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Home My WebLink About07080142 SewerCITY OF CARMEL 1 of 1 PERMIT RECEIPT OPERATOR: plux COPY 4 : 2 r Sec:19 T'wp:18 Rng:3 Sub:OBF Blk:l Lot:81 PARCEL ID ........: ZOBF81 DATE ISSUED.......: 08/16/2007 RECEIPT 4•.•......: 26021 REFERENCE ID 4 ...: 07080141 SITE ADDRESS .....: 14267 OVERBROOK DR SUBDIVISION ......: OVERBROOK FARMS CITY ......: WESTFIELD IMPACT AREA ....... OWNER ............ : A & J BUILDERS, INC ADDRESS .......... : 417 FOX LANE CITY/STATE'/ZIP ... : CARMEL, IN 46032 RECEIVED FROM .... : A & J BUILDERS, INC CONTRACTOR ....... : LIC 4 XHICKEXC COMPANY .......... : HICKORY EXCAVATING ADDRESS .......... : 308 S. CLARK CITY/S'TA'TE/ZIP ... : COLFAX, IN 46035 TELEPHONE ........ : ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW BAL ----- ----- ------------- -------- CCONN FLAT RATE 1. -- ---------- ---------- 00 1310.00 0.00 ---------- 1310.00 ----- 0.00 ZTAP FLAT RATE 1. 00 86.00 0.00 86.00 - - --- 0.00 ---------- PERMIT ---------- ---------- 1396.00 0.00 --- - - 396.00 0.00 > OF PAYMENT AMOUNT NUMBER ----------- ------------ ------------------ 1396.00 16778 RECEIPT 1396.00 3k . CITY OF CARMEL / CLAY TOWNSHIP Permit #: 07080141 4 WATER / SEWER PERMIT / RECEIPT Date: 08/16/2007 :EL ID #: ZOBF81 i SUBDIVISION: 81 OVERBROOK FARMS ZESS OF CONSTRUCTION: 14267 OVERBROOK DR WESTFIELD, IN 46074 VENT RECEIVED FROM: t: A 8 J BUILDERS. INC CHECK #: 16778 tVATOR INFORMATION: t: HICKORY EXCAVATING Fax #: Email: t Address: 308 S. CLARK COLFAX, IN 46035 Expiration: t11TTYPE: USEWRWATR , SEWER/WATERPERMIT ial Notes/Conditions: wilding & Sewer Shall be live sewer pipe meeting ASTNI specifications 3034 SDR 35 of latest revision; or vitrified clay pipe, meeting t4 specifications C-700 for extra strength clay pipe of latest revision unless other materials are hereby permitted in writin& fhe sewer be installed m accordance with ASTM 2321 for pvc pipe and the Uniform Plumbing Code for the State of Indiana. All installations shall be ct compliance with pertinent City of Carmel ordinances. Back Water check valves shall be installed in accordance with City Code Section (a), and sections P3008.1 mid .2 of the International Residential Code. All building sewers shall be 6" diameter. -tallations hall be "open trench" inspected and approved by the Carmel Sewer Department before anv baek511ina is done. Non- iance may result in digging up the sewer installation and./or denial of future sewer permits andtor denial of water connections. ping or foundation drains or other sources ol'ground water or storm water shall be permitted to enter the public sewer. inspections should be requested at (317) 571-2648 one to four hours in advance. pcctions or installations will be made on Saturday or Sunday or holidays unless arrangements are made at least 24 hours in advance. All :rs or contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE If any street a cut_ a senarate street cut nem it shall he nhtained. :ANT NAME: JERRY HUSTON INT RECEIVED BY: ' CIy m 00 Regional !Waste District Residential r SANITARY SEWER PERMIT V217 INDIVIDUAL.LOTI EXISTING, BUILDINGS 3ermit Type Final subdivision ---------- Overbrock Farms ------------ --------------- section Number Lift Station ---------- 14 Austin Oaks Station ------------ - --------- - ireatment Plant ------- CTRWD WIVTP -------------------------- luilder Jerry Huston I ?hone Number arcel Acreage DU in Gallons 31-0- ------------------- --------------- Number Lot Number 81 Address Number 14267 Street ----------------- Overbrook Dr ------------ City - - -- -- We-eI stfield - - Zip Code --------------- 46074. -------------------- County 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 - -- ------------------ - ------------ -- ---- ----------------11 LEASE NOTE: Installation of building sewer shall be per_the specifications of the Clay Township Regional Waste strict (see reverse) and any conditions noted below. Alf installations shall be inspected by District personnel during, pen trench" phase and before backfilling with stone-to twelve inches above the pipe. NO footing or foundation tins, or other sources of ground or stormwater, shall be permitted to enter the District's'sanitary sewer system. The strict will assume no liability for drains which are below the grade level of the nearest downstream manhole nor for erals which aye extended beneath driveways or sidewalks. The permit holder (property owner, developer or builder) be responsible for damages to the District's sewer system. This includes damages to manholes, castings, inhole lids'and.the like; caused by construction activity on the building site which'is the subject of this permit. pections by the District are MANDATORY and shall, be arranged by contacting the District's office4at844-9200 hours in advance. All, new construction will be placed on billing six months after connection has been made or en water is connected, whichever comes first. D building has: _ USMH OF-934' OF=933 DSMH '6ase Trap No Slab Foundation __,No. Lid Elevation 902_87 ft - 900_63 ft t Interceptor -_-- - -No Crawl Space ---- -- No First Floor, Elevation 907.20 it 907.20 ft rider Station No Basement Yes Basement Elevation 897.20 ft ---------- - 897.20 ft -------- Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor 4.33 __,6.57 9-13-99 and the'elevations provided, the substructure shall be plumbed by: Ejector Pump or Gravity District reserves the right to inspect all sump pump, connections to ensure no illegal connections have been made. 