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HomeMy WebLinkAbout07120070 Sewer/Water Permit/sCITY OF CARMEL Item 1 of 1 PERMIT RECEIPT 13364 ABERCORN ST VILLAGE OF WESTCLAY CARMEL Sec:28 Twp:18 Rng:03 Sub :B62 21k:9002 Lon:38 PARCEL ID ........: ZB6238 / DATE ISSUED.......: 12/17/2007 RECEIPT #.• ...: 27033 REFERENCE ID # ...: 07120069 SITE ADDRESS ..... SUBDIVISION ......: CITY .............: IMPACT AREA ...... OWNER ..........: CARL ARCHER ADDRESS ..........: 8289 NICORE CT ST CITY/STATE/ZIP ...: AVON, IN 46123 RECEIVED FROM ....: CASTALIA HOMES, LLC CONTRACTOR .......: LIC # XA-1SUP COMPANY ..........: A-1 SUPERIOR EXCAVATING ADDRESS ..........: 3143 ROSEWAY DR CITY/STATE/ZIP .... INDIANAPOLIS, IN 46226 TELEPHONE ........: (317) 898-0767 FEE ID UNIT QUANTITY -- -------- ------------ ------ USFWATCONN FLAT RATE 1.00 UWATERTAP FLAT RATE 1.00 TOTAL PERMIT : METHOD OF PAYMENT AMOUNT ----------------- ------------ CHECK 1396.00 TOTAL RECEIPT 1396.00 OPERATOR: twedding COPY # : 1 AMOUNT PD-TO-DT THIS REC ---------- ---------- 1310.00 0.00 1310.00 86.00 0.00 86.00 ---------- ---------- ---------- 1396.00 0.00 1396.00 NUMBER ------------------ 1169 NEW DAL 0.00 0.00 0 00 00738 SANITARY SEWER PERMIT INDIVIDUAL LOT I EXISTING BUILDINGS Permit Type Final Subdivision Village of West Clay Section Number ,9002 Lift Station 19 Village of West Clay Station Treatment Plant MIX Builder _ Castalia Homes, LLC Phone Number Parcel Acreage EDU in Gallons 310 Invoice Number Lot Number -------------- 38 ----------------- Address Number 13364 Address 2 Street ------------------ Abercorn St --------- city City Carmel, Zip Code ----------------- 460321 --------------- County Hamilton Local Sewer Charge 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 which are extended beneath driveways..or sidewalks. The permit holder (property owner, developevor 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 VWC-472N VWC-471NDSMH Grease Trap No Slab Foundation No Lid Elevation 898:82 ft 896. ft Grit Interceptor No. Crawl Space No First Floor Elevation 902.69 ft 902.69 ft -------- ------- ---------- ------ Grinder Station No Basement YesBasement Elevation r- 891:78 ft 891.78 ft Calculation. is based on both Manhole lid Elevations and the elevation of the First Floor 1 3.87-_ -6_58 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 remains a r? ccihleat aLtiir es Buried manholes will be corrected by the Developer/Owner. Conditional PermitTerms:t All conditions have been met. Connection to the sanitary sewer is now permitted. CTRWD By signing below, I attest that I am familiar with the Distnd's specifications and agree to accept responsibility for all work done under this permit. ,Builder / Owner Signature --7? Phone Number 377 - 70& Printed Name Y ?k 2Y Ad 1Di Approved Permit Date 1211712007 Candy J. Feltner, Director of Administration 8 Customer service ''ised 7/26107 Permit is valid for ONEEYEAR from the date issued. Permit valid only with CTRVJD 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 undera 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 coveri ng 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 forscheduled inspection, orfails 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 wetls 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.terminatewithin 3 feet of the building unless the conditions in item #3 above are met. No glued pip 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://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 later 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 101 a 0 15 30 SCALE: 1"=30' Lot37 \ \'P \ vwC. `nN s, TC BTI.11S•1 -1'"-pt r /?\O S S ?0 BS\? ?\ z* /? \ S /?? (4W STUB ATPerf. VC) q? d ro' WINDOW TOPSOIL ST( PROTECTION / SILT FNC. SD / c Lot 38 F Villages of West Clay Section 9002 S P.C. 4, Slide 47 ,0\Areo = 0.466 ac. ( S? \ SD ,RIF PREPARED FOR: Address: 13364 Abemom Street. Cannel, IN 46032 OQOy?02-00??Ory?\ / \ I I TYPICAL WATERSHED PATTERN FOR LOT. (N.T.S.) so SEEDING REQUIRED iTy (5 EX. SANITARY MH. ® STORM SEWER INLET STABILIZED CONSTRUCTION DRIVE ,O?SILT FENCE --S- SANITARY SEWER STORMWATER DRAIN ^ \ SD z ' \ ?ocoe` \ 4 IDOW WELL ?. SD / X STAKE SET O IRON PIN FOUND • COPPER WELD FOUND NOTE: This Plot Plan was derived using construction plans and record drawings. This information was not necessarily confirmed by a field survey. Therefore, Foster Land Surveying, Inc. does not warrant the accuracy of the information contained hereon. All existing conditions should be verified by the Builder and Contractor prior to construction. Please report any discrepancies to 'Foster Land Surveying, Inc. immediately. Failure to do so will imply that the Contractor assumes all liability. NOTE: All utility connection points HOLEY MOLEY SAYS, \S \ to be verified by the contractor. Q? NOTE Utility connections and " °t- D?N T _ service laterals per utility companies standards of design, respectively. 6ru/F. DIG All connections to be coordinated V BLIND" with utility companies. CURB INLET v 111 I? _ TC ?85sT4 ??0•(? W/ APPROVED 886.44 SEDIMENT CALL TWO WGRKING DAYS BEFORE YOU DIGI CONTROL R- 12' INLET WITH APPROVED SEDIMENT CONTROL CASTALIA HOMES, LLC L%-j1 -JU 11V V 1LL2-1%JL'IJI `ijr VV ILO 'L VLl"11 Last Date of Fieldwork: 12-10-2007 WITHIN INDIANA 1-800-382-5544 / S 5?p. FpST., FROM OUTSIDE INDIANA 1-800-428-5200 •?GS7E[?F, SURVEYOR'S NOTE No. UNDERGROUND UTIUTIES HAVE BEEN LOCATED BY ABOVE ?=LS 20500003 GROUND EVIDENCE AND INFORMATION SUPPUED BY UTILITY , SPOTTERS. FOSTER LAND SURVEYING CANNOT GUARANTEE ? STATE OF THE ACCURACY OR COMPLETENESS OF THIS INFORMATION. ?'9''' /,N41AN?` O LOCATIONS OF UTILITIES AND STRUCTURES SHOULD BE VERIFIED PRIOR TO ANY CONSTRUCTION. 317-706-6770 - Foster Land Sulyeyi_ng, lnc. I MAPPING - SUBDIVISIONS - SITE DESIGN