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Home My WebLink About07120096 Sewer/Water Permit/sCITY OF CARMEL Item I of 1 PERMIT RECEIPT OPERATOR: plux COPY #r` : 1 Sec:20 Twp:18 Rng:3 Sub:HEK Blk:2 Lot:77 PARCEL ID ........: ZHEK77 DATE ISSUED.......: 12/27/2007 RECEIPT 4.........: 27081 REFERENCE ID ',# ...: 07120095 SITE ADDRESS .....: 2672 PARAMOUNT CIR SUBDIVISION ......: HEATHER KNOLL CITY .............: WESTFIELD IMPACT AREA ...... OWNER .......... .. : M/I HOMES ADDRESS ........ .. : 8500 KEYSTONE CROSSING CITY/STATE/ZIP . .. : INDIANAPOLIS, IN 46240 RECEIVED FROM .. .. : M/I HOMES Or INDIANA CONTRACTOR ..... .. : LIC # PRTMOO COMPANY ........ .. : R T MOORE CO INC ADDRESS ........ .. : 6340 LAPAS TRAIL 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 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 --- 14943 TOTAL RECEIPT 1396. 00 y' CITY OF CARMEL / CLAY TOWNSHIP Permit #: 07120095 WATER / SEWER PERMIT / RECEIPT Date: 12127/2007 PARCEL ID #: ZHEK77 LOT 8r SUBDIVISION: 77 HEATHER KNOLL ADDRESS OF CONSTRUCTION: 2672 PARAMOUNT CIR WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: M/I HOMES OF INDIANA CHECK #: 14943 EXCAVATOR INFORMATION: Name: R T MOORE CO INC Ph. #: (317) 291-1052 Fax #: Email: Street Address: 6340 LAPAS TRAIL INDIANAPOLIS, IN 46268 Bond Expiration: 02/08/2006 PERMITTYPE: USEWRWATR Special NoteslConditions: SEWERNVATER PERMIT LOT 77 HEATHER KNOLL, RESIDENTIAL WATER PERMIT - NO NOTES* "I he building & Sewer Shall be pvc sewer pipe meeting ASTM specifications 3034 SDR 35 of latest revision; or vitrified clay pipe. meeting AS TM specifications C-700 for extra strength clay pipet) f 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. 111 installations shall he "open trench" inspected mid approved by the Carmel Sewer Department before anv backfilline is done. Non- compliance may result in digging up the sewer installation and.%or denial of fume 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. Server inroeaions should be requested at (317) X71-2648 one to tour hours in advance. No inspections or installations will be made on Saturday or Sunday or holidays unle s 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 cut- a senarate Greet. cut permit shall he ohtamed. APPLICANT NAME: RL _ GROCE PAYMENT RECEIVED BY: Y 4 gqLk? FEES: $1,396.00 Permit Type Final Subdivision -- --- --- Heather Knoll --------------- Section Number 2 Lift'Station - --------- 23 126th Street Station ---- --------------=---- Treatment Plant ------- - MIX ---------- - Builder -------------- - MII Homes -------------- Phone Number ----- - --------------317.896.5281 Parcel Acreage --------------------------------- EDUin Gallons 310 Invoice Number Lot Number 77' Address Number -------- 2672 ---------- - Address 2 Street ----------------- Paramount Cir, -=------- ---------- 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 backflling with stone to twelveinches 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 orbuilder) 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-723 HK-722 DSMH Grease Trap No Slab Foundation No Lid Elevation 917.13 it 918.39 ft ------------ --'- - -- --------------- ---------- Grit lnterceptor No Crawl Space No First Floor Elevation 918.50 fl 918.50 it - Grinder Station No Basement Yes Basement Elevation 909.50 it 9_09.50 fl --------- -------------- Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor v1.37 =oil 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 Developer/Owner. Conditional Permit Terms: All conditions have been met Connection to the sanitary sewer is. now permitted. G By signing below, I attest that I am. familiar with the District's specifications and agree to accept. responsibility for all work done under this permit. Builder I Owner Signature C(y???Phone Number Printed Name clc? Approve Permit Date 1212712007 Candy d. Feltner, 06ector of Administration & Customer Service Revised 726107 'Permit is valid for ONE-YEAR from the date issued. Permit valid only with CTRWD seal in red ink. Residential . SANITARY SEWER PERMIT 00754 INDIVIDUAL LOT I 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 ina 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 SDIt26, ASTM D3034, SIX INCH PIPE PVC PRESSURE RATED PIPE: SDR 21, ASTM D2241, SIX INCH PIPE RESTRAINED JOINT PVC PIPE (DIRECTIONAL DRILLf: 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'sallowed) 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 S 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 fiftp://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 