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Home My WebLink About07100089 Sewer/Water Permit/sCITY OF CARMEL Item 2 ut I PERMIT RECEIPT O°EBATOR: plux COPY # : ! Sec:22 Twp:18 Rng:03 Sub:WWC Blk: Lot:69 PARCEL ID ........: ZWWC069 DATE ISSUED.......: 10/15/2007 RECEIPT #.........: 26543 REFERENCE TD # 07100055 SITE ADDRESS .....: 13750 COLDWATER DR SUBDIVISION ......: WOODS AT WILLIAMS CREEK, THE CITY .............: CARMEL IMPACT AREA ......: OWNER ............ A & J BUILDERS, INC. ADDRESS .......... : 417 FOX LANE CITY/STATE/ZIP ... : CARMEL, IN X6032 RECEIVED FROM .... : A & J BUILDERS, INC. CONTRACTOR ....... : LIC # XHICKEXC COMPANY .......... : HICKORY EXCAVATING ADDRESS .......... : 308 S. CLARK CITY/STATE/ZIP ... : COLFP.X, IN 46035 TELEPHONE ........ : FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC ---------- NEW DAL ---- ---------- USFWATCOtiZT ------------- -------- 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 ------- ------------ 1396.00 16872 TOTAL RECE IPT 1396.00 C CITY Of CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT -lnuinxa PARCEL ID #: ZWWC069 LOT & SUBDIVISION: 69 WOODS AT WILLIAMS CREEK, THE ADDRESS OF CONSTRUCTION: 13750 COLDWATER DR CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: A & J BUILDERS, INC. CHECK #: 16872 EXCAVATOR INFORMATION: Name: HICKORY EXCAVATING Ph. #: Fax #: Email: Street Address: 308 S. CLARK COLFAX, IN 46035 Bond Expiration: PERMIT TYPE: USEWRWATR , SEWER/WATER PERMIT Permit #: 07100088 Date: 10/1512007 Notesm,onalnons: LOT 69 WOOOS AT WILLIAMS CREEK, WATER PERMIT ' NO NOTES The building K Sewer Shall be pvc sewer pipe meeting AST-M specifications 3034 SDR 35 of latest revision: or vitrified clay pipe, mcc?tinlg ASTM specifications C-700 for extra strength clay pipe of latest revision unless other materials arc hereby permitted in writing. 1'he sewer shall be installed in accordance with ASTh1 2321 for pvc 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 vanes shall be installed in accordance with City Code Section 9-121-(a), and sections P3008.1 and .2 of the International Residential Code. All building sewers shall be 6" diameter. All installations shall be "open trench" inspected and annroved by the Carmel Sewer Department before anv backtillin r is done. Non- compliance may result in digging up the sewer installation andior denial of future sewer permits andior denial of }eater connections. No footing or foundation dmins or other sources of around water or storm water shall be permitted to enter the public sewer. Sewer inspections should be requested at (317) 571-2648 one to four hours in advance. No inspections or installations will be made on Saturday or Sunday or holidays unless arrangements arc made at beast 24 hours in advance. All plumbers or contractors installing sewer (or wa(er) lines shall have a plumbers bond posted with the CITY FNGINEER'S OFFICE. If any street must he cut. a senarate street cut nermit shall he obtained. APPLICANT NAME: JERRY HUSTON (PAYMENT RECEIVED BY:P? Y:! ? FEES: S1,396.00 } I` tl a Regional Waste District Residential SANITARY SEWER PERMIT 00622 INDIVIDUAL LOT! EXISTING BUILDINGS Permit Type -------- Final --------------------------- Subdivision ------ Woods at Williams Creek ---------------------------- Section Number Lift Station --------- ------ 04-S-pringmill Ridge Station Treatment Plant ---- MIX ------------------------- -- Builder JerHuston Custom Homes Lot Number 69 Address Number _____ ____ ___ 13750 Street ---------------------- Coldwater Dr --------------- City C armel --------------- - --- Zip Code 46032 County Hamilton ------------------ Phone Number tb i' `/Q --5 ---- - ------ Parcel Acreage EDU in Gallons 310 Invoice Number Local Sewer Charge Plan Review and Inspection Application Fee $100.00 --------------------------- EDU Fee $1,650.00. ----------------------------- -------Interceptor Fee 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 storniwater, shall be permitted to enter the