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Home My WebLink About08020023 Sewer/Water Permit/sPermit Type Subdivision Section Number Lift Station Treatment Plant Builder Phone Number Final Heather Knoll 1 23 126th Street Station MIX Mil Homes 317-896-5281 Parcel Acreage EDU in Gallons 310 Invoice Number Lot Number Address Number Address 2 Street City Zip Code County 19 14357 Heather Knoll Pkwy Westfield 46074 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 pennitted 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 8449200 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 HK-712 HK-711 DSMH Grease Trap No Slab Foundation No Lid Elevation 918.24 ft 919.76 R Grit Interceptor No Crawl Space No First Floor Elevation 920.90 ft 920.90 ft Grinder Station No Basement Yes Basement Elevation 911.90 ft 911.90 ft Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor 2.66 1.14 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 times. 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. M??T00 ???PHA? MA c? C 1 RWD By signing below, I attest that I am fglniliar with the Dist ict's specifications and agree to accept responsibility for all work done under this permit. Builder/ Owner Signature Printed Name Approved Phone Number Permit Date 113112008 Revised 112108 Permit is valid for ONE-YEAR from the date issued. Permit valid only with CTRWD seal in red ink. Keslaentlal SANITARY SEWER PERMIT 00794 INDIVIDUAL LOT ! EXISTING BUILDINGS 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://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 10109107 S!L- The 9eburlder Corporation a9m arts k"min Metairie W Mimi. on hanspokw Indhne 16 6-1097 St7-12e-7100 317-M-7200 VAX FLOOD HAZARD STATEMENT CERTIFICATION This Plat Plan Prepared For MA Flw= Lot J 19, containi912,738 S.F.t, in NODOW K"d swum 11 P.G ?. Slide 560 Clay TowlOW Hamiton Count SEC X TIM RU 14357 Heather Knoll Parkway ( 70' R/*) Westfield, IN 46074 Prepared Dote: 01/28/08 : By. AMH Cammunily Reslrictiom Side Yard = 3' min. Aggregate = 6' B.H. Zoning - S1 MA HOMES Pad Grade = 920.2 per plan Pod Groe + 01 = Goroge FFE (920.4 } Garage FFE + 0.5' = Residential FFE (92a q ) Residential FFE - 9.0 Basement FFE (911.9 } Driveway Slope = 1.65 NOTE: GARAGE F.F.E. IS PROfVSED TD BE 01 ABOVE CURB AT DRIVEWAY T.B.M. Nolc Sanitary Sewer Top of Costing Infonrrolion Upstream Manhole, TC=91@.24 Dornstreonn Manhole. TC=919.76 per record dreg. Note The contractor is to rnailtrin a minimum distance of ten feet (To') between the sanitary sever and hater line kiterab. GROUND COVER CALCULATIONS: Drive = 974 SFt Public Walk =1,158 SF+ Private Walk =N/A SFt Seeding = 7,026 SF+ Sod = 476 SYt, from front of residence. Nate; Budder to ensure positive drainage away from structure(s). Note: This drawing is based an construction plans or record drolmgs, LWAO P kftdatem and is not based upon a field survey. The Schneider Corporation Go -in does not worront the accuracy or sufficiency of this information. "Wee Contractors should verify existing conditions prior to any construction- Any discrepancy found an this drawing should be reported to The Schneider Corporation immedwtelf, failing to do so results in the contractors assumption of oil licbiity. Plat Plan Legend Note the bas rrieni devotion, depicted hereon, has been delernrrled Proposed (fades and bared m the pod grodes and/err rontaun alien from the 000.0 Existing Grodes sanstruetim tdmo for This subdivision. WOM stated no r OOD.Q? Contour Grade infarmtkn doul Wuoting Bola tables, d om$limm or Sall * Approx. Lateral Location typo hos ban provided err stated m avid Ova We lot Is Sanitary Sewer Lines booked new o bade of water. Lot or d cardtk m may row*e sir Storm Sewer Lines Uot the tom, I kor devotion be laid 2 foot above nwind v Water Service Lines Pool elevolion. Ste knedigollon may be needed if Voter is - - - - - - - Sub-Surfoce Drain Liles encountered during ere own+dim process or if othar 6von e1 Manhole (Sanitary or Storm) scow elewtirr err waits oondfttars OR PrNnt. hvveeTTgatlan a4 Beetlive Inlet (Siorm) any rww" procedure Is at the dhairtlon of The bukw to Curb Inlet (Storm) detemrine and Tape appropriate steps of action. K my ground p D End Section (Storm} voter is maunterd during excavation the buidr is ancorsoged Ak. Fire Hydrant to contest The schroadir corporofian to am" posstde ca a s of octim. - -0 e - a e a - Flory Lyle of swde Building Lire (BL / BSL) NOTE - - Ft _- - - Easement Line SUMP PUMP(S) To BE PLACED 4T2 BY EKJK ER AS NEEDED. STR. rrt ga. ? 