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Home My WebLink About07120094 Sewer/Water Permit/sCITY OF CARMEL Item 1 of 1 PERMIT RECEIPT OPERATOR: plux COPY # : 1 Sec:20 Twp:18 Rng:03 Sub:HEK Blk:l Lot:25 PARCEL ID ........: ZHEK25 DATE ISSUED.......: 12/27/2007 RECEIPT #......... 27080 REFERENCE ID # ...: 07120093 SITE ADDRESS .....: 14273 SAINT CLAIR LN SUBDIVISION ......: HEATHER KNOLL CITY .............: WESTFIELD IMPACT AREA ....... OWNER .......... .. : M/I HOMES ADDRESS ........ .. : 8500 KEYSTONE CROSSING CITY/STATE/ZIP . .. : INDIANANPOLIS, IN 46240 RECEIVED FROM .. .. : M/I HOMES OF INDIANA CONTRACTOR ..... .. : LIC # XRTMOOR COMPANY ........ .. : R.T. MOORE CO., INC. ADDRESS ........ .. : 6340 LAPAS TRL CITY/STATE/ZIP . .. : INDIANAPOLIS, IN 46268 TELEPHONE ...... .. : (317) 291-1052 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC - NEW BAL - -- ---------- USFWATCONN ------------- ------ FLAT RATE - i. -- ---------- -- - 00 1310.00 0.00 -------- 1310.00 0.00 UNATERTAP FLAT RAVE 1. 00 86.00 0.00 - - 86.00 --------- 0.00 ---------- TOTAL PERM IT ---------- --------- 1396.00 0.00 1396.00 0.00 METHCD O PAYMENT AMOUNT NUMBER ------------------ ---------- CHECK ------- ---------- 1396. -- 00 14945 TOTAL RECE IPT 1396. 00 CITY OF CARMEL / CLAY TOWNSHIP Permit #: 07120093 1 WATER / SEWER PERMIT / RECEIPT Date: 12/27/2007 PARCEL ID #: ZHEK25 LOT & SUBDIVISION: 25 HEATHER KNOLL ADDRESS OF CONSTRUCTION: 14273 SAINT CLAIR LN WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: M/I HOMES OF INDIANA CHECK #: 14945 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 ; SEWER/WATER PERMIT Special Notes/Conditions: LOT 25 HEATHER KNOLL, RESIDENTIAL WATER PERMIT 'NO NOTES The building & Sewer Shall be pve 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 AS7;M 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 113008.1 and 2 or the International Residential Code. All building sewers shall be 6" diameter. All installations shall be "open trench" inspected and unproved by the Carmel Sewer Department before any backfilline is done. Non- compliance may result in digging up the sewer installation and,'or denial of future sewer permits and/or denial orwatcr connections. No footing or foundation drains or other sources of ground water or storm water shall be permitted to enter the public sc,ver. Sewer inspections should be reoue sted 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 street must he em- a scnarate street cot nerrnit shall he. ohmined. APPLICANT NAME: RL GROCE I PAYMENT RECEIVED BY: FEES: $1,396.00 Permit Type, --------- Final -.----- -------------- ----- Subdivision - - ------- - Heather Knoll --- ----------- - ------ Section Number ------- 1 --------------------------- Lift Station 23 126th Street Station Treatment Plant ------- MIX. ------------------- Builder M/1 Homes Phone Number 317-896-5281 Parcel Acreage --------------------------------- EDU in Gallons 310 Invoice Number Lot Number 25 Address Number 14273 Address 2 Street ----------------- Saint Clair Ln --------- -- ---- City Westfield Zip Code 46074 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. 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-708 HK-707 DSMH Grease Trap No Slab Foundation No Lid Elevation 920.80 ft 917.99 fl Grit Interceptor No Crawl Space No FirstFloor Elevation 921.60 ft ---------- 921.60 ft ----- ---- Grinder Station No Basement Yes Basement Elevation 912.60 ft - ------------ -- - - 912.60 ft - - - -- Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor 0.80 ----3.61J Per Ordinance 9-13-99 and the elevations provided„ the.substructure shall be plumbed by: Ejector Pump Only 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 Developp 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 spec(.df bons and agree to accept responsibility for all work done under this permil. Builder 1 Owner Signature -Phone Number Printed Name Approve` By?? Permit Date 1212712007 ?1:a err BrtecAxohldmmrshefreni6uctomer Service Revised 7126107 Permit ismalid-for ONE-YEAR from the date issued. Permit valid only with CTRWD seal in red ink. KesHtentiai SANITARY SEWER PERMIT 00755 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 daysof 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 inspectormust 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 femco's allowed) DUCTILE IRON MECHANICAL' COUPLING WITH PROPER FITTINGS PRIVATE GRINDER,PUMPS ACCEPTABLE PIPE MATERIAL: HDPE`DR11 with Compression Fitting s,'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 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 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 within3 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°AII District standards can be located on our web site at, h tt p: //www: ctrwd.org/, Clay Township Regional.Waste District 10701 College Avenue -Suite A Indianapolis, Indiana 46280 12. Septic effluent shall riot 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 U. 