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Home My WebLink About07110067 Sewer/Water Permit/sCITY OF CARMEL item 1 of 1 PERMIT RECEIPT OPERATOR: twedding COPY # : 1 i Sec:20 Twp:18 Rng:3 Sub:LIN Blk:l Lot:27 PARCEL 1D ........: ZLIN27 I DATE ISSUED.......: 11/20/2007 RECEIPT #......... 26820 n^ REFERENCE ID # ...: 07110066 SITE ADDRESS .....: 14276 MURPHY CIR E SUBDIVISION ......: LINCOLNSHIRE CITY .............: WESTFIELD IMPACT AREA ...... OWNER ............: ESTRIDGE ADDRESS ..........: 14300 CLAY TERRACE BLVD #200 CITY/STATE/ZIP ...: CARMEL, IN 46032 RECEIVED FROM ....: THE ESTRIDGE GROUP CONTRACTOR .......: LIC # XLUNACON COMPANY ..........: LUNAR CONSTRUCTION ADDRESS ..........: 8121 E. 274TH STRE ET CITY/STATE/ZIP ...: ARCADIA, IN 46030 TELEPHONE ......... (317) 281-2229 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 ------- ----- 86.00 --------- Oi6914 CHECK 1310.00 016892 TOTAL RECE IPT 1396.00 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT JxUiRna, PARCEL ID M ZLIN27 LOT & SUBDIVISION: 27 LINCOLNSHIRE ADDRESS OF CONSTRUCTION: 14276 MURPHY CIR E W ESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: THE ESTRIDGE GROUP CHECK #: 016914 EXCAVATOR INFORMATION: Name: LUNAR CONSTRUCTION Ph. M (317) 281-2229 Fax #: Email: Street Address: 8121 E. 274TH STREET ARCADIA, IN 46030 Bond Expiration: PERMITTYPE: USEWRWATR ; SEWERjWATER PERMIT Special Notes/Conditions: Permit #: 07110066 Date: 11/2012007 LOT 27 LINCOLNSHIRE. WATER- ' NO NOTES' The building & Sewer Shall be pvc sewer pipe meeting ASTM specifications 3034 SDR 35 of latest revision; or vitrified clay pipe, meeting ASTM 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 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 with 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 approvcd bY. the Carmel Sewer Department before any backlilline is done. Non- compliance may result in digging up the sewer installation and/or denial of future sewer permits an&or 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 it-pection- should be requested at (317) 571-2618 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 cut. a separate street cut nermit.4all he obtained. APPLICANT NAME: RUBEN HINNERS PAYMENT RECEIVED BX( FEES: $1,396.00 v ud y "?Y 9A? T?h y ? E Y? i Q Regional Waste District 5 f'U+ [ F Residential a SANITARY SEWER PERMIT 00694 INDIVIDUAL LOT I EXISTING BUILDINGS Permit Type - - - Final Lot Number - 27 -- - '- i------ Subdivision - - --- Lincolnshire Address Number -- 14276 Section Number -_ - 1 Street Murphy Circle.E Lift Station 23-1-26th-Street Station city Westfield Treatment Plant MIX Zip Code 46074 Builder _ _ `-- -- Estridge Group_ ------ County, -Hamilton- - - - Phone Number 317-669-8510 Local Sewer Charge Parcel Acreage ------------------------------ EDU in Gallons 310 ---------------------- ----------- Invoice Number --------------------- Plan Review and Inspection Application Fee -----------$100.00 -------------- ------------ 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 wtiich`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'andthe 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 MPH-20 MPW19 DSMH Grease Trap No Slab Foundation No Lid Elevation 915.90ft 914.82 ft Gritlnterceptor No Crawl Space No First Floor Elevation - 91710 ft 917.10.ft Grinder Station No Basement Yes Basement Elevation 907.104 907.10 ft Calculation is based on both Wnhole Lid Elevations and the elevation of the First Floor i 1.201 2.,Zg 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 limes. 