The URL can be used to link to this page

Home My WebLink About07100179 Sewer/Water Permit/sCITY OF CARMEIL Item 1 of 1 PERMIT RECEIPT OPERATOR: twedding COPY # , : = Sec:20 Twp:19 Rng:03 Sub:HEK Blk:l LOt:23 PARCEL ID ........: ZHEK23 DATE ISSUED.......: 10/26/2007 RECEIPT 4.........: 26648 REFERENCE ID # ...: 07100178 SITE ADDRESS . SUBDIVISION . CITY ......... IMPACT AREA .. OWNER ........ ADDRESS ...... CITY/STATE/ZIP RECEIVED FROM CONTRACTOR ... COMPKAY ...... ADDRESS . CITY/STATE/ZIP TELEPHONE .... 14317 SAINT CLAIR LN HEATHER KNOLL WESTFIELD M/I HOMES 8500 KEYSTONE CROSSING INDIANAPOLIS, IN 46240 M/I HOMES OF INDIANA LIC # XRTMOOR R.T. MOORE CO., INC. 6340 LAPAS TRL INDIANAPOLIS, IN 46259 (317) 291-1052 FEE ID UNIT QUANTITY AMOUNT PD- - - TO-DT ------ THIS REC -- -------- NEW BAL -- ------- ---------- ----------- USFWATCONN FLAT RATE -- ---------- 1.00 - ---------- - 3io .00 0.00 1310.00 - 0:00 UWATERTAP FLAT RATE 1.00 86.00 0.00 -- 96.00 -------- 0.00 - --- TOTAL PERMIT ---------- --- 1396.00 - 0.00 1396.00 0.00 METHOD OF PAYMENT AMOUNT NUMBER -------------- ---- ----------------- - CHECK ---- 1396.00 14875 TOTAL RECEIPT 1396.00 SCANNED CITY OF CARMEL / CLAY TOWNSHIP Permit #: 07100178 i WATER / SEWER PERMIT / RECEIPT Date: 10/26/2007 ? ?IPNP- PARCEL ID #: ZHEK23 LOT & SUBDIVISION: 23 HEATHER KNOLL ADDRESS OF CONSTRUCTION: 14317 SAINT CLAIR LN W ESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: M/I HOMES OF INDIANA CHECK #: 14875 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 The building & Sewer Shall be pvc sewer pipe meeting ASTM specifications :034 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 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. All installations shall be "open trench" inspected and approved by the Carmel Sewer Department before any backf fling 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-M,IS one to four hour 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 plumber 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 wnarate street cut nermn shall he nhiained- APPLICANT NAME: R L GROCE r PAYMENT RECEIVED BY. FEES: $1,396.00 SCANNED 4 c° Regional Waste District ill 116 Residential SANITARY SEWER PERMIT 00674 INDIVIDUAL LOT/ EXISTING BUILDINGS Permit Type Final Subdivision ---------- Heather Knoll -------------------------- Section Number ------- 1 ---------------- Lift Station - 23-1-26th-Street Station Treatment Plant MIX Builder M/1 Homes --------------- P hone Number Parcel Acreage ------------- ------ EDU in Gallons 310 Invoice Number Lot Number 23 Address Number 14317 Street. Saint ClairLn 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 PLEASE NOTE: Installation or 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 lhe,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 644-9200 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-715 HK-713 DSMH Grease Trap No - Slab Foundation No Lid Elevation 920.01 ft 918.53 ft . Grit Interceptor - No Crawl Space - - - - No First Floor Elevation 921.10 It 921.10 It Grinder Station No Basement Yes Basement Elevation 912.10 it 912.10 ft - - ---------- ---------- -- Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor 1.09. 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 limes. Buried manholes will be corrected by the Developer/Owner. Conditional Permit Terms: All conditions have been met Connection to the sanitary sewer is now CTRWD By signing below, fattest that I am fal ltliar wfth the District's Builder/ Owner Signature Printed Name agree to accept responsibility for all work done under this permit.. Phone Number Permit Date 1012612007 Revised 7126107 Permit is valid for ONE-YEAR from the date issued. Permit valid only with CTRWD seal in red ink. SCANNED 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 1,00 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 testis required to show if ac`ceptable'forre-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, aseptic tank "...shall be abandoned (pumped clean) and filled completely with earthen material or stone in a safe and sanitarymanner." 