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 verity 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 3ehoeider Corporation 8907 aW Armen Hlslmie port eermoo mdienepdh, fodlme 18219-1037 917-876-7100 317-928-7200 PAY This Plot Plan Prepared For MA Homes Lot # 25, contoining10,260 S.F.t, in Heather Knoll Section 0 1 Instrument PM50OW3045 P.C. 3e Slide 560 Clay Tt>"ipr Hamilton County SEC X TISK R03E 14273 Saint Clair Lane ( 50' R/W) Westfield, IN 46074 Prepared Date: 12/19/07-:-By.- AMA Community Restrictions: Side Yard = 3' min. Aggregate = 6' B.H. Zoning - S1 M/1 HOMES Pod Grade = 920.9 per pion Pod Grade + 0.2' = Garage FFE (921.1 ) Garage FFE + 0.5' = Residential FFE (921.6 ) Residential FFE - 9.0' = Basement FFE (912.6 Driveway Slope = 3.1% NOTE: GARAGE F.F.E. IS PROPOSED TO BE 1.1' ABOVE CURB AT DRIVEWAY T.B.M. GROUND COVER CALCULATIONS: Drive = 861 SFf Public Walk =319 SFt Private Walk =N/A SFt Seeding =5,175 SFf Sod =264 SYt, N from front of residence. Note: Budder to ensure positive drainage away from structure(s). TCC--9.8800 ODRAWINGG FLOOD HAZARD STATEMENT CERTIFICATION ` \\ \\\\\ \\ \ C 11111 I I I I I )I I I I! ???? o No. S0303 STATE OF ,? ''• ?'V//,,CN DIA SUR N.,V >6 Note: SareThR This drawing is based on construction plans or record drawings, Imdeeape ereWeduni and is not based upon a field survey. The Schneider Corporatioi 0 -us does not warrant the accuracy or sufficiency of this nformatkx Genially _ Contractors should verify existing conditions prior to any construction. Any discrepancy found on this drawing should be reported to The Schneider Corporation immediately, failing to di so results in the contractors assumption of all liability Plot Plan Leaend Proposed Gerdes 000.0 Existing Grades ?000.0? Contour Grade * Approx. Lateral Location - t - Sanitary Sewer Lines Storm Sewer Lines - v - Water Service Lines - - - - - - - Sub-Surface Drain Lines ® Manhole (Sanitary or Storm) ® Beehive Inlet (Storm) IN Curb Inlet (Storm) D End Section (Storm) Fire Hydrant Flow Line of swale - Building Line (BL / BSL) - - - - - - - Easement Line Note: Sanitary Sewer Tap of Costing Information Upstream Manhole, TG 920.80 Downstream Manhoe, TC=917.99 per record drwg. Note The controcla is to maintain o minimum distance at ten feet (10') between the sanitary sewer and water tire laterals. This drawing is not inte dad to a represented as a relrocement 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 on the referenced flood insurance rate mop (FIRM). None of the within described land lies within that special flood hazard zone 'A', as said land plots by scale an Community Mop Panel / 1BOO810001C of the flood insurance rote mops (FIRM) for Hamilton County, Indiana, Dated May 19, 1981. Note: The basement devitim depicted hereon, hen been determhod od based on the pod grades and/a contours taken from the construction plans for ft n6diwsion. Udess sloted, no information about 9ocluating water lobla, sit conditions, a sd types has been provided or slated on acid pan This lot is located near a body of woler. Lot ar eel cord lions may require that the basement floor devotion be had 2 tool above nomnd pool devolim Tile investigation may be needed if water is mcoontered long the e¢ovolim process or if other loam wda elevation a soh om kinei are present. Imestigotion and my remedial procaAmns is at the dovetion of the binder to dete rnne and lake appropriate steps of action. If my grand water is encantered during movation live builder is encaroged to contact The Schneider Corporation to dinxim pmsiLle courses of octim. NOTE: O SUMP PUMP(S) TO BE PLACED BY BUILDER AS NEEDED. LOT #/2?5 0 s /W7.V1J0?/??/? e4VYV R Assumed North Scale : 1' = 30' Z 41 S?OPf °i 4.1 SLOpE TYPICAL SWALE SECTION NOTE: IN THE RESIDENTIAL DISTRICTS LIMITING 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.