The URL can be used to link to this page

Home My WebLink About08010041 Sewer/Water Permit/s00770 Permit Type Subdivision Section Number Lift Station Treatment Plant Builder Phone Number SANITARY SEWER PERMIT INDIVIDUAL LOT ! EXISTING BUILDINGS Final Lincolnshire 2 23 126th Street Station MIX Estridge Group 317-669-8510 Lot Number Address Number Address 2 Street City Zip Code County 79 ---.------------ 2628 Newington Ln Westfield 46074 Hamilton Local Sewer Charge Plan Review and Inspection Application Fee Parcel Acreage EDU in Gallons 310 Invoice Number EDU Fee Interceptor Fee Fees Due $100.00 $1,650.00 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 two months after connection has been made or when water is connected, whichever comes first. The building has: USMH MPH-27 Grease Trap No Slab Foundation No Lid Elevation 917.80 R Grit Interceptor No Crawl Space No First Floor Elevation 920.00 ft Grinder Station No Basement Yes Basement Elevation 910.00 ft Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor iI __ 2.20 i r Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump MPH-26 DSMH 917.19 R 910.00 ft 2.81 The District reserves the right to inspect all sump pump connections to ensure no illegal connections have been 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 CrRKfl via By signing below, I attest that I am familiar with the District's Builder / Owner Signature Printed Name /?l ?v C1? and agree to accept responsibility for all work done under this permit. Phone Number Permit Date 111412008 Revised 112108 Permit is valid for ONE-YEAR from the date issued. Permit valid only with CTRWD seal in red ink. PREPARED FOR CONSULTING ENGINEERS L A N D S U R V E Y 0 R S 7965 East 1061h Street • Fishers, IN 46038 (317) 849-5935 • 1-800-728-5917 • FAX: (317) 849-5942 THE ESTRIDGE GROUP CARMEL, INDIANA HOUSE TYPE:746 B FULL BRICK WRAP (INCLUDED) 9' BASEMENT WALL HEIGHT (INCLUDED) FINISHED 9' BASEMENT (INCLUDED) (1) 4040 WHITE VINYL SLIDING DOUBLE PANE EGRESS WINDOW W/ EGRESS WELL (INCLUDED) 3-CAR SIDE ENTRY GARAGE (INCLUDED) FULL BATH IN BASEMENT W/ SHOWER: ROUGH-IN ONLY BENCHMARK TOP OF CURB = 917.19 SOD: HYDRO SEEDING: CONC. DRIVEWAY: PUBLIC WALK: PRIVATE WALK: 710 t Sq. Yd. 7,435 t Sq. Ft. 1,360 f Sq. Ft. 512 ± Sq. Ft. 212 t Sq. Ft. VIx LOT 79 LINCOLNSHIRE SECTION 2 INST. #2007034819 P.C. #4, SLIDE #328 WESTFIELD, IN 46074 2628 NEWINGTON LANE 0 zook/ A ? ??1?iOiGs Os?j 01s PLOT PLAN -0 SCALE 1' - 30' STAKE ACTUAL PREL CHECKED BY _ DATE o v JOB ID LIN.79 LOT AREA: 17,632 Sq. Ft. ZONING: S-1 /ROSO 6' BETWEEN STRUCTURES 0' REAR YARD LEGEND: E 99.99 EXISTING GRADE (BEFORE CONST.) P 99.99 PROPOSED GRADE (AFTER CONST.) SS-D_ _ SUB-SURFACE DRAIN SANITARY SEWER - STORM SEWER W WATER MAIN W 3/4' WATER CONNECTION ' • • o SWALE SF SILT FENCE &U.E. DRAINAGE & UTILITY EASEMENT E. LANDSCAPING EASEMENT L.E. SIGN LANDSCAPE EASEMENT ALL UNDERGROUND SEWERS AND UTILITIES SHOWN ARE PLOTTED BY SCALE FROM DESIGN PLANS FURNISHED BY ENGINEER THE ACTUAL FIELD LOCATION MAY VARY. TYPICAL SWALE DETAIL T.C.