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Home My WebLink About07100018 Sewer/Water Permit/sCITY" OF CARMEL Item 1 of 1 PERMIT RECEIPT Sec: Twp: Rng: Sub:162 Blk: Lot:34B PARCEL ID ........:'170°280003014000 DATE ISSUED.......: 10/30/2007 RECEIPT #......... : 26670 REFERENCE ID# ...: 07100015 SITE ADDRESS ..... SUBDIVISION ...... CITY .............: IMPACT AREA ...... 13097 FROGMORE ST VILLAGE OF WESTCLAY CARMEL OPERATOR: Flux copy # : 1 , OWNER .......... .. : LEE CUSTOM HOMES OF HAMIL- CO ADDRESS ........ .. : 16128 HADDAM LANE CITY/STATE/ZIP . .. : NOBLESVILLE, IN 46062 RECEIVED FROM .. .. : LEE CUSTOM BIOMES CONTRAC_OR ..... .. . LTC # XRISEXC COMPANv ------- . .. : RISHEL EXCAVATING ADDRESS . .. 5746 W MCCORD RE CITY/STATE/ZID . .. . MCCORDSVILLE, IN 40'0 5 TELEPHONE ...... .. : (317) 335-3319 FEE ID UNIT QUANTI TY AMOUNT PD-TO-DT THIS REC --- - NEW DAL -- ---------- ------------- ------ USFWATCONN FLAT RATE -- 1. -- ---------- -- 00 1310.00 0.00 1310.00 : 0.00 UWATERTAP FLAT RITE 1. 00 86.00 0.00 86.00 --------- - 0.00 --------- TOTAL PERMIT ; ---------- -- 1306.00 0.00 1356.00 0.00 METHOD OP PAYMENT AMOUNT NUMBER ----------------- --- CHECK 1396. 00 31102 ---------- TOTAL RECEIPT -!396. -- 00 CITY OF C ARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT PARCEL ID #: 1709280003014000 LOT & SUBDIVISION: 348 VILLAGE OF WESTCLAY ADDRESS OF CONSTRUCTION: 13097 FROGMORE ST CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: LEE CUSTOM HOMES CHECK #: 31102 EXCAVATOR INFORMATION: Name: RISHEL EXCAVATING Ph. #: (317) 335-3319 Fax #: Email`. Street Address: 5746 W MCCORD RD MCCORDSVILLE, IN 46055 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEVVERNVATER PERMIT NoteslConditions: LOT 348 VILLAGE OF WESTCLAY, WATER PERMIT "NO NOTES' Permit #: 07100015 Date: 1013012007 The buildin, & Sewer Shall be pvc scwar pipe meeting \SfM specifications 3034 SDR 35 of latest revision; or vitrified ctay pipe- meeting ASTM specifications C-700 far extra strength clay pipe of latest revision u» 3ess other materials arc hrxeby permitted in writing- The(sewer shall be installed in accordance with ASTIA 2321 for.pve pipe and the Uniform Plumbing Code for the State of Indiana. All installations shall he in strict compliance with pertinent City of Cartel ordinances. Back Waler check valves shall be installed in accordance with City Code Section 9-122(x),- and sections P3008.I and .2 of the International Residential Code. All building sewers shall be S' diameter. All installations shall be `open trench- inspected and aoprovcd by the Carmet Sewer f)enartment before my baclilllino is done_ Non- eompltartce may result in digging up dte sewer installation and lor denial of future sewer Penn its and,'nr denial of water connections. No fooling or foundation drains or other sources of ground water or storm waver shall be permitted to enter the public cewer. Sever ins )ecpun3 shnnld he re liestad at(3171 571-?648 one to four hours in advance. No inspections or installations will be made on Saturday or Sunday or holidays unless arrangemems are made at Icast 24 hours in advance. All plumbers or cnntractor_s ins?slling sewer(or water) lines shall lime aplumbers bond posted with the C€TY ENGINEER'S OFFICE. Ifany street must he env. a scnnratc street. cur permit sha0 be ohnirer,. APPLICANT NAME: CINDY RODMANN p PAYMENT RECEIVED BY:? /! h^?X FEES: $1,396.00 • o. Regional Waste District Residential 00660 SANITARY SEWER PERMIT INDIVIDUAL LOT I EXISTING BUILDINGS Permit Type Final -------------------------------- Subdivision Village of West Clay -------- ----- ------- Section Number 10006 Lift Station 19 Village of West•Cla Station Treatment Plant MIX ------------------------------------ --------------------------------- Builder Lee Custom Homes ----------------- Phone Number --------------- Parcel Acreage --EDU inGallons _ 310 Invoice Number Lot Number 348, Address. Number 13097 Streef F_ro more St 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 blue 1$1,750.010- --------------------------------- 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. i 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-438A. VWC-437ADSMH t Grease Trap No Slab Foundation No Lid Elevation 901.11 ft 898.09 ft ------------ -------- --------------- ---------- Grit Interceptor No Crawl Space No First Floor Elevation 903.40'11 .903.40'ft -------- ---------- -------- ---------- Grinder Station No Basement Yes Basement Elevation 893.40 ft 893.40 ft - ------- -----• - --`------' ----------- Calculation