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Home My WebLink About08010108 Sewer/Water Permit/s00782 Permit Type Subdivision Section Number Lift Station Treatment Plant Builder Phone Number SANITARY SEWER PERMIT INDIVIDUAL LOT 1 EXISTING BUILDINGS Final Lot Number Village of West Clay Address Number 10004-A Address 2 20 High Grove Station - Street MIX City Homes by John McKenzie Zip Code County 877 2353 _ Shaftesbury Rd _ Carmel 46032 Hamilton Local Sewer Charge Plan Review and Inspection Application Fee $100.00 Parcel Acreage EDU Fee $1,650.00 EDU in Gallons 310 Interceptor Fee Invoice Number 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 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 VWC-4185 VWC-417sDSMH Grease Trap No Slab Foundation No Lid Elevation 897.17 ft 898.49 ft Grit Interceptor No Crawl Space Yes First Floor Elevation 900.70 ft 900.70 ft Grinder Station No Basement No Basement Elevation Calculation is based on both Manhole Lid Eievations and the elevation of the First Floor 3.53 2.21 Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Not Applicable 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 times-&dried manholes will be corrected by the Developer/Owner. Conditional Permit Terms: All conditions have been met Connection to the sanitary sewer is now permitted. O??typ1ANA •y Mfr°? CID cr?wo K? By signing below, I attest that I am familiar with the Distri 's specifications and agree to accept responsibility for all work done under this permit. Builder I Owner Signature Printed Name W4 Approved By Phone Number Permit Date 112512008 Revised 112108 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 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 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 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:/twww.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 10109107 AAAA^ L a r-? d 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 INFORMATION TAKEN FROM RECORD PLATS, SUBDIVISION PLANS, RECORD DRAWINGS 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 I? ARE GENERAL LOCATIONS PER PLAN AND SHOULD BE N VERIFIED IN THE FIELD. , NOTE: BUILDER TO ENSURE POSITIVE FLOW AWAY FROM STRUCTURE. NOTE: SUMP TO BE PLACED BY BUILDER AS NEEDED. ,I I i MATCH EXISTING ALLEY EDGE OF PAVEMENT ELEVATION SMA Sw ' -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 BACKFILLED WITH GRANULAR MATERIAL TO WITHIN 10" OF TOP OF CURB. AREA OF WATER TAP TO BE RESTORED TO ITS' ORIGINAL CONDITION PRIOR. --i CONSTRUCTION. LOCATION OF UTILITIES ON PLOT PLAN ARE GENERAL LOCATIONS PER PLAN AND SHOULD BE VERIFIED IN THE FIELD. DRIVEWAY AT SANITARY SEWER LATERAL TRENCH, WATER LINE TRENCH AND T ANY OTHER EXCAVATED 1 ? AREAS. (IF SITUATION OCCURS) LOT# 877 ALL SERVICE LATERAL 10,556 S.F. CROSSINGS AT CURB ARE STAMPED SS= SANITARY SEWER SD= SUBSURFACE DRAIN W= WATER NOTE: (SECONDARY AREAS - WESTCLAY) MAX. HEIGHT: 35' ON LOTS 100' AND LARGER (TO EVE LINE) 30' ON LESS THAN 100' MAX. COVERAGE: 50% NOTE: THE INFORMATIONa FOR THE ELEVATION DIFFERENCE BETWEEN TH PRIMARY FINISHED FLOCK ELEVATION TO THE TOF ?F BASEMENT WALL AN0 TO THE BASEMENT FINISHED FLOOR WAS PROVIDED BY THE BUILDER. M tD GROUND WATER FLOW +N SANITARY SEWER LINE *¦ + STORM SEWER LINE + + WATER LINE ------------------- EASEMENT LINE - - - - - BULDING SETBACK LINE NOTE: (PRIMARY AREAS - WESTCLAY) MAX. HEIGHT: 30' BUILD-UP LINE: 2 STORIES MAX. COVERAGE: 50% NOTE: PAD ELEVATION SHOWN IS PER PLANS AND IS NOT THE AS-BUILT ELEVATION. l Ln O PAD GRADES DEPICTED ON THIS PLOT PLAN IS OPEN FOR REVIEW BY BRENWICK DEVELOPMENT. THE BUILDER IS CAUTIONED THAT SAID INFORMATION IS SUBJECT 896.41 Per _j 00.0 PROPOSED GRADE PER PLAN I DENOTES LOCATION PER I NOTE: BUILDER IS TO GRADE SIDEYARD SWALE TO GRADES SHOWN ON THIS PLAN. 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 BRENWICK. MINIMUM SETBACKS Min. Side = 5 Feet or 8% Lot width O B.L. (5.6') Min. Rear - 20 Feet A99. = 1B% of lot width O B.L. (12.0 50' R /W CURB WALK UCTION OF 6" tY LATERAL AND SERVICE LINE. D ' vW(I Sanitaryr r- MIN. 6" Str.(417)S 1 SAN. LAT. Tca898. 400 ?- Per Plan f ^ PORCH ` a^rnp I PORCH GARAGE Y. FFE=898.4 0 34.00' CONC. DRIVE 2' 27 W gm Ew. APRON 70.01' 62.09 12' ALLEY ESMT. 11.67'17.7' CV \ 898.2 \ Q l` U-) 20' 81. APRON Lot Nkxriw 877 in the Wage of Westday, Section 10004-A, an Addition in Hamilton County, Indiana, as per plat thereof recorded as Instrument Number 200300052519 found in the Office of the Recorder of Hamilton County, Indiana. Prepared For: PLOT PLAN Homes By John McKenzie Scale: 1"=30' Date: Jan. 10, 2008 Drown by: DJR Residence Revised: 2353 Shaftesbury Rood 0. OF CITY OF CARMEL Item 1 of 1 PERMIT RECEIPT OPERATOR: plux COPY # : 1 Sec: Twp: Rng: Sub:B62 Blk: Lot:877 PARCEL ID ........: ZB62877 DATE ISSUED.......: 01/25/2008 RECEIPT #• .... 27282 REFERENCE ID # ...: 08010107 SITE ADDRESS .....: 2353 SHAFTESBURY RD SUBDIVISION ......: VILLAGE OF WESTCLAY CITY .............. Carmel IMPACT AREA ...... OWNER ............: HOMES BY MCKENZIE ADDRESS ........: 4631 LISBORN DR. CITY/STATE/ZIP ...: CARMEL, IN 46033 RECEIVED FROM ....: HOMES BY MCKENZIE CONTRACTOR .......: LIC # XBALDEXC COMPANY ..........: BALDWIN EXCAVATING ADDRESS ........: 6930 N 50 E CITY/STATE/ZIP ...: FORTVILLE, IN 460 40 TELEPHONE ........ 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 CF PAYMENT AMOUNT NUMBER ----------------- ------------ CHECK 1396.00 ----------------- 111768 - ------------ TOTAL RECEIPT : 1396.00 NEW BAL 0.00 0.00 0.00 CITY OF CARMEL / CLAY TOWNSHIP WATER / SER'V'ER PERMIT / RECEIPT OIAtiA PARCEL ID #: ZB62877 LOT & SUBDIVISION: 877 VILLAGE OF WESTCLAY ADDRESS OF CONSTRUCTION: 2353 SHAFTESBURY RD Carmel, IN 46032 PAYMENT RECEIVED FROM: Name: HOMES BY MCKENZIE CHECK #: 111768 Name: BALDWIN EXCAVATING Ph. #: Fax #: Email: Street Address: 6930 N 50 E FORTVILLE, IN 46040 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWERNVATER PERMIT Notes/Conditions: LOT 877 VILLAGE OF WEST CLAY, WATER PERMIT * NO NOTES * Permit #: 08010107 Date: 01/25/2008 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 approved by the Carmel Sewer Department before any backfilling is done. Non- compliance may result in digging up the sewer installation andlor denial of future sewer permits andlor 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 inspections should be requested at (317) 571-2648 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 strew mint he cnt_ a senarwe .trees cur nermit shall he obtained. APPLICANT NAME: RL ROCE PAYMENT RECEIVED BY: YAAL, FEES: $1,396.00