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Home My WebLink About07090118 Sewer/Water Permit/sCITY OF CARMEL Item I of 1 PERMIT RECEIPT OPERATOR: plux COPY # : 1 Sec: Twp: Rng: Sub:B62 Elk: Lot:460 PARCEL ID ........: ZE62460 DATE ISSUED.......: 09/25/2007 RECEIPT #.........: 26345 REFERENCE ID # ...: 07090116 SITE ADDRESS ..... SUBDIVISION ...... CITY .............: IMPACT AREA ...... 2181 DUKE OF YORK ST VILLAGE OF WESTCLAY CARMEL OWNER ............: DE KLAIN BUILDERS ADDRESS ..........: 2159 GLEBE ST., ST E 200 CITY/STATE/ZIP ...: CARMEL, IN 46032 RECEIVED FROM ....: DD KLAIN BUILDERS CONTRACTOR .......: L•IC # XHICK.EXC COMPANY ..........: HICKORY EXCAVATING ADDRESS ..........: 308 S. CLARK CITY/STATE/ZIP ...: COLFAX, IN 46035 TELEPHONE ........: 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 PERM IT ---------- 1396.00 0.00 1396.00 0.00 METHOD OF PAYMENT AMOUNT NUMBER --------- - ---------- CHECK ------- ------------ 1310.00 -------- 016781 CHECK 66.00 017002 TOTAL RECE IPT 1396.00 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT ./X4I4HS/ / PARCEL ID M ZB62460 LOT & SUBDIVISION: 460 VILLAGE OF WESTCLAY ADDRESS OF CONSTRUCTION: 2181 DUKE OF YORK ST CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: DB KLAIN BUILDERS CHECK #: 017002 EXCAVATOR INFORMATION: Name: HICKORY EXCAVATING Ph. #: Fax #: Email: Street Address: 308 S. CLARK COLFAX, IN 46035 Bond Expiration: PERMIT TYPE: USEWRWATR C nnriol Alp}nclCnnri ifin nc• SEWER/WATER PERMIT Permit #: 07090116 Date: 09125/2007 LOT 460 THE VILLAGE OF WEST CLAY, WATER PERMIT ` NO NOTES The huildin2 8' Sewer Shall be pvc sewer pipe meeting ASTM specifications 3034 SDR 35 of latest revision; or vitrified clap pipe, meeting ASTM specifications C-700 for extra strength clay pipe of fates[ revision unless other materials are hereby permitted in writing. The sewer shall be installed in accordance with .ASTM 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 valves shall be installed in accordance whit City Code Section 9-122(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 approved by the Carmel Sewer Department before any backfillinn is done. Non- compliance may result in digging up the sewer installation andlor denial of future sewer permits andior denial of water connections. No footing or foundation drains or other sources of ground water or storm water shall be permitted to enter the public sewer. Sewer inspections should be requested at t31 7) 571-2648 one to four hours in advance. No inspections or installations will be made on Saturday or Sunday or holidays unless arrangements are made at least 24 hours in advance. All plumbers or contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. If any street must he col. a senarate street cut nermn shall he ohmined. APPLICANT NAME: ?J PAYMENT RECEIVED BY, / .LM FEES: $1,396.00 ... Regional !Waste District r`carucnuar SANITARY SEWER PERMIT 00499 INDIVIDUAL LOT I EXISTING BUILDINGS Permit Type Final Subdivision ------- -------------- Villa e_of West Clay Section Number ---- 5001 ------------ -------------`-- Lift'Station - -- 19 Village of West Clay Station ----------------------------- Treatment Plant ---- mix ----------------------------- Builder D'B Klain Phone Number Parcel Acreage --------------------------------- EDU in Gallons 310 Invoice Number Lot Number 460 Address Number 2181 ---------------- - ---------- Street Duke of York St ------------------------------------ City Carmel ------------------------------------ Zip Code -46032 County Hamilton ----------------------------- Local Sewer Charge -------- --------------- - Plan Review and.lnspection Application Fee S100 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 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 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 VWC-414 VWC-413 DSMH Grease Trap ------ No - Slab Foundation- No ------ Lid Elevation 905.22 ft 905.97 ft Grit Interceptor No Crawl. Space No First Floor Elevation 908.40 ,ft 906.40 it Grinder Station No Basement Yes Basement Elevation 894.40 ft 894.40 it --------- ------------- ---------- --------- Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor 3.18 2.43 Per Ordinance 9-13-99 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 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. t 2 By signing below, I attest that I am'familiar with the Builder! Owner Signature„f agree to accept responsibility for all work done under this pennit., Phone. Number 317- 646 ?