95.00' 15' D.E. I.r]' d 30.0' Q-11 W J Z W t? U 51.5' WMERICK A F MddM RE510Et1CE ow Co 0 Sri M TWEE CAR GARAGE 9 `??????,?? t 11 t 116 t 1 I I I I I I J I! 1! r l r I r r r?ii?? M S03?3 STATE OF ff?? rtityt Aµ?•.?Q?y? 1?? ?, ?9 711 r,?rrlml?niltntn',tu???? RECORD I OR WG This drawing is not int ded to a represented as a retracement or original boundary survey; 0 r0Ule survey, or a Surveyor Locotion Report. Flood Hazard Statement: The accuracy of any flood hazard data shown an this Oct pion is subject to map scale uncertainly and to any other uncertainty in location or elevation on the referenced flood insurance rote map (FRNI. ALL of the within described land DOES NOT UE within that special flood hazard zme W, as said lard plots by scale on Community Wop Panel / 1BM10DOIC of the flood Insurance rate maps (FIRM) for Hamilton County, Indians, Dated May 19, 1981. a: 20.33' tour n?,m -LU 25' B.L. - - '? ZO' D.U.&E. MW_ DQK ' 74.90 ;ao 5` tlAllf I I PS - 14.6 5 p f B-0 PER RM EILEY=919.7 HEATHER KNOLL LOT# 19 Z _ 4-1 ° COPE SL ? pp? 4.1 TYPICAL SWALE SECTION NOTE: IN THE RESIDENTIAL DISTRICTS LIMITING HEIGHT TO TWENTY-FIVE (25) FEET, A DUIELLINIG -Arm- MAY HE INCREASED IN HEIGHT TO THIRTY-FIVE (35) FEET PROVIDED THE SIDE AND REAR YARDS ARE Q INCREASED AN ADDITIONAL FOOT FOR EACH FOOT Assumed North SUCH STRUCTURE EXCEEDS TWENTY-FIVE (25) FEET Scale - 1" = 30' IN HEIGHT. PER CARMEL ZONING ORDINANCE 26.1.1. CITY OF CARMEL Item 1 of 1 PERMIT RECEIPT OPERATOR: t COPY 4 : 1 Sec:20 Twp:18 Rng:03 Sub:HEK Blk:l Lot:19 PARCEL ID ........: ZHEK19 DATE ISSUE.D....... : 02/05/2008 RECEIPT #......... : 27329 REFERENCE ID # ...: 08020021 SITE ADDRESS .....: 14357 HEATHER KNOLL PKWY SUBDIVISION ......: HEATHER DOLL CITY ............. : WESTFIELD IMPACT AREA ...... OWNER ............. M/I ADDRESS ........: 8500 KEYSTONE CROSSING CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46240 RECEIVED FROM CONTRACTOR ... COMPANY ...... ADDRESS .. CITY/STATE/ZIP TELEPHONE .... M/I HOMES OF INDIANA LIC # XA-1SUP A-1 SUPERIOR EXCAVATING 31143 ROSEWAY DR INDIANAPOLIS, IN 46226 (317) 898-0767 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW BAL ---------- ------------- ---------- ---------- ---------- ---------- ---------- USFWATCONti- 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 PERMIT : 1396.00 0.00 1396.00 0.00 METHOD OF PAYMENT AMOUNT NUMBER ----------------- ------------ ------------------ CHECK 1396.00 14976 TOTAL RECEIPT 1396.00 CITY OF ICARMEL / CLAY TOWNSHIP Permit #: 0802002' WATER / SEWER PERMIT / RECEIPT Date: 02/05/2008 'h:iP V4 PARCEL ID #: ZHEK19 LOT 8i SUBDIVISION: 19 HEATHER KNOLL ADDRESS OF CONSTRUCTION: 14357 HEATHER KNOLL PKWY WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: Mil' HOMES OF INDIANA CHECK #: 14976 EXCAVATOR INFORMATION: Name: A-1 SUPERIOR EXCAVATING Ph. #: (317) 898-0767 Fax #: Email: Street Address: 31143 ROSEWAY DR INDIANAPOLIS, IN 46226 Bond Expiration: 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 70t1 for extra strength clay pipe of latest revision unless other materials are hereby permitted in writing. The sewer shall be installed in accordance with .ASTN€ 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 "oven trench" inspected and approved by the Carmel Sewer Department before any backfillina 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 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 14 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 mu;l he cut a senamir street cut nermit shall he obtained. APPLICANT NAME' R L GROCE PAYMENT RECEIVED BY FEES: $1,396.00 PERMIT TYPE: USEWRWATR ; SEWERIWATER PERMIT