Districts 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 Districts 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 WWC-103 WWC-102 DSMH. Grease Trap ------ No Slab Foundation ------ - No Lid Elevation 878.69 ft -- -------- - - 877.02'ft ---=------ . Grit Interceptor No Crawl Space ---- No First Floor Elevation 886.30 It --- ---- ------ 886.30;ft ---------- Grinder Station No Basement Yes Basement Elevation 876.30 ft 876:30 ft Calculation is based on both Manhole Lid Elevations and.the elevation of the Hist Floor 7..::61]1 g•y'g Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed.by: Ejector. Pump Only District reserves the right to inspect all sump pump connections to ensure no illegal connections have been rn de. tholes 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 crRIV By signing below, I attest that I am familiar with the Dis i s spec bons and agree to accept responsibility for all work done/ under this perm d. Builder /Owner `Signature Phone Number 3/7-y39-SG-3'9 'Printed Name v, - L Approved "' _--? ---?` Permit Date 10/11/2007 C?ndy?:?Feli?r, Duecror olAtlmmistra!ron 8 Cus e Revised 7126/07 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 undera 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 orElectrofused 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 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 through Friday: All District standards can be located on our web site at http:ltwww:ctrwd:orgl.- Clay Township Regional Waste District 10701 College Avenue - SuiteA-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,ofthe 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 10/09/07 Group rid Surveyors lest Carmel Drive, Carmel, IN 46032 7.844.3333 F 317.844.3383 /vww.seagroupllc.com 00.0 PROPOSED GRADE PER PLAN GROUND WATER FLOW SANITARY SEWER LINE um- STORM SEWER LINE n •^+- WATER LINE ------------ EASEMENT LINE BUILDING SETBACK UNE 'LOT PLAN WAS >RED BASED ON MATION TAKEN FROM iD PLATS, SUBDIVISION i, RECORD DRAWINGS PLANS PROVIDED BY T. IT IS THE )NSISILITY OF THE ZACTOR TO VERIFY SITE TIONS PRIOR TO fRUCTiON AND NOTIFY E A GROUP LLC OF )ISCREPANCIES. WATER LATERAL NOT SHOWN ON CONSTRUCTION PLANS. WATER LATERAL DEPICKED ON PLOT PLAN 15 SHOWN ONLY TO SHOW CONNECTION LOT# 69 AND SHOULD BE VERIFIED IN 18,000 S.F THE FIELD. NOTE: BUILDER TO ENSURE POSITIVE FLOW AWAY FROM STRUCTURE. JM FINISHED GRADE NOTE: 4D STUCTURE TO BE NO SUMP TO BE PLACED BY 2 THAN 879.7 FLOOD 'CTION GRADE. F.P.G. BUILDER AS NEEDED. ;ONSTRUCTION PLANS 1RED BY WEIHE ERs, INC. MINIMUM SETBACKS SIDE YARD = 10 Feet MIN ARY AND SSD LATERAL . MIN. REAR YARD = 2D Feet "IONS ON PLOT PLAN 3ENERAL PER PLAN AND _D BE VERFIED IN THE 11 ` 875.0 ?/ MIN. FLCbD / / I O GRADE - 876.03 ON BB GPER SUBOINSIO.4 `I11 II 11 \ DEVELOPMENT _ \1 PLAN PREPARED I1I I1I , BY BEIHE 1I 1 1 in. ENGINEERS. INC. o \ II I1 1\ 'G 1 ` S\ `1 1 11111 111 75' I1 m \\ 1 N 1 1 1 1 j 11I 1 , \ K 11 s 1` \I 11 NF b I 1 '\ `1 1 11 /? 1I 11 \I 6.0 LAKE 1\ `1 87 \ ` I 1 I: ELEV. 887AB3 11 `11 BLOCK •c' 1 1 , ).U.AO.P.E. 1\ 1 `I I 39.8 1 878. 1 1 I 11 1I 1`1 `1 11\ 1 STORM STR. 1111 ` 11`1 1.9V.- 871.41 III ` I 875.0 PER REC. OWL. \ 1 GARAGE FFE=881.9 /ice i P PROPOSED FRM & MSY RESIDENCE FFE=8B6.3 BSMT FFE-876.3 \sro u s& 881.4 11 E ty Description: mber 69 in Replat of The Woods at Williams Creek, Secondary Plat, an Addition iiton County, Indiana, as per plat thereof recorded as Instrument Number )081175 found in the Office of the Recorder of Hamilton County, Indiana. PLOT PLAN 1"=30 Oct. 11, 2007 Drawn by. DJR 1\ s 111 `I 1\ 8767 11r?I ` \ CCC `\ S . .0' ' ?V \\\, 110' 1 11 \\\ `t ` 1 CONC. \ G ORI`JE _?1 ` \ lP \Ti'-A 1? ?Al '1 `` `1m \1 N SI 1.4 1 ` 1G y \ 1 IN ; ?\1 0 `m +I I 31V, 1 10\ \9" ` / YA ` I1` i \11 / `\ 1 11 6 1MN?.t. ` i '? \ /? 1I\\ 1 1 \` IN 54\_ ? ? Vm ` V \ \1 IN 0. LS20200083 STATE OF Prepared For: Jerry Huston Custom Homes Residence 13150 Coldwater Drive _- °f* IT SAN. STR. TC=877.02 PER REC. DWG. \ 1 1` $S ,p^ u re p+' N 10 @P 1