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Home My WebLink About07100151 Sewer/Water Permit/sCITY OF CARMEL Item 1 of 1 PERMIT RECEIPT Sec:20 Twp :18 Rng:03 Sub:HEK Blk:l Lot:18 PARCEL ID ........: ZHEK18 DATE ISSUED.......: 10/24/2007 RECEIPT #.........: 26622 REFERENCE- ID # ••.: 07100148 OPERATOR: plux COPY # : 1 SITE ADDRESS .....: 14365 HEATHER KNOLL PKWY SUBDIVISION ......: HEATHER KNOLL CITY .............: WESTFIELD IMPACT AREA ...... OWNER ............ : M/I ADDRESS .......... : 8500 KEYSTONE CROSSING CITY/STATE/ZIP ... . INDIANAPOLIS, 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 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 14861 TOTAL RECEIPT 1396.00 Permit CITY OF CARMEL / CLOY TOWNSHIP #: 07100148 w WATER / SEWER PERMIT / RECEIPT Date: 10124/2007 ?-tt!UILMF.' PARCEL ID #: ZHEK18 LOT & SUBDIVISION: 18 HEATHER KNOLL ADDRESS OF CONSTRUCTION: 14365 HEATHER KNOLL PKWY WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: M/I HOMES OF INDIANA CHECK #: 14861 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 ; SEWERIWATER PERMIT Noteslconanlons: LOT 18 HEATHER KNOLL, WATER PERMIT ' NO NOTES The building & Setter Shall be pec sewer pipe netting ASTM specifications 3034 SDR 35 of latest revision: or vitrified clay pipe. meeting ASTM specifications C-700 for extra strength clap pipe of 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. [lack Water check valves shall be installed in accordance with City Code Section 9-122(a). and sections P3008, I and .2 of die International Residential Code. All building sewers shall be 6" diameter. All installations hall be"open trench" inspected and appro ved by the Carmel Sewer Department before any backfillina is done. Non- compliance may result in digging up the sewer installation andior denial of future sewer permits and/ur 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 setter. Setter inspections should be requested at (317) 571-7648 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 CNGINEER'S OFFICE, If any street must. he clu. a separate street cut. nermit shall he obtained. APPLICANT NAME: ((/ PAYMENT RECEIVED BY: FEES: $1,396.00 Regional Waste District rcesiaential SANITARY SEINER PERMIT 00670 INDIVIDUAL LOT! EXISTING BUILDINGS Permit Type Final Subdivision Heather Knoll Section. Number Lift Station _ 23-1-26th-Street Station Treatment Plant MIX Builder --------------- ---------------- M11 Homes Phone Number Parcel Acreage EDU in Gallons 310 -------------------------------- Lot Number 18 Address Number 14365 Street Heather Knoll P-kwy City Westfield Zip Code ----------------- 46074 ------------------ County Hamilton Local Sewer Charge -------- ----------------- Plan Review and Inspection Application Fee -- EDU Fee ----------------- $7;650:00 ---------- Interceptor Fee Invoice Number 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-712 HK-711 DSMH Grease Trap No Slab Foundation No Lid Elevation 918.24 ft 919.76 ft - ------ - - --- ---- ---- ----------- 'Grit Interceptor No Crawl Space No First Floor Elevation 921.10 ft 921.10 R --------- --------- -------- -------'--- Grinder Station No Basement Yes Basement Elevation 912:10 It 912.10 ft - ------- --------- I -- ----------- Calculation is based on bath Manhole Lid Elevations and the elevation. of the First Floor 2,$6 1.34 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. G' Manholes shall remain accessible at all times. Buried manholes will be corrected by the Developer/Owner. Conditional Permit Terns: All conditions have been met.Connection to the sanitary sewer is now permitted. 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 1 Owner Signatures f-Rhone Number Printed Name l V t-? Appro Permit Date 1012412007 -Felder, Oirccror or AOminisVarionBCusromer Service Revised 726/07 Permit invalid 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 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:failsand 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 sanifary'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 perapproval '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 waterwells unless PVC pressure grade pipe is used meeting SDR21 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 k0a.m. to 4:30 p.m. Monday through Friday: All District standards can be located on our web site at http://w%iw.etrwd: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 10!09107 The Schneider CorporaBm ko*&'fog 8901 Otis Aweace I>M-04 Histaic Forl Hnruan iendeeepe Archil um lndinampalb, NAM 4M6-1037 cts • is 917-ewnoo rxrolap w 917-Iiii1 00 ?As This Plot Plan, Primed For fdA Hanes Lot 1 18, corltoiring12,770 S.F.t, in Heather KnI Section $ 1 Instrument 1200500DO3045 P.C. 3. Slide 560 Clay Taimship, Hfanital County SEC 20. T18N. RON 14365 HEATHER KNOLL BLVD. ( 70' R/W) Westfield, IN 46074 Prepared Date: 10/16/07 : By. KAG Community Restrictions: Side Yard. .