is based on both Manhole Lid Elevations and the elevation of the. First Floor .2,29 '.5,31 Per Ordinance 9-13-99 and the elevations provided, the substructure shall be, plumbed by: Ejector Pump The District reserves the right to inspect alI sump pump connections to ensure no illegal connections have been made. lJ 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 CTRIND By signing below, I attest that I am familiar with the District's specifications and agree to accept responsibility for all work done under this permit: Builder! Owner Signature CX I! t j CPhone Number 33 J l J FFF??? Printed Name C )(`??,, Ql c'00A -N Aoorov By - -? _D> v ` Permit Date 1012/2007 Revised 9126/07 Permit is valid.fgKJNE-YEAR from the date issued. Permit valid only with CTRWD seal in red ink. J 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. Airiest 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 Districtprior 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 mustbe 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 apublic 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 SDR26, 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 femco'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 8 crushed stone or Number8 fractured face aggregate. Number8 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.ctnvd.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'laterats. 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 La"ci Surveyors 433 West Carmel Drive, Carmel, IN 46032 P 317.844.3333 F 317.844.3383 www.seagrouplic.com THIS PLOT PLAN WAS PREPARED BASED ON INFCRIAATION TAKEN FROM RECORD PLATS, SUBDIVISION PLANS, RECORD DRAWNGS 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 and BRENWICK OF ANY DISCREPANCIES. LOCATION OF UTILITY LATERALS ON PLOT PLAN ARE GENERAL LOCATIONS PER PLAN AND SHOULD BE VERIFIED W THE FIELD. NOTE: BUILDER TO ENSURE POSIR VE ROW AWAY FROM STRUCTURE. NOTE: SUMP TO BE PLACED BY BUILDER AS NEEDED. NOTE: BUILDER IS TO GRADE.SIOEYARD-SWALE TO GRADES SHOWN ON THIS PUN. IF BUILDER IS UNABLE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM PROPOSED STRUCTURE, THE ENGINEER SHALL BE CONTACTED. BUILDER IS NOT TO DEVIATE FROM GRADES SHOWN ON THIS PLAN WITHOUT THE CONSENT OF BOTH THE ENGINEER AND SRENWICK. 07F3 THE FINISHED FLOOR ELEVATIONS AND PAD GRADES DEPICTED ON THIS PLOT PLAN IS OPEN FOR REVIEW BY BRENWICK DEVELOPMENT. THE BUILDER IS CAUTIONED THAT SAID INFORMATION IS SUBJECT TO CHANGE, DENOTES LOCATION PER CONSTRUCTION PLAN DRAWINGS. CONFIRM BEFORE CON5MUCTION OF 6' SANITARY LATERAL AND WATER SERVICE UNE. NOTE: CONCRETE APRON TO MATCH EXISDNG ALLEY EDGE OF PAVEMENT ELEVATION ALL MUD IN STREETS FROM TRUCKS LEAVING LOT TO BE CLEANED AT THE END OF EACH DAY. SILT FENCE TO BE USED WHERE NEEDED TO KEEP MUD OFF OF STREETS AND OUT OF STORM SEWERS. AREA OF WATER TAP TO BE BACKFILLfD 1VI11/ GRANVLAR MATERIAL TO WITHIN 10' OF TOP OF CURB. AREA OF WATER TAP TO BE RESTORED TO ITS' ORIGINAL CONDITION PRIOR TO CONSTRUCTION. ALL SERVICE LATERAL CROSSINGS AT CURB ARE STAMPED 55= SANITARY SEWER SO= SUBSURFACE DRAIN W= WATER MUD PROPOSED GRADE PER PLAN GROUND WATER FLOW w SANITARY SEVER LONE -?-* - STORM SEVER LINE ^-"- WATER LINE ------- _--------- EASEMENT LINE - - - - BUILDING SETBACK LINE FIELD. GRANULAR BACKFILL SUGGESTED UNDER DRIVEWAY AT SANITARY SEWER LATERAL TRENCH, WATER UNE TRENCH AND ANY OTHER EXCAVATED AREAS. (IF SITUATION OCCURS) NOTE: (SECONDARY AREAS - WESTCLAY) MAX. HEIGHT: 35' ON LOTS 100' AND LARGER (TO EYE UNE) 30' ON LESS THAN 100' MAX. COVERAGE: 50% NOTE: (PRIMARY AREAS - WESTCLAY) MAX. HEIGHT: 30' BUILD-UP LINE: 2 STORIES MAX. COVERAGE: sax vwc- -SAN - sb. wx) Ban LOT# 348 17,718 S. F. VI-_ _ -- - pl _90Lp I I 131ST STREET PAM H- I L 1 W H ? w ? l 0 _ M N7 01 O ? ? m I ? n I W 6 T. e ].5' Wd3EA1£ ---------------------------- -To-et - _ PROP09TD ICAANL -- i AWSY -- _ _ Ar MC£ I 1163, FIE-903A ev, s _AH FFE- PTE-993 Vk a I _-____l of 1063 I I ? FIF a.3 L - g 3I.Ir Opg ? 9W.9 Po PP ? a J ? Ts .o XX UINC 5lr.LAJ)A) 1 V '?? Ps fle, 00 -9AN y,N_ Property Description: Lot Number 348 Oage of Weetday, Section 10006, an Addition In Hamilton County, Indiana, as per plat thereof recorded as Instrument Number 199909949853 found in the Office of the Recorder of Hamilton County, Indiana. Prepared For: PLOT PLAN Lee Custom Homes of Hamilton County, Inc. Scale: 1"=30' Drawn by DJR Residence Date: Aug. 7, 2007 Revised: 13097 Frogmore Street 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. LS20200003 STATE OF ?_ 7 1?: ?_