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HomeMy WebLinkAbout07100070 Sewer/Water Permit/sCITY CF CAR MEL Item 1 of 1 PERMIT RECEIPT Sec:30 '_wp:18 Rng:C3 Sub:GLO Blk: Lot:21 PARCEL ID ........: ZOL021 DATE-ISSUED.......: 10/11/2007 RECEIPT 4.........: 26503 REFERENCE ID # -- 071000E9 SITE.ADDRESS SUDDIVISION ...... CITY .............: IMPACT AREA ....... 13274 W LETTS LN GLEN OAKS WESTFIELD OPERATOR: plux COPY 4 ?: 1 I OWNER ............: DAN AND MELISSA KING ADDRESS ..........: 10907 PERRY PEAR DRIVE CITY/STATE'/ZIP ...: ZIONSVILLE, IN 46077 RECEIVED FROM ....: GOLLNER CONSTRUCTION CONTRACTOR .......: LIC # XDAYSDIR COMPANY ..........: DAYSTAR DIRE'-CT.DRILL. ADDRESS ..........: CITY/STATE/ZIP ...: N03LESVILLE:, IN 46060 TELEPHONE ........: FEE ID UNIT QUAXTITY AMOUNT PD-TO-DT ------- THIS REC ---------- - NEW SAL --------- ---------- USFWATCONN ------------- ---------- FLAT RATE 1.00 ---------- --- 1310.00 0.00 1310.00 O.OC UWATERTAP FIAT RATE 1.00 86.00 0-00 - 86.00 ---------- - 0.0 --------- TOTAL ?ERM IT ---------- --------- 1396-OG C.00 1296m 0.0C METHOD OF PAYMENT AMOUNT NUMBER ---------- CHECK ------- ------------ 1396.00 ---------- 15386 TOTAL RECE IPT 1396.00 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT `t OIANP' PARCEL ID #: ZGL021 LOT & SUBDIVISION: 21 GLEN OAKS ADDRESS OF CONSTRUCTION: 13274 W LETTS LN WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: GOLLNER CONSTRUCTION CHECK #: 15386 EXCAVATOR INFORMATION: Name: DAYSTAR DIRECT.DRILL. Ph. #: Fax #; Email: Street Address: NOBLESVILLE, IN 46060 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWERM/ATER PERMIT Permit #: 07100069 Date: 10/11/2007 at tvocesn,unutnons: LOT 21 GLEN OAKS, WATER PERMIT ' NO NOTES' The building Fc Sewer Shall be pvc sewer pipe meeting ASTM specifications 3034 SDR 35 of latest revision: or nitrified clav pipe. meeting ASTNI 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 ASTNI 2321 for live 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 1a'ater 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 sewer shall be 6' diameter. All installations shall be "open trench" inspected and approved by the Carmel Sewer Department before any backfilline is done. Non- compliance may result in digging up the sewer installation and/or denial of future sewer permits and/or denial of water connections. No tontine 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 Q 171 571- 648 one to four hours in advance. I No inspections or installations will be made on Saturday or Sundae or holidays unless arrangements are made at least 24 horns 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 senarate street. our nenno ahall he obtained. APPLICANT NAME: MICHAE GOLLNER PAYMENT RECEIVED BY: h?K FEES: t $1.396.00 Regional Waste District rcesraeimal SANITARY SEWER PERMIT 00620 INDIVIDUAL LOT I EXISTING BUILDINGS PermitType Final Subdivision Glen Oaks ---------------- --------- Section Number ------------------------------ -- Lift Station - - 14 Austin Oaks Station ----------------------------- --- Treatment Plant CTRWD WWTP --------- ------- Builder Gollner Construction ---------------------------------------- Phone Number ---------- ----------------------- Parcel Acreage EDU in Gallons 310 Lot Number 21 Address Number 13274 ----------------- - ------- Street Letts Ln W City Westfield Zip Code I 46074 County ------- Hamilton --------------'--------`-- Local Sewer Charge j Plan Review and Inspection ------------- Application.Fee $100.00 EDU Fee $:1,650.00 -- --------------------------------- Interceptor Fee Invoice. Number I 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 inanhole 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 GO-26 60-2s DSMH Grease Trap No Slab Foundation No Lid Elevation 899.22 ft ----- -- ---- - ----- --- 905.67 ft -- ----- - - Grit Interceptor - No Crawl Space_ No First Floor Elevation 901.40 ft - - 901.40 ft Grinder Station No Basement Yes Basement Elevation 891.40 ft _-- 891.40 ft ---------- Calculation is based on both. Manhole Lid Elevations end the elevation of the First. Floor '2.18 ------- -4.271 .