/7ca Printed Name Approved By Permit Date 9114/2007 Revised 7126107 Permit is valid for ONE-YEAR from the date issued. Permit validonty 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 Districts.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 oonnection4o 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 CLEAN OUTS TO BE LOCATED NO MORE THAN THREE FEET FROM THE FOUNDATION AND 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:pipej 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 of8:00a.m. to 4:30 p.m. Monday through Friday: All District standards can be located-on our web site at http://wv w.ctrwd.6rg/. 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 7124/07 AAGroup 1" cJ SLJ I"'VBydrS est Carmel Drive, Carmel, IN 46032 7.844.3333 F 317.844.3383 vww.seagroupllc.com OQA PROPOSED GRADE PER PLAN GROUND WATER FLOW -%^ SANITARY SEWER UNE -m+- STORM SEWER UNE - WATER LINE --------- EASEMENT LINE - - BUILDING SETBACK LINE T PLAN WAS ) BASED ON ION TAKEN FROM 'LATS. SUBDIVISION ECORD DRAWINGS INS PROVIDED BY F iS THE BILITY OF THE TOR TO VERIFY SITE JS PRIOR TO DTION AND NOTIFY A GROUP LLD and OF ANY NCIES. LOCATION OF UTILITIES ON PLOT PLAN ARE GENERAL LOCATIONS PER PLAN AND SHOULD BE VERIFIEDIN THE FIELD. SUGGESTED UNDER DRIVEWAY AT SANITARY SEWER LATERAL TRENCH, WATER LINE TRENCH AND ANY OTHER EXCAVATED AREAS. (IF SITUATION OCCURS) CF UTILITY ON PLOT PLAN ORAL LOCAT10N5 ! AND SHOULD BE IN THE FIELD. NOTE: (SECONDARY AREAS _ WESTCLAY) MAX. HEIGHT: 35' ON LOTS 100' AND LARGER (YO EVE LINE) 30' ON LESS THAN 100' MAX. COVERAGE: 50%' TO ENSURE POSITIVE AY FROM PE. NOTE: (PRIMARY AREAS - WESTCLAY) MAX. HEIGHT: 30' BUILD-UP LINE: 2 ST COVERAGE RIES MAX O . : 50% BE PLACED BY AS NEEDED. NOTE: PAD ELEVATION N S PE AN I SHOW R PLANS D UILDER IS TO DEYARD SW'ALE TO 'HOWN ON THIS IS NOT THE AS-BUILT ELEVATION. BUILDER IS 0 ACHIEVE DRAINAGE AWAY )POSED T. THE ENGINEER CONTACTED. S NOT TO DEVIATE %DES SHOWN ON V WITHOUT THE OF BOTH-THE 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. AND BRENWICK. AREA OF WATER TAP TO BE THE FINISHED RESTORED TO ITS' ORIGINAL EVATIONS AND CONDITION PRIOR TO )E$ DEPICTED ON CONSTRUCTION. T PLAN 15 OPEN EW BY BRENWICK ALL SERVICE LATERAL IENT. THE BUILDER CROSSINGS AT CURB ARE INED THAT SAID STAMPED SS= SANITARY ION IS SUBJECT SEWER SD= SUBSURFACE 'E DRAIN W= WATER MCRETE APRON TO 05TING ALLEY BLOCK W TROWBRIDGE COMMONS COMMONS DUKE OF YORK STREET 40' R/W CURB -rrta wrs wm - - WALK i 905.4 SC.C Y I 10' DU&SE 11.0' 1315 0 12' BTL PORCH .9 rn 4.7' 2.w 2.0 Nrnp8 18.00' ? O ? 3 N PROPOSED a FIRM & MSY RESIDENCE FFE=908.4 3_7' 11.0' 72 2.67` EI °0267 FFE=898.4± ? "? w 16.67' w ? V - - a: ? r wCRAWL w o°o 19.00' O O O CD N GARAGE O FFE=906.8 12.7' 32-67' LOT# 460 COC 6,500 S.F. 1?&ANITARY 28.3" PAVEMENT - 17 AL EYL ------- - - - 1 --? ESMT APRON 1 IN STREETS FROM I'Y ? "- 50.00' EAVING LOT TO BE ? AN S PTT SAN AT THE END OF r. S RY STIR ' SANIT 9005.85 ? -SANITARY STR. °00500-85 ` A . E I D TC=&061fr E TO BE USED TC=965-35 j _ Z ? PROX. EDGE PER PLAN :EDED TO KEEP , PERTPLAN OF PVMT. OF STREETS AND TORM SEWERS. i WATER TAP TO BE '.D WITH GRANULAR TO 1WTHIN TO" OF URB. MINIMUM SETBACKS = 3 Feet (5 Feet Min, one slant = 20 Feet 2% of Lot Width (10 Feet) ty Description: mber 460 in Village of Westclay, Section 5001, an Addition in Hamilton County, as per plat thereof recorded as Instrument Number 200500019934 found inithe 4 the Recorder of Hamilton County, Indiana. PLOT PLAN 1`20' Sept. 6, 20077 Drawn by. DJR Revised: Prepared For: 7(L? -"YI7 D.B. K1Gin Builders, LLC 2181 Duke of York. Street No. LS20200083 '• STATE OF