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Home My WebLink About07100119 Sewer/Water Permit/sCITY OF CARMEL Item 1 of I PERMIT RECEIPT OPERATOR: plux COPY {i 1 Sec:20 Twp:18 Rna:03 Sub:HEK Elk:l Lot:28 PARCEL ID ........: ZHEK28 DATE ISSUED.......: 10/1B/2007 RECEIPT 4........•: 26574 REFERENCE ID # ... 07100113 SITE ADDRESS .....: 14276 CAMDEN L•N STEDIVISION ......: HEATHER KNOLL CITY .............: WESTFIELD IMPACT AREA ....... OWNER .......... ..: M/I HOMES ADDRESS ........ ..: 2500 KEYSTONE CROSSING CITY/STATE/ZIP . ..: INDIANAPOLIS, IN 46240 RECEIVED FROM .. ..: M/I HOMES CONTRACTOR ..... .... LTC 4 XRTMOOR COMFANY ........ ..: R.T. MOORE CO., INC. ADDRESS . ..: 6340 LAPPS TRL CITY/STATE/ZIP . ..: INDIANAPOLIS, IN 46268 TELEPHONE ...... ..c 1317) 291-1052 FEE ID UNIT QUANTI TY AMOUNT PD-TO-DT THIS EEC - NEW BAL --------- ---------- USFWATCONN ------------- ------ 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 PERM TOTAL IT 0.00 --- 1396.00 -- 1396.00 0.00 ME'T'HOD OF PAYMENT AMOUNT NIT TER -- - ---- -- CHECK ---------- 1396. -- 00 ------- --- - 1 Bc-0 TOTAL RECE IPT 1396. 00 ;.: CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT PARCEL ID.#: ZHEK28 LOT & SUBDIVISION: 28 HEATHER KNOLL ADDRESS OF CONSTRUCTION: 14276 CAMDEN LN WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: M/I HOMES CHECK #: 14840 EXCAVATOR INFORMATION: Name: R.T. MOORE CO., INC. Ph. #: (317) 291-1052 Fax #: Email: Street Address: 6340 LAPAS TRL INDIANAPOLIS, IN 46268 Bond Expiration: PERMIT TYPE: USEWRWATR ; SFWFR/WATER PERMIT Permit #: 07100113 Date: 10/1812007 Notteslconomons: LOT 28 HEATHER KNOLL, WATER PERMIT NO NOTES' 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 accord ancc 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. Sack Water check valves shall be installed in accordance with City Code Section . 9-122(u), and seuions 1'3'008.1 and 3 of the International Residential Code. All building sewers steal l be 6-diameter 411 installations shall he "open trench' in-nected and approved by the Carmel Sewer Department before anv backfillinc is done. Non-' compliance may result in digeing up the sewer ins!allatiun and/or denial of future sewer permits and/or denial orwater connections. No rOOUne Or foundation drains or other sources ofground water or storm water shalt be permitted to enter the public sewer. Sewer inspections should be renuested at 617) 571-2648 one to roar 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-. Ifany street mnM. he c111. H senatate.5treel Cln,nermil shall he, nbriiuCd_ APPLICANT NAME: R.L. GROCE PAYMENT RECEIVED BY: FEES: S1,396.00 Regional Waste District Residential SANITARY SEWER PERMIT 00631 INDIVIDUAL LOT/ EXISTING BUILDINGS Permit Type ---------- Final -------------------------- Subdivision Heather Knoll Section Number 1 Lift Station ---------- 23 126th Street Station -------- Treatment Plant MIX Builder -- M/1 Homes Phone Number Parcel Acreage EDU in Gallons 310 Invoice Number Lot Number 28 Address Number 14276 -- --------- Street ----------------- Camden Ln city ------------------- Westfield ----------- Zip Code --------------- 46074 -------------------- County Hamilton Local Sewer Charge - l - -------------------------- Plan Review and Inspection _ Application Fee $100 00 ---------- --------------- EDU Fee $1,650.00 Interceptor Fee 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 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 HK-710 HK-7og DSMH- Grease Trap ------ No ----- Slab Foundation ---No- Lid. Elevation 916.39-1 -------- 917.54ft - - Grit Interceptor ---- No ----- Crawl Space No First Floor Elevation 918.60 ft, - -------- 918.60 it --------- Grinder Station No Basement Yes Basement Elevation 909.60 ft 909.60 ft - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - Calculation is based on both Manhole Lid Elevations and the elevation of the first Floor 2.211F-- .21 - 1.06 Per Ordinance 9-13-99 and the. elevations provided, the substructure shall be plumbed by: Ejector Pump The District reserves the right to inspect altsump' pump connections to ensure no illegal connections have been. made. /Z G 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 By signing below, I attest that I am familiar with the District's spa ications and agree to accept responsibility for all work done under this permit. Builder/ Owner Signature s C? ,4phone Number 0 Printed Name ce- Approl rte Permit Date 1011812007 er, Dnectwo/AtlmfMSfrahon6CUSfomer Seance Revised 7126107 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 stank 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 Districts 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 septictank "... 