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 permitted. r:? D F ?1 fining below, 1_2ttest that I am familiar with let / Owner. agree to accept responsibility for all work done under this permit. Phone Number P "I -i-1t <] Printed Name Approved, Permit Date 611612007 7126107 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 conhect to the District's sanitary sewer system within 90 days of notice providir sewer is within 300 feet for Hamilton County or 100 feet for Boone County of the property line. Only one building r 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 1 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 mak inspection to determine compliance with the District's sewer use ordinance. Such notification shall be made 24 he prior to the need for the inspection. Ifthe,inspection fails and a second inspection is required, or contractor is not site for scheduled inspection, or fails:to cancel inspection, an additional fee of $100.00 will be due. This must be.p 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 private sewage disposal (septic) systems. The.County Ordinance provides in part that, upon connection toa pub] sewer, a septic tank "...shall be abandoned (pumped clean) and filled completely with earthen material or stone it safe and sanitary manner." Please contact the appropriate County Board of Health for further information and to i 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 CLEAN OUTS TO BE LOCATED NO MORE THAN THREE FEET FROM THE FOUNDATION AND NO MORE THAN 100 FEET APART. 7. Bedding Use Number r8 crushed stone or Number 8 fractured face.aggregate. Number 8 stone backfill mates be placed from 6 inches below to 12 inches above the pipe. The trench should be a minimum of 18 inches wide 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 n SDR 21 and ASTM D2241. Any proposed installation requiring pressure pipe shall be reviewed and accepted I 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 gli shaltbe installed outside three feet of building foundation walls. 11. Additional information on District standards and specifications may be obtained from.the'District's office di business hours of 8:00a.m. to 4:30-'p.m. Monday'through Friday:.AII District standards can be.located on our N 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'sewersystem. 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 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. Revi LAAGroup ind Surveyors lest Carmel Drive, Carmel, IN 46032 7.844.3333 F 317.844.3383 www.seagrouplic.com 00.0 PROPOSED GRADE PER PLAN M.F. MINIMUM FINISHED GRADE GROUND WATER FLOW Mtl SANITARY SEWER LINE snm- STORM SEWER LINE m+•TM- WATER LINE ------------ EASEMENT UNE - - 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 RESPONSIBILITY OF THE CONTRACTOR TO VERIFY SITE CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE S E A GROUP LLC OF ANY DISCREPANCIES. LOCATION OF UTILITY LATERALS ON PLOT PLAN ARE GENERAL LOCATIONS PER PLAN AND SHOULD EE VERFIED IN THE FIELD. NOTE: BUILDER TO ENSURE POSITIVE FLOW AWAY FROM STRUCTURE. NOTE: SUMP TO BE PLACED BY BUILDER AS NEEDED. MINIMUM SETBACKS MIN. SIDE YARD = 6 Feet MIN REAR YARD = 20 Feet C.A.1 O.W.E. POND # 2 NORMAL POOL-690.00 100 YR FLOOD ELEV.-694.19 APPRO% EDGE OF WATEt, t _.__ 100.00' 15D.k .E. 1 CO P An0 N'r C3 DECK ABOVE I ?ROPOSEO GARAGE FRM & MSY g FEE=902.5 I RE9DENCE FFE=907.2 ' 2.J3 6.1 19.50• L BSMT FFE-897.2 NN - -23 8 N o GARAGE ' o FFE=902.5 CONC 15.83• °. OR", N `y PORCH 0 - • ° 8 67.4 16.00 - oRC- ?4 0'B.S.L. 10' MIN. _11.0 _ _ ____- ____ ---- __ ? . 41.Y -16.0 I SAN. LAT. 20TO.&U.E. loo. oo LOT# 81 18,000.00 S.F. t `i?F 1+I FHA' i--?•I?'? - - - - - - - ?A?P,GN SS CURB OVERBROOK DRIVE -- asa.a--- ---e9=.vj-j0-'R/-W 900.1 ------ URB ?qw WALK 5A4 -ry?5µ -yN ?yH vx-vn--w' sin- SAN. STR.(534)- SAN. STR.(933) l? TC=9028] TC=900.6.. PER REC. DWG. PER REC. G. A? iy Description: Imber 81 in Overbrook Farms, Section One an Addition in Hamifton County, L, as per plat thereof recorded as Instrument Number 200600061278 found in lice of the Recorder of Hamilton County, Indiana PLOT PLAN ,. 1 "=30' May 10, 2007 Drown by: DJR Revised: Prepared For: wg? Jerry Huston Custom Homes Residence 14267 Overbrock Drive L?GRA....... %STE No. LS20200083 STATE OF