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 IROWMECHANICAL COUPLING WITH PROPER FITTINGS PRIVATE GRINDER PUMPS ACCEPTABLE PIPE MATERIAL: HDPE DR11 with Compression Fittings, Mechanical orElectrofused 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 Districts 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 8:60a.m. to 4:30 p.m. Monday through Friday: All District standards can be located on our web site at http:l/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. IUP.PS 1-800-382-5544, 48 hours prior to.digging. Revised 10109107 The 9chaeider Corporation bowe4q Note: I= Otte Arenas 9orweym This drawing is based on construction plans or record drawings, Historic Pat Rarrison Landscape Architecture and is not based upon a field survey. The Schneider Corporation IadlwaeooYx Inman 46MO-1037 GIs • us does not warrant the accuracy or sufficiency of this information. 917-828-7100 Geolnp Contractors should verify existing conditions prior to any w 917-1128-7.00 FAX construction. Any discrepancy found on this drawing should be reported to The Schneider Corporation immediately, failing to do sin results in the contractors assumption of all lability. This Plot Plan Prepared For III Hanes Note: Lot # 23, containing10,886 S.F.t, in Plot Plan Legend The been. ent devotion, depicted hereon' bas balm determined and HBOtfI? ?? based an the pad grades and/w contours taken from the ® Proposed Grades construction plans for this srbdivisim Udas doled no Section # 1 000.0 Exiling Grades 'information dour fluctuating water tmla eel cokilicas, or sed Instrument -oDoo- Contour Grade tees has been provided or stated on sod pWn This lot is ?5 ?k Approx. Lateral Location totaled near a body of water. Lot or son conditions may require P.C. 3e side 560 Sanitary Sewer Lines that the basemnt now devo5n be held 2 foot above normal i pool goy Toons}lip, Hamilton County Wit Storm Sewer Lines Mdemon. duduring the the e o t cmJion may prbeons or if o needed if water other er k is .lam T18 8K1N, My v Water Service Lines ekwli n fle, Or cede conditions we prpot L Irivestigolion m water and SEC 20, _ _ _ _ _ _ Sub-Surface Drain Lines renwdid al procedures is at s at the we n of the budder and my dajW-s O 14317 SAINT GLAIR-LANE ? 50'- -R? -® -Manhole -(Sanitoryor Storm) ?term:ro md`iake ggrapriale sliyi of-the oNun: 1fWrgr gourd - Westfield, IN 46074 0 Beehive Inlet (Storm) water is encountered during excavation the holder is encouraged j The scniwlder corporation to Scones Possible =rSee Prepared Dote: 10 16 07 : B KAG ® Curb Inlet (Storm) o ?m Y % Foe N End ydlanrant (Storm) LOT # 23 Community Restrictions: -ova - a side Yard = 3' min. - - Building Flow Line Line Line e (BL (Bole / BSL) NOTE: M7.10=0 Aggregate = 6' B.H. - - - - - - - Eosement Line SUMP PUMP(S) TO BE PLACED - Zoning - S1 BY BUILDER AS NEEDED. Q M/1 HOLIES Note: Sanitary Sewer Note: Builder to ensure positive Pad Grade = 920.4 per plan Top of Casting Information drainage away from structure(s). Pod Grade + 0.2' = Garage FFE (920.6) Upstream Manhole, TC=920.01 Geroge FFE + 0.5' = Residential FFE (921.1 ) Downstream Manhole, TC=91&53 Residential FFE - 9.0' = Basement FFE (912.1 ) per record drwg. REVISION #1 yy??77 Driveway Slope = 2.0% Note: The contractor is to maintain a REVISED PER ?74?y° PLANS RECEIVED minimum distance of ton feet (101 VIA EMAIL 0 between the sanitary sewer and water Vb07.0081846 Assumed North fine faterals. 10-23-07 AN1A Scale 30' YH(713 TC=91&53 PER RECORD ORAMNG I ' 1 30.0' I I I uX I I YHfn5 I 9_6 t PTER91Or,'piD I >o I 919.5 919.8 128.03 91 i DRAPING ?7 co ? -?K - • io I 123 _ U i < cr I 8 ? e X GROUND COVER CALCULATIONS: I 67' - 22.79 37.5'1 - r' = Drive = 937 SFt I "71 Public Walk =364 SF± 319.19 e I co U $ = "' I a I on 36 Private Walk =N/A SF3 Lit L. I I o l7 Seeding =4,945 SFt p Sod =305 SYt, 10 Q N 1 26.0' 7 p from front of residence. C) NOTE: GARAGE F.F.E. IS IY 2 1 s } VL m J PROPOSED TO BE 1.1' ABOVE Q m 1 N 1 31.8' CURB AT DRIVEWAY T.B.M. 1 cn ? I Y m I I I 52.71 s. J sn Tv1 15.0' 17.0' c=iSr 1 (/7 1 I 15' R.D.E. g FLOOD HAZARD STATEMENT 2 915.5 CERTIFICATION 92 I 920. 128.1 I>?e API L - O\\\1Up1111111I1 11 111111/0 j7//j 1:710 I 15' R.D.E. ?????G\S 7ER'•Udj/A o? No.e S0303 STATE OF - URI This drawing is not intended to be represented as a retracement 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 uncertainly in location or elevation on the referenced flood insurance rate mop (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 j 1800810001C of the flood insurance rate maps (FIRM) for Hamilton County, Indiona, Dated May 19, 1981. Z 0 4.7 SLOPE -? 4.,V S<-OPE SCANNED TYPICAL SWALE SECTION NOTE: IN THE RESIDENTIAL DISTRICTS LIMITING HEIGHT TO TWENTY-FIVE (25) FEET, A DWELLING MAY BE INCREASED IN HEIGHT TO THIRTYF 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.