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, SIXINCH 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 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.orgl. 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 10109/07 The Schneider Corpore0oa 8901 DUN Amos fOslmic Port HuTto n htdtampaas, lodleas 48MO-1037 317-826-7100 317-828-7200 I'AI This Plot Plat Prepared For MA Homes Lot # 28, containing 10,261 S.F.+, in Heather Knoll Section # 1 instrument PM50OW3045 P.C. 3, Slide 560 Clay Township, Hamiton County SEC 40, TION, R03E 14276 CAMDEN LANE ( 50' R/t) Westfield, IN 46074. Prepared Date: 10/01/07: By. KAG Community Restrictions: Side Yard = 3' min. Aggregate = 6' B.H. Zoning - S1 MA HOMES Pad Grade = 917.9 per talc. Pad Grade + 01 = Garage FFE (918.1 ) Garage FIFE + 0.5' = Residential FIFE (918.6 ) Residential FFE -9.0' = Basement FFE (909.6 ) Driveway Slope = 4.2% NOTE: GARAGE F.F.E. IS PROPOSED TO BE 1.5' ABOVE CURB AT DRIVEWAY T.B.M. GROUND COVER CALCULATIONS Drive = 853 SF+ Public Walk =319 SF+ Private Walk =N/A SFt Seeding =5,246 SFt Sod = 263 SY+, from front of residence. FLOOD HAZARD STATEMENT CERTIFICATION 1. zzi:'e- NO. S0303 STATE OF ''••r't''..Q gyo...SDf URV A1'1P .. ?q VAR. CA REVISION ,V1 DELETED FULL BSMT.. FULL PORCH. 4' COMBINED BUMP AND BREAKFAST BAY ADDED PARTIAL BSMT. V B07.0081531 10112107 - KAG This drawing is not int ded T epresented as a retrocement or original boundary survey, a route survey, or a Surveyor Location Report. Flood Hazard Statement: The accuracy of any flood hazard data shown on this plot plan is subject to map scale uncertainty and to any other uncertainty in location or elevation an the referenced flood insurance rate map (FIRM). ALL of the within described land DOES NOT LIE within that special flood hazard zone 'A', as said land plots by scale on Community Map Panel 11800810001C of the flood insurance rate maps (FARM) for Hamllon County, Indiana, Doled May 19, 1981. Note: Sanitary Sewer Top of Casting Information Upstream Manhole, TC=916.39 Downstream Manhole, TC=917.54 per record drwg. Note: The contractor is to maintain a minimum distance of ten feet (10') between the sanitary sewer and water line laterals. Note: Budder to ensure positive drainage away from structure(s). Note: The basement elevation, depicted hereon, has been determined and band an the pod grades and/cur ctnlaurs laken from the construction plans far this subdivision. Uedess stated, no information about 8uctuatn9 eater tables, 9011 conditions, cur sari types has been provided ar slated an said plans. This lot is located near a body of eater. Lot or sat conditions may require that the tasemnt floor elevation be held 2 loot above normal pod dewition. Site investigation may be needed if water is encountered dung the excavation process or if other lam; water devotion a sots conditions are present Investigation and any rendered procedures is at the dwadion of the builder to determine and take appropriate steps of action. II any gourd water is encountered during escovaticn the buidw is encouroged to eantdet The Sduroider Caporatioi to discuss podai course of oction. SUMP PUMP(S) TO BE PLACED L?OT M# p2 ?8 p BY BUILDER AS NEEDED. VDV7.1J1/?77 Call Permits Plus 'Or P/U 928.1 or Rick @ 506.1376 NHR 0 . / TC=916.39 V Assumed North L PER RECORD Scale : 1' = 30' DRAWING i3 PI 917.8 128.30 H0.3'1 i u.Y 1 50.4 3167 Y an i E 4115 m ?fri Ii Co P 1.00 i F cz (] 6 8 D] e O Ny' U KS$ I IL7 l I X cur ZrsC( y'0'0 &O*Ut6 Nate: 3Wyyl This drawing is based on construction plans or record drawings, Iacdseepe Arcmtecaae and is not based upon a field survey. The Schneider Corporation as - LIS does not warrant the accuracy or sufficiency of this information. Geology - Contractors should verify existing conditions prior to any construction. Any discrepancy found on this drawing should be reported to The Schneider Corporation immediately, falling to do so results in the contractors assumption of oil liability. Plot Plan Legend Proposed Grades 000.0 Existing Grades s000A- Contour Grade * Approx. Lateral Location e Sanitary Sewer Lines Storm Sewer Lines - v - Water Service Lines - - - - - - - Sub-Surfoce Drain Lines ® Manhole (Sanitary or Storm) ® Beehive Inlet (Storm) - ® Curb Inlet-(Storm) D End Section (Storm) Fire Hydronl Flow Line of swale - - Building Line (BL / BSL) - - - - - - - Easement Line -)e1 I ---- N l I W 30.0• 0 - B-B ? o c m k I I W IIvvII NL ¦ in On z Z r . 10.-w M o W tN I ? U 1 127.22' 06'\41 e`S 4 rt,n, t b z 4-1 ?a'E ° A 1ppE TYPICAL SWALE SECTION NOTE: IN THE RESIDENTIAL DISTRICTS UMITING HEIGHT TO TWENTY-FIVE (25) FEET, A DWELLING MAY BE INCREASED IN HEIGHT TO THIRTY-FIVE (35) FEET PROVIDED THE SIDE AND REAR YARDS ARE INCREASED AN ADDITIONAL FOOT FOR EACH FOOT SUCH STRUCTURE EXCEEDS TWENTY-FIVE (25) FEET IN HEIGHT. PER CARMEL ZONING ORDINANCE 26.1.1.