= 3' min. Aggregate = 6' B.H. Zoning - 51 MA HOMES Pad Dade = 92DA per plan Pad Dade + 0.2' = Garage FFE (920.6 } Garage FIFE + D.T = Residential FFE (921.1 ) Residential FIFE - 9.0' = Basement FFE (912.1 J Driveway slope = 2.0% NOTE GARAGE F.F.E. IS PROPOSED TO BE 01 ABOVE CURB AT DRIVEWAY T.B.M. Note: This droving 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 droving should be reported to The Schneider Corporation immediatetg failing to do sc results in the contractors assumption of all liobBity. Note Plot Plan L end The bmanen, ee.a„wy aepF,ez naevn, nos em w ern ,w an ? e the hosed an the pad Braden aid/cur contours taken hom MW Proposed Grades construction plans for this wixiMswn. Unless stated, no OOa.a Existing Grades information about euctuotng water tabor, soil condtiom, r sod ?000.0? Contour Grade Ipes has been provided or stated on said plans This loo is i # Approx. Lateral Location re nwtd new o body of Role- Lot or soil comlitiwms may requ - ®- Sanitary Sewer Lines that the basement nor elevation be held 2 loot above norms or ? • Storm Sewer Lines pad ele.ctim. Site inesUgalion may be needed if water is - V Water Service Lines wounterd during the ercmation Process or if other haoea votes - - - - - - - Sub-Surface Drain Lines devotion or sds candttims we present. Invesegatlm and my is at the denetion of the bAdC to ` ® ® Manhole (Sanitary or Storm) Beehire Inlet (Storm) 'etom Id ? approlw,ote steps of odim. If any Wound Red i l d d th b ild i ti r i d ® Curb Inlet (Storm) eotr s mmun ere e u ur ng intona on e s enasiroge r d d C ti t di a t t t Th S ibl p End Section (Storm) Fire Hydrant r uai er orpra on o souss poss e cou s s o con ac e of action LOT 0 19 -Flow Isle of swale Building Line (BL / BSL} ? p? ?p??y'Y NOTE: ?? 1 W7.01=16 - - - -- - - Easement Line Note: Sanitary Sewer Top of Casting Information Upstream Manhole, TC=918.24 Downstream Manhole, TC=919.76 per record drag. Note: The contract& is to mantain a minimum distance of ten feel (i0') between the sanitary sewer and water line later* SUMP PUMP(S) TO BE PLACED BY BUILDERAS NEEDED. Note: BuRder to ensure positive drainage away from structure(s). MHp12 TC=91824 PER RECORD DRAWNG Q Q Assumed North Scale : T' = 30' GROUND COVER CALCULATIONS: Drive =1,041sri Public Walk =1,150 SFf 58' ?, 95 I Private Walk =N/A SFt . ° I Seeding =7.354 SFt IT D.E. I q I E. Sad =398 SYt, E, - - - - - - 1 from front of residence. u?il I r^ 50.0• m 1 ' I 526' ? 1 30'0 64 .7 7 I 9t9 8-B . X I w I I e1r 1 I W ? 8 . 26.6 ' z Y 4 34.85- --- 71 Sfi6 I Q 2. SUMP MP PUMP z UP C LLJ cn PRI1dldSY I I C ? q IdSIiR:IiCE I' l I 2r - I mill R11.00 %M1 l I a vc S `?7 THREE CAR N L61 5.0' PORCOH GARAGE $ ? ]t2 .0 B.L D.U.&E. I .U.drE. f 1 26.d IAVE )p' ,6 74.97' t ' APRON 5 wuw l ?P -- M -- --"- - - - - - - - -- - - - - HANDICAP ftGl. d1RS 31LO ?Tom 5LOr Fy=919.7 PER PLAN RAMP "nrrunlnn+pt, WAY HEATHER This drawing is not intended to he represented as a retracement or original boundary survey, a route survey, or a Surveyor LacationReWt. Flood Hazard Statement: The accuracy of any flood hazard data shown or this plot plan is subject to mop scale uncertainty and to any other uncertainty in location or elevation or the referenced flood insurance rate map (FIRM). ALL of the within described fond DOES NOT UE within that special flood hazard zone 'A', as said land plots by scale on Community Map Panel / 1EIM110001C of the flood insurance rote mops (FRM) for Homiltan County, Indiana, Dated may 19, 1981. KNOLL PARKWAY '.' MHj711 TC-919.76 PER MCA IX2AYMiG 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 ADDITIDNAL FOOT FOR EACH FOOT SUCH STRUCTURE EXCEEDS TWENTY-FIVE (25) FEET IN HEIGHT. PER CARMEL ZONING ORDINANCE 26.1.1. E - Z LSIOpE T 0 4.t FLOOD HAZARD STATEMENT CERTIFICATION