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Home My WebLink About07100040 Sewer/Water Permit/sCITY OF CARMEL / CLAY TOWNSHIP W = 1 WATER / SEWER PERMIT / RECEIPT rY,. x' `_.n,pueki? PARCEL ID #: ZB6225 LOT & SUBDIVISION: 25 VILLAGE OF WESTCLAY ADDRESS OF CONSTRUCTION: 13350 MERCER ST CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: HOMES BY MCLAUGHLIN CHECK M 2712 EXCAVATOR INFORMATION: Name: GRAVELIE EXCAVATING Ph. #: (317) 843-1210 Fax #: Email: Street Address: 11623 BROOKS CT. CARMEL, IN 46033 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWERNVATER PERMIT Permit #: 07100039 Date: 10/09/2007 Notesiuonanions: LOT 25 VILLAGE OF WEST CLAY. WATER CONNECTION PERMIT. NO NOTES ` The building & Sewer Shall be pvc sewer pipe meeting AST61 specifications 3034 SDR 35 of latest revision: or vitrified clay pipe, meeting AS I'M 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 ASfM 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 Cannel 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. 111 installations shall be "open trench" inspected and approved by the Cannel Sewer Department before anv hackfilling is done. Non- compliance may result in digging up the sewer installation andior denial of future sewer permits andior denial of water connections. No footing or foundation drains or other sources of ground water or stove water shall be permitted to enter the public sewer. Sewer inspection should be requested at (317) 571-2644 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 senarate street cut nermil shall he obtained. APPLICANT NAME: COLLEEN MCLAUGHLIN PAYMENT RECEIVED BY: FEES: S1,396.00 CITY OF CARMEL Item 1 of 1 PERMIT RECEIPT Sec:28 Twp:i8 Rng:3 Sub:B62 B1k:9003 Lot:25 PARCEL ID ........: ZB6225 DATE ISSUED.......: 10/09/2007 RECEIPT #•........: 26466 REFERENCE ID # ...: 07100039 SITE ADDRESS ...... SUBDIVISION ....... CITY .............: IMPACT AREA ....... 13350 MERCER ST VILLAGE OF WESTCLAY CARMEL ODNER ............: BRIAN & JEN BLOUNT ADDRESS ..........: 16176TAKEVILLE CROSSING CITY/STATE/ZIP ...: WESTFIELD, IN 46074 OPERATOR: slillard COPY # : 1 i RECEIVED FROM ....: HOMES BY MCLAUGHLIN CONTRACTOR .......: LIC # XGRAVEX COMPANY ..........: GRAVELIE EXCAVATING ADDRESS ..........: 11623 BROOKS CT. CITY/STATE/ZIP ...: CARMEL, IN 46033 TELEPHONE ........: (317) 843-1210 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC ---------- ------------- ---------- ---------- ---------- ---------- USFWATCONN FLAT RATE 1.00 1310.00 0.00 1310.00 UWATERTAP FLAT RATE 1.00 86.00 0.00 86.00 ---------- ---------- ---------- TOTAL PERMIT 1396.00 0.00 1396.00 METHOD OF PAYMENT AMOUNT - NUMBER --------- ------------ ----- CHECK 1396.00 2712 TOTAL RECEIPT 1396.00 NEW BAL ------0.00 0.00 0.00 Regi®nal Waste District mesweenrual SANITARY SEWER PERMIT INDIVIDUAL LOT/ EXISTING BUILDINGS Permit Type Final Subdivision Village of West Clay 9003 Lift Station ........... 19 Village of West Clay Station Treatment Plant MIX Builder _-- ---------Homes by McLaughlin Inc Parcel Acreage -------------------------------- EDU in Gallons 310 -------------------------------- Invoice Number Lot Number 25 Address Number -------- 13350 ---`---------- ' ---- Street ---------=-------- Mercer St ------------- City -------------------- Carmel ------------ Carmel ----------------- 46032 ------------------- County Hamilton ------------------ Application EDU Fee Fee $1,650.00 Fees Due. --- -------------------- 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 tsy 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-446N VWC-445NDSMH Grease Trap No Slab Foundation No Lid Elevation 902.66 it - --------------- 900.33 ft ' Grit Interceptor - No Crawl Space No ------ 905 ft ---------- 905 it Grinder-Station - No Basement` Yes' 895 ft 895 It Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor 2,34 4.67 Per Ordi= ante 9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump the right to inspect all sump pump connections to ensure no illegal connections have been made. 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 oy sgnmg oeiow, r aaest mat i am tamtliar wi the District` spec'fi lions and agree lo accept responsibility for all work'. done under this permit. 7 Builder'. Owner Signature Phone Number Printed Name' Approved t I LL Permit Date Candy J. Oimcfor or AtlmmistrahonBCustamer Servire Revised 7126/07 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 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 under a building addition, patio, porch or'paved driveway. Air testis 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 tothe need far the inspection. If the inspecton faits 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 mannei! '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 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 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 SDR21,and.ASTM 1)2241. 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'ismade between SDR 35 pipe and pressure grade SDR 21 pipe, a ductile iron gasketed mechanical coupling shall be. used. 10. Laterals shall terminate within 3feet 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:llwww.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 tali 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 1-8007382-5544, 48 hours prior to digging. ' Revised 70'24/07 LOT 25 IN THE VILLAGE OF WEST CLAY, SECTION 9003 THE WITHIN SITE PLAN WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE POLICY AND ARE 'I THEREFORE SUBJECT TO ANY STATEMENT OF FACTS ,?w?N REVEALED BY EXAMINATION OF SCHEDULE "A" ANOI SCHEDULE "B" OF A TITLE POLICY. Ste' µ6 62 Tc -.uutf- f^ qo? 50 \ 7,635 S0. FT. IN, ov. 11M mowvOhl i M. 1446 D 00. F.FE0905.0 O. \ I? \ 9ASL . W9 o \ 'O? eT a Ga.. a0..0 ZooT 24 Veil 12,758 SO. FT. \O• \\? ICY ,' d rP \ 10'D.V.tSC sC \O NOTE: THIS SITE PLAN IS BASED ON CONSTRUCTION PLANS OR RECORD \VV \ DRAWINGS AND IS NOT BASED UPON A 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 LO°1° L? IMMEDIATELY: FAILURE TO DO SO WALL RESULT IN THE CONTRACTORS \ 16.392 SG. FT. ASSUMPTION OF LIABILITY. \ NOTE: TKE 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 CONDITIONSJOR 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 TECHNIOUES SHOULD BE INCORPORATED TO ALLEVIATE \ FUTURE PROBLEMS. NORTH GRAPHIC SCALE 0 20 40 80 SCALE : 1" = 40' SITE PLAN JOB NO. 831986 LEGEND ® = STABILIZED CONSTRUCTION DRIVE ® = PERMANENT SEED / SOD IMMEDIATELY AFTER CONSTRUCTION B.L. = BUILDING LINE D.U. & S.E. = DRAINAGE UTILITY & SEWER EASEMENT DESCRIPTION LOT NUMBER 25 IN THE VILLAGE OF WEST CLAY, SECTION 9003 AS PER PLAT OF SAID ADDITION RECORDED AS INST. #200600000421 IN PLAT CABINET 3 SJDE 800 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA. PAGE: 1 OF 2 0 Ml No. 50083 STATE O