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Home My WebLink About07080147 SewerCITY OF CARMEL Item 1 of 1 PERMIT RECEIPT Sec:20 Twp:18 Rng:3 Sub:STP B10 2A Lot:173 PARCEL ID ........: ZSTP173 DATE ISSUED.......: 08/16/2007 RECEIPT #.........: 26028 REFERENCE ID # ...: 07080146 SITE ADDRESS ...... SUEDIVISION ...... CITY .............: IMPACT AREA ...... 13813 SUNNYVALE LN STANFORD PARK WESTFIELD OPERATOR: plux COPY # : 1 „ OWNER ............: RYLAND HOMES ADDRESS ..........: 9025 N. RIVER RD . CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46240 RECEIVED FROM ....: RYLAND HOMES CONTRACTOR .......: LIC 4 XA-1SUP COMPANY ..........: A-1 SUPERIOR EXC AVATING ADDRESS ..........: 3143 ROSEWAY DR CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46226 TELEPHONE ........: (317) 898-0767 FEE ID UNIT QUANTITY AMOUNT PD- TO-DT THIS REC --------- NEW BAL ---- ---------- --- USFWATCONN FLA ---------- ---------- T RATE 1.00 ------- - 1310.00 -- 0.00 1310.00 0-00 UWATERTAP FLAT RATE i.00 86.00 0.00 - - 86.00 --------- 0.00 ---------- TOTAL PERMIT ---------- ---- 1396.00 --- -- 0.00 1396.00 0.00 METHOD OF PAYMENT AMOUNT N MRER --------- --- -------------- CHECK --- ------------ 1396.00 ------ 13587 TOTAL RECEIPT 1396.00 `'<m•?;` .. CITY OF CARMEL / CLAY TOWNSHIP Permit #: 07080146 WATER / SEWER PERMIT / RECEIPT Date: 08/16/2007 PARCEL ID #: ZSTP173 LOT & SUBDIVISION: 173 STANFORD PARK ADDRESS OF CONSTRUCTION: 13813 SUNNYVALE LN WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: RYLAND HOMES CHECK #: 13587 EXCAVATOR INFORMATION: Name: A-1 SUPERIOR EXCAVATING Ph. #: (317) 898-0767 Fax #: Email: Street Address: 3143 ROSEWAY DR INDIANAPOLIS, IN 46226 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWERM/ATER PERMIT al Noteslconanlons: LOT 173 STANFORD PARK, WATER PERMIT NO NOTES' The building K Sewer Shall be pve sewer pipe meeting AST NI 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 ASTR1 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 installation hall be "open trench" inspected and approved by the Carmel Sewer Department before any back-filling is done. Non- compliance tnav result in digging up the sewer installation andlor 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. Sower inspections should he reuueswd at (317) ;71-2648 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 ENGNEEWS OFFICE. If am street must he an. a senarate streei cot nerrnn shall he obtained. APPLICANT NAME: R.L. GROCE ??,,, // f PAYMENT RECEIVED BY: iil? FEES: V $1,396.00 a e Regional Waste District Residential SANITARY SEWER PERMIT 0027,0 INDIVIDUAL LOT /.EXISTING BUILDINGS Permit Type Final Subdivision Stanford Park Section Number --- -- 2A -------------------------- Lift Station ------ ---- 23 126th Street Station ------------------------- Treatment Plant MIX Builder R land Homes Phone Number 846-2783 Parcel Acreage -------------------- - ----------- EDU in'Gallons 310 -------------- Invoice Number .Lot Number 173 ----------------------------- Address Number 13813 ---------------------------- Street -- ----------------------- Sunnyvale.-Ln. City Westfield ------------------- Zip Code 46074. _---_----------- -- County Hamilton Application Fee S100.00 Local Sewer Charge Plan Review and Inspection 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'orfoundation drains, or other sources.of ground or stormwater, shall bepermitted 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:permii holder (property owner, developer or buildet) 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 SFP-737 SFP-738 DSMH Grease Trap No Slab Foundation No Lid Elevation. 918.90 ft,/ 917.56 ft--' --- ------------ = - - -_. Grit Interceptor No Crawl Space No First Floor Elevation 919.30 ft 919.30 - ft '? Grinder Station No Basement Yes Basement. Elevation 910.30 ft. 910.30 If - -- - -- - ---- ---------- / Calculation is-based on both Manhole Lid Elevations and the elevation or the,First Floor 0.40 Per Ordinance 9-13-99 and the elevafions.provided, the substructure shall be plumbed by: Ejector Pump or Gravity The District reserves the.right to inspect all sump pump connections to ensure no illegal connections have been made. _. Manholes shall remain accessible a[ 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. CIRP?,D By signing: belowl'I attest that I am familiar with the District's Builder if Owner Signature Printed Name Approved By agree to accept responsibility for all work done under this permit. Pione.Number Permit Date 6/1612007 Revised 7126m7 Permit is valid for)1Nt-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 bythe 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.