- 9 - IQ 01/09/08 JDA "HOLEY MOLEY SEZ" 'DON'T DIG BLIND" CALL TWO WORKING DAYS BEFORE YOU DIG. IT'S THE LAW 1-900-382-5544 CITY OF CAMEL Item 1 of I PERMIT RECEIPT Sec:20 Twp:18 Rng:3 Sub:LIN Blk:2 Lc--:79 PARCEL ID ........: 170920001603900+0 DATE ISSUED.......: 01/14/2008 RECEIPT #.........: 27181 REFERENCE ID # ...: 06010040 SITE ADDRESS ...... SUBDIVISION ...... CITY ............. IMPACT AREA ____.. 2628 NEW7NGTCN LN LINCOLNSHIRE WESTFIELD OPERATOR: vdclan COPY # : 1 O'eMER ............ ESTRIDGE HOMES ADDRESS 14300 CLAY TERRACE BLVD CITY/STATE/ZIP ...: CAR.MEL, IN 46032 RECEIVED FROM ..... CONTRACTOR ....... COMPANY .......... ADDRESS ...... CITY/STATE/ZIP .... TELEPHONE ........: FEE ID UNIT QUANTITY ---------- ------------- --------- USFWATCONN FLAT RATE 1.0 TOTAL PERMIT : METHOD OF PAYMENT ----------------- CHECK TOTAL RECEIPT : ESTRIDGE HOMES TIC # XLUNACON LUNAR CONSTRUCTION 8121 E, 274TH STREET ARCADIA, IN 46030 (317) 281-2229 AMOUNT PD-TO-DT THIS REC NEW BAL - ---------- ---------- ---------- ---------- 0 1396.00 0.00 1396.00 0.00 ---------- ---------- ---------- ---------- 1396.00 0.00 1396.00 0.00 AMOUNT NUMBER ------------ ------------------ 1396.00 016988 ---^-1396.00 G4t1 ;".;; F1. CITY OF CARMFL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT PARCEL ID #: 1709200016039000 LOT S SUBDIVISION: 79 LINCOLNSHIRE ADDRESS OF CONSTRUCTION: 2628 NEWINGTON LN WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: ESTRIDCE HOMES CHECK #: 016988 Name: LUNAR CONSTRUCTION Ph. #: (317) 281-2229 Fax #: Email: Street Address: 8121 E. 274TH STREET ARCADIA, IN 46030 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWERNVATER PERMIT NotesfConditions: LOT 79 LINCOLNSHIRE, WATER PERMIT NO NOTES Permit #: 08010040 Date: 0111412008 The building & Sewer Shalt be pvc sewer pipe meeting ASTh7 specifications 3034 SDR 35 of latest revision, or vitrified clay pipe, meeting AS f NI specifications C-700 for extra strength clay pipe of latest revision unless other materials are hereby permitted in writing. The sewer shall be installed in accordance with ASTN7 2321 for pvc pipe and the Uniform Plumbing Code for the State of Indiana. All installations shat[ be in strict compliance with pertinent City of Carmel ordinances. Back Water check valves shall be installed in accordance with City Code Section 9-122(a), and sections P3009.1 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 backtillinp is done. Non- compliance may result in digging up the sewer installation and,'or denial of future sewer permits and.oor denial of watcr connections. No footing or foundation drains or other sources of ground water or storm water shall be permitted to enter the public sewer. Seu•cr inspections should be requested at (317) 571-2648 one to four hour,; 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. Alt plumbers or contractors installing server (or water) lines shall have a plumbers bond posted with the CITY E':tiG[NEER'S OFFICE. If any street must he c?w_ a sennrate street cut hermit shAl he, nhtnined- APPLICANT NAME: PAYMENT RECEIVED BY: FEES: $1,396.00