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. 1 r? C By signing below, I.attest [hat I am familiar with the District's spa ications and agree to accept responsibility for all work done under this permit. Builder / Owner Signature tic i - r fr„? Phone Number Printed Name 0 C/ Approved Permit Date 11/14/2007 Revised 7/26107 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 Districts 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 it it is locatea unaer a nmwmg ` addition, patio, porch or paved driveway. Air test is required to show if acceptable for re-use. The property owner shall bear the costof 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 or Electrofused 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 Number 8 :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 shalfbe 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 maybe 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.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 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 10/09107 PREPARED FOR C0NSULTINC ENGINEERS L AA D S U R V E Y O R S ,7955 East i061h SGect - Fshers, IN 46038 (317) 849-5935 " 1-801}728-6817 -FAA: (317) 049-5947. THE ESTRIDGE GROUP PLOT PLAN CARMEL, INDIANA HOUSE TYPE:746 B z -,FULL BRICK WRAP (INCLUDED)_ DECIi DESIGN "A `125X12' (INCLUDED) scti E i' - 4d'' 9' BASEMENT WALL HEIGHT (INCLUDED) FINISHED 9' BASEMENT (INCI UDED) 3-CAR SIDE ENTRY GARAGE (STANDARD ON 746 & 753 CHANGE HALF BATH TO FULL BATH IN FINISHED BSMT m GAR. 15.93 g5'} / NC. ?O IVE y E 15.1 I P15.1 (2) 4040 WHITE VINYL SLIDING DOUBLE PANE EGRESS WINDOVlS W/ EGRESS WELLS 95.00' 15' D.U.&S.E. 0 r; j a ql ?HYORO gEDING? "E E 115.6 E 15.6 P 15.6 12.V0 P 15.6 Ir ??_ __L ra 15.5 11 ?-" .'a-t'iiFCR t2 1 24.8' 1'r'1 1' T.C.- R...-- 914 SZ of I? SM7EV.-917op9H) to I ss D fl . . ?g75n E 15.6 PCR ? 15.6 . o ,h 21 E 14:2 P 14.2 20 'O.L 102'3 ' 0 J &S E . . . . 4,0 FSW O D 4.0 c o P 13.70 _ ' 20 D.U&S.E. COMMON AREA E LAKE #1? O' ASPHALT PAT N.P. ELEV.- 903.50 No. _ ;,80040348,•. _ '• STATE OF i _ - ''??HNIp Ill I?I4J g? NOTE THIS DRAWNO 15 NOT INTENUEO TO BE REPRESENTED AS A RETIACEMENT OR ORIGINAL PDUNDARY SURVEY, A ROUTE SURVEY OR A S R?OR LOCATION PEPORT. 16.3' LOT 27 LINCOLNSHIRE SECTION 1 INST. #200600007600 P.C. #4, Slide #27 WESTFIELD, INDIANA 46074 14276 MURPHY CIRCLE EAST LOT AREA: 13,300 Sq. Fl. ZONING S-1/ROSO 6' BETWEEN STRUCTURES 0' REAR YARD "B" ELEV.) 0aA PePmlts'Flus for P/1.1928-6447 or Rick @ 506 -1376 LEGEN9: E ?9.92 EXISTING GRADE (REFORE CONST.) P 99.99 PROPOSED GRACE (AFTER CONST.) S.S.O. _ SUB-SURFACE' DRAIN SANITARY SEWER - STORM SEWER W WATER MAIN -VW- 3/4- WATER CONNECTION " e j SWALE SF SILT FENCE SEWER MANHOLE ?J STORM MANHOLE I CURB INLET ® CONC. END SECTION FIRE HYDRANT P 14 9 ? I- P I I Y . y? CIRCLE D &Li.E. DRAINAGE & UTILITY EASEMENT L.E. LANDSCAPING EASEMENT EAST P 14.60 S.LE. 51GN LANDSCAPE EASEMENT ALL UNDERGROUND SEWERS AND UTILITIES SHOWN ARE PLOTTED HY SCALE' FROM DESIGN PLANS FURNISHED BY'ENOINE GINEER THE ACTUAL FIELD LOCATION MAY VARY. S00: 477 Sq. Yd. HYCRO SEEPING 5,381-? Sc. Ft. CONC. DRIVEWAY: 1,247 Sq. Ft. PUBLIC WALK: 344 Sq. FL PRIVATE WALK: 209 Sq. Ft. ? STAKE ACTUAL COF1 iB 01 B X PREL CHECKED BY JJJI DATE /ZS o 7 JOB ID LIN.27 CCNTROL # 57678 EST 157 REV MVD HSE OVER & ENT. DRIVE 11196107 CAM 71/05/07 CAN.. "HOLEY MOLEY 5EZ" "DON'T DIG BLIND" ALL TWO WORKING DAYS BEFORE YOU DIG. IT'S TS THE S LAW B 1-6UD-3a2-5544