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 CLEAN OUTS TO BE LOCATED NO MORE THAN THREE,FEET FROM THE FOUNDATION AND 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.ct.rwd.orgG 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.ontop. 15. Call before you dig. IUPPS 1-800-382-5544, 48 hours prior to digging. Revised 7124;D7 lbh The Hchaelda Corporation I12*11'vfog awl ole Anmue Btrrrepfog Hurlertc Port Heinen lendempe erfhtketure x'04 pa}6, indlsue 18216-1037 GETS • Ida 317-626-7100 Geoloipy, • 317-828-72W FAX This Plot Plan Prepared For. R.H. of Lot u 173 , containing 7,700 S.i Stanford Park Section t 211 INSTR. 200600014555 PC 4, Slide 42 County Se See 29, T18N, HE 13813 Sunnyvale Lane (50=RAW) Cannel, IN 46474 Prepared Dete:08/10/07 - By AMA Proposed Buylwl INVENTORY Community Restrictions: Side Yard =3' min. Rear Yard = N/A Aggregate = 6 (B.H.) f-? s Q ? J L.LJ J Q y. Z (!7 30.0' B-e Plot Plan Note: This drawing is based on construction plans or record drawings, and is not based upon a fad survey. The Schneider Corporation does not warrant the accuracy or to ffdency 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, failing to do so results in the contractors assumption of all liability. Ni The basement elevation, depicted hereon, has been determined and based m the pad grades send/err contours taken from the construction pions for this r&dltision. All stated, no nfaimcodw clout 6uctuatng water tables, all conditions, a sail types has been provided or stated on said plans. This tat is add ed neon is body of water. Lot err act conditions may facture that the basement flour al lien be field 2 fact above round pod dewtian. Site KIM1190tian may be needed T water is encountered during the excavation praises or if cthr known water develion or sods conditions oe present Investigation and my remedial procedures is d the discretion of the bulder to determine and tare appropriate steps of atom. If my ground voter is encountered during utawtian the builder Is encouraged to contort the Schneider Carpoolian to discuss possible courses of scam. Nate: 0 Sump pump(s) to be placed by p builder os needed'. Lot # 173 Vb07.0078391 Assumed North Scale : 1' = 30' ® Proposed Grades 000.0 Existing Grades ?ODD.o? Contour Grade * Appr ox. Lateral Location 11- Sanitary Sewer Lines -ffT-- Storm Sewer Lines - w - Water Service Lines - - - _ - Sub-Surface Drain Lines 9 Manhole (Sanitary or Sit ® Beehive Inlet. (Storm} ® Curb Inlet (Storm) D End Section {Storm) Ak. Fire Hydrant - • o - Flow Line of stale - Building Line (BL / BSL) - - - - - - - Easement Line STIR. 737 T0=9Ni110 PER RECORD DRAWING !III m. ?? 9,01 s1s' ? h FLOOD HAZARD STATEMENT CERTIFICATION No. ` Sfl303 °i STATE OE il: qua SURl /??yyf/f!f!l1111111111N1111Pv\v??\ Note : Tire garage finished floor elevation is 11obove the curb at the drive, per pion. Ground Cover Calculations Drive = 513 SF3 Public Walk =194 SF± Private Walk =47 SFt Hydroseeding =3,425 SFcd Sod =218 SYf , from Rear of residence. Optional Sod Package Hydroseeding =1,375 SFt Addl. Sad Pkg. 228 SYi:, to Rea easement. This drawing is not intended to be represented as a relrocement or original boundary survey, a route survey, or a Surveyor Localien Report. Flood Hazard Statement The accuracy cfany laoc hezareldata shown on this report is subject tc map scale unoertain:y one to any other uncedainty in IocaSOa cr elevation on the referenced flood insurance rate nap. ALL of the within described land GOES NOT LIE within tta: special local hazard zcne A as said land plats by scale on fox insurance rate Tai 16357 0205E for City of Carmel, knciaoa (maps dated Febrcary 19. 2M). Nate: The contractor is to maintain a minimum distance of ten fat (1o') between Use sari sewer and water line Inlras Sidewalk to be placed 1' from property line, 4' frotn back of curb. per plan. Note: Wddr to ensure positive drainage away from structure(s).. 0 P- - A. cP nalCAL SWALE SECmaN SIGNATURE : DATE; SIGN47URE REPRESENTS CONFlRMAION OF RECEIPT OF PLOT PLAN BY CUSTOLIER. R.H. of Indiana Fmished Flaw Elevation Information Nolen Sanitary Sewer STIR. Pad Grade 917,1 per pier lop of Casting InlornaGon Tft01756 Pad Grade + 01 = Garage FFE (917.8} Upstream Manhole, TC=916.90 PER RECORD Garage FFE + 1.5' = Residential FIFE (919:3) Downstream kanhole, TC=917.56 DRAWNG Residential FFE - 9.0' - Basement FFE (910.3) per record drawing IR i 33,34' sss• r-- 5.5 9173 ? 14Q,QQ 916,3 73MI.37' o 0 x n? 8 51.6' p Note: Per Cannel zoning ordinance 25.1.1 : The residential district limits height to twenty-fire feel (25), however a dwell" may be Increased in height to thirty-five feet (36) provided the side and rear yards are ncretsed an additional are foot (I') for each one foot (I') the structure exceeds the first twenty-five feet (25') in height.