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 10109107 The Schneider Corporation 1301fiaeerlos 6901 ous Avenge 90neyInY iWlwic Port Harrison landscape Architecture Indianapolis, lhdlane 16216-1037 ale • Us 917-628-710D Geology S • 917-626-720° PAY This Plot Ran Prepared For MA Hanes Lot # 77, containing 12,150 S.F.t, in Heather Knell Plot Pion Legend Section , 2 (? Proposed Grades Instrument # 2006-00004470 oot3D Existing Grades PC 4 Slide 13 ?00k0 Apprrox. ateral Location Clay Township. Hamilton County - e Sanitary Sewer Lines SEC X 718K RODE sr- - v - Storm Sewer Lines Water Service Lines 2672 Paramount Circle ( 50' 11/1111) - - - - - - - Sub-Surface Dross Liles Westfield, IN 46074 ® Q Manhole (Sanitary at Storm) Beehive Inlet (Storm) ' Prepared Date: 12/19/07: By. AMA ® Curb Inlet (Storm) Community Restrictions: ' D End Section (Storm) Fire Hydrant min. Side Yard = 3 o . e e . - Flow Line of scale Aggregate = 6' B.H. - Building Line (BL / BSL) Zoning - S1 - - - - - - - Easement Line MA HOMES Pad Grade = 917.8 per record drawing Pad Grade + 0.2' = Garage FFE (918.0 ) Garage FFE + 0.5' = Residential FFE (918.5 ) Residential FFE - 9.0' = Basement FFE (909.5 ) Driveway Slope = 3.6% Note : The garage finished floor elevation is 1.3' above the curb of the drive, per plan. GROUND COVER CALCULATIONS: Drive = 885 SFt Public Walk =369 SFf Private Walk =N/A SF! Seeding =6,914 SF:: Sod =282 SYt, from front of residence. Note Sanitary Sewer Top of Casting Information Upstream Manhole, TC= 917.13 Downstream Manhole, TC=918.39 per record drwg. Note the contrador is to maintain a minimum distance of ten feel (10') between the sanitary sever and water the laterals. Note: Builder to ensure positive drainage away from structure(s). REVISION /1 ADDED FIREPLACE 12-20-07 AMA FLOOD HAZARD STATEMENT CERTIFICATION ',LOT # 7 r W7.00MO V C.A. /7 VAR. OU&S.S.E.& L.M.A.E.&P.I.E.E. LAKE 13 N.P. = 911.50 100 YEAR ELEV = 914.36 90.00' " 15' O.E. I W F- - j - c f l - l KS w c l m O n O ? f v,y 16.0' 11.96 S J604 V r p O ¢ O I WESIHROOItE C '? Lri I 5Y ? RE W RESIDENCE CRAWL / ? 9.1T CRAWL I ? err 3 I to. 'c - '25' ELL zo' D.u.9E. 26.0' n 36.0 90.00' -- --------- -- TC=9I6.M 'ER-RECQID acs'w sou No. --(4 4 .S0303 ?' REM RWG STATE OF l? IAN.... MN HK122 V U-1 TC=91&39 PER RECORD ORATING This drawing is not intended to be represented as o 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 mop scale uncertainty and to any other uncertainty in location or elevation on the referenced flood insurance rate map (FIRM). ALL of the within described land DOES NOT UE within that special flood hazard zone 'A', as said land plots by scale on Community Map Panel / 16057C0205F of the flood insurance role maps (FIRM) for Hamilton County, Indiana, Dated May 19, 1981. PARAM 16.0' 62.3' o?o Assumed North 30' r54.6' I n 9W Q R, PUMP. d e ? R ? ? ^ SUMP 13.0' I L SUMP ' 11. 1.OD THREE CAR ,o PORCH GARAGE - - -25' B.L. '1 CONC. a 1 20' D.U.6E. OIIVE - 1 85.I 16' 5' WALK 5' WAIL( ---------- ------ 7BY 30.0' PE7 Of "-16.7 ROLL OM °-B 916.84 dT CIRCLE 4.0' l/J 5' WALK O? MH KK723 .jQ TC--917.13 PER RECOF DRAWING `?0 D.11 i 4:1 SLOPE o 4.3 SLOPE TYPICAL SWALE SECTION NOTE: IN THE RESIDENTIAL DISTRICTS LUTING 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. Note: This drawing is based on construction plans or record drawings, and is not based upon a field survey. The Schneider Corporation does not warrant the accuracy or sufficiency of this information. Contractors should verify existing conditions prior to any construction. Any discrepancy found on this drawing should be reported to The Schneider Corporation immediately, fading to do so results in the contractors assumption of all liability. Note The baxmrnt elevation. depicted hereon, has been delmniad and based on the pod grades emd/err contours lot= from the constructor plans for this subdivision, UNe s stated, no information about fluctuating rota table, soil cort6tians, or soil types has been provided or stated an mid plan This lot is located near a body of water. Lot or so9 conditions may repnFe that the basement Moor, elevation be held 2 foot above normal pool elevation. Site imetigotian may be needed if water 6 encountered drag the esoovotion process or if other known enter devotion o soils conditions ore preserl. Mveligofim and my rerned'iol procedures is at the discretion of the builder to detrmia and take appropriate steps of action. If my gramd eater is mcomtered during excavation the Wide is mcauroged to centoct The Sdeaidr Corporation to deans possirle courses of action. NOTE: SUMP PUMP(S) TO BE PLACED BY BUILDER AS NEEDED. O