidays unless arrangements are made at least 24 hours in advance. All plumbers or contractors installing sever (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. If an., street must he cut- a sennrate ;Lreel cnt nermit shall he ohlained. APPLICANT NAME: RL GROCE PAYMENT RECEIVED BY: FEES: $1,396.00 SCANNED