-J Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump - NX-The District reserves the righl to inspect all sump pump connections to ensure no illegal connections have;been made. Ilk Manholes shall remain accessible at'all times. Buried manholes will be corrected by the DeveloperlOwneO Conditional Permit Terms: All conditions have been met Connection to the sanitary sewer is now permitted. c+ L.I i .:1111 Lo By signing below, I attest that I am famil' r wdh Ne District's specifications and agree to acceptt responsibility for all work done under this permit: i Builder / Owner 'Si nature -7 'L 9 < ?? , J hone Number ? Printed Name Approv ct Permit Date 10111%2007 Revised 7126107 Permit is valid for ONE-YEAR from the dale issued. Permit valid only with CTRWD seal in red ink. SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 4k 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 sewermain per lateral unless.olherwise 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. 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 priocto 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 thetime 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 D3634, SIX INCH.PIPE PVC PRESSURE RATED PIPE: SDR 21, ASTM D2241, SIX INCH PIPE RESTRAINED JOINT PVC PIPE (DIRECTIONAL DRILL): Yelomine SR621, ASTWD2241, 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 DR 11 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 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,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 maybe obtained from the District's office during business hours of.8i00a.m. to 4:30 p:m. Monday through Friday: All District standards can be located on our web site at http://w%nw.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 toobe placed on top. 15. Call before you dig. IUPPS 1-800-382-5544, 48 hours prior to digging Revised 10109107 THEREFORE SUBJECT TO ANY STAIEMENI OF FACTS REVEALED BY EXAMINATION OF SCHEDULE "A" AND - GRAPHIC SCALE JCHEUULE °B" OF A TITLE POLICY. NOTE: THIS SITE PLAN IS BASED ON CONSTRUCTION PLANS OR RECORD DRAWINGS AND IS NOT BASED UPON A FIELD SURVEY. MILLER SURVEYING, INC. DOES NOT WARRANT THE ACCURACY OR SUFFICIENCY OF THIS INFORMATION. THE CONTRACTOR SHOULD VERIFY EXISTING CONDITIONS PRIOR TO ANY CONSTRUCTION. ANY DISCREPANCIES FOUND UPON THIS DRAWING SHOULD BE REPORTED TO MILLER SURVEYING, INC IMMEDIATELY; FAILURE TO DO SO WILL RESULT IN THE CONTRACTORS ASSUMPTION OF LIABILITY. NOTE: THE BASEMENT ELEVATION DEPICTED HEREON HAS BEEN DETERMINED AND BASED UPON THE PAD GRADES AND OR CONTOURS TAKEN FROM THE CONSTRUCTION PLANS FOR THE SUBDIVISION. UNLESS STATED, NO INFORMATION ABOUT FLUCTUATING WATER TABLES, SOIL CONDITIONS OR SOIL TYPES WITHIN THE BUILDING AREA HAS BEEN PROVIDED OR STATED ON SAID SITE PLAN. IF DURING THE EXCAVATION PROCESS. ANY GROUNDWATER IS WITNESSED ADDITIONAL CONSTRUCTION TECHNIQUES SHOULD BE INCORPORATED TO ALLEVIATE FUTURE PROBLEMS. ":l !1 EEL- 0 15 30 60 96 / O N F ! o9 CO? .O?°OV p? 1 O (y- o / a a?°+ ?• 61 e? / SOIL PROTECTION AREA ? ? ???n POR O `lpj 'y\pOP.CH- S, \ 2 H? ?j 'O. PROPOSED DWFIIING F.F.E. = 901.4 BASE = 891-4 GAR. = 900.4 PS o 0 &C- 15,208.05 SO. FT, F/ 0 CONC. DRIVE 1 \Ca?_ STR. #736 STORM INLET W/ APPROVED SEDIMENT CONTROL DEVICE TC - 898.21 SCN' STIR. #26 TC = 900:00- ' Cpl (? l?. STR. x{25 TO = 90500 p j r ?0 SCALE : 1 " = 30' SITE PLAN JOB NO. B31949 LEGEND sC = STABILIZED CONSTRUCTION DRIVE © = PERMANENT SEED / SOD IMMEDIATELY AFTER CONSTRUCTION B.S.L. = BUILDING SETBACK LINE L.E. = LANDSCAPE EASEMENT D. N. U.E. = DRAINAGE At. UTILITY EASEMENT DESCRIPTION LOT NUMBER 21 IN GLEN OAKS AS PER PLAT OF SAID ADDITION RECORDED AS INST. #200500038530 IN PLAT CABINET 3 SLIDE 649 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA. PAGE: 1 OF 2 nD?u,,,?,- ---- O . u i??" S0083 STATE OF S