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Home My WebLink About07080173 SewerCITY OF CARMEL Item 4 of S PERMIT RECEIPT OPERATOR: slinllard copy # : 1 I /wlh?l Sec:29 T-wp:18 Rna:03 Sub:STP 31k:3 Lot:287 PARCEL ID ........: ZSTP287 DATE ISSUED.......: 08/20/2007 RECEIPT #.........: 26070 REFERENCE ID # ... 07080178 SITE ADDRESS ...... SU3DIVISION ....... CITY .............: IMPACT AREA ....... 13304 GOLDEN GATE DR W STANFORD PARK WESTFIELD OWNER ............ : RYLAND HOMES ADDRESS .......... : 9025 RIVER RD N #100 CITY/STATE/ZIP ... : INDIANAPOLIS, IN 46240 RECEIVED FROM .... : RYL•AND HOMES CONTRACTOR ....... : LIC # XA-1SUP COMPANY .......... : A-1 SUPERIOR EXCAVATING 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 FLAT RATE i. 00 1310.00 0.00 i3i0.00 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 ,:-R? CITY OF CARMEL / CLAY TOWNSHIP Permit #: 07080178 P Wxu WATER / SEWER PERMIT / RECEIPT Date: 08/20/2007 =901gM>. i PARCEL ID #: ZSTP287 LOT & SUBDIVISION: 287 STANFORD PARK ADDRESS OF CONSTRUCTION: 13304 GOLDEN GATE DR W WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: RYLAND HOMES CHECK #: 13552 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 , SEWER/WATER PERMIT Notes/Conditions: LOT 287 STANFORD PARK. WATER CONNECTION PERMIT. NO NOTES' 1hz building & Sewer Shall be pvc 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 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 anoroved by the Carmel Sewer Department before any backfilline is done. Non- compliance may result in digging up the sewer installation andior denial of future sewer permits and/or denial of water connections. No fooling 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 (3 17) 57 1-2648 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 6v street mutt he cut. a senarale street cut nermit shall he obtained- APPLICANT NAME: R.L. GRO?CE PAYMENT RECEIVED BY:/ FEES: $1,396.00 Regional Waste ®istri Residential SANITARY SEWER PERMIT [7Q2UG INDIVIDUAL LOT I EXISTING BUILDINGS Permit Type ---------- Final ----- -------------------- Subdivision --- Stanford. Park ----------------- --------- Section Number - 3 Lift Station ----- 23 126th Street Station ------------------------'-- Treatment Plant MIX Builder Ryland Homes ,Phone Number ----- - -- -------------------------- Parcel Acreage' EDU in Gallons 310 ------------ -------------- ------ Invoice Number LotNumber U 404 Address Number 13304 Street Golden Gate Dr W ---------------------` -- ------ City Westfield ------------- - Zp Code 46074 County Hamilton -------------- Local Sewer Charge ----- -------------------- Plan Review and Inspection Application Fee 5100.00 ---------------------- ---- 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 storie to twelve inches above the pipe. NO footing or foundation drains, or other sources, of grounder 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 manholeinor 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 SFP3-713 SFP3-712 DSMH Grease,Trap No Slab Foundation Yes Lid Elevation 916.38 fl 913.06 ft - Grit Interceptor No Crawl Space _ _ __ -No First Floor Elevation 91720 ft 917.20 ft Grinder Station No Basement No Basement Elevation Calculation is based on both Manhole Lid Elevations and the elevation of the Firsf Floor 0.82 4.14 9-13-99 and the elevations provided, the substructure shall be plumbed by: Not Applicable 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. By signing below, I attest that I am familiar with the Builder! Owner Printed Name and agree to accept responsibility for all work Phone,Number Permit permit. CTRA O 811312007 3?, Revised 7125/07 Permit is valid for,ONE-YEAR from the date issued. Permit valid only with CTRWD seal in 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`Dlstricf.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 5100,00 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 maintenanceof 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, ASTMb2241,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: ASTIVt D3212 GASKETS:, ASTM F477 FITTINGS: SDR`26 or better (NO fernco'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 backfll 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. Alt District standards can be locatzd on our web site at http://www.ctrwd.orgl. 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 7124107 The 6cL¢aider Corporsttan bloc-IN 9801 Otis Aveaue 9arrcriog mfelorte Port Random Imdecspe Arehl Opine tadleuepolie, Indies 18216-10]7 GO , 0 317-928-7100 C-ICU Il i! Scmileger p 917-929-7200 PAX R K o Plot Plan Prepared ffo f Indiana BLOCK 4 LOT 287(404) containing 1,340 S.F.t in Plo t Plan Legend Stamford Park Section j 3 Instrument d 200500009386 G.B ooo.o Proposed Grades Existing Grades P.C. # 3 Slide $ 578 ? OOO.O? Contour Grads Amended Flat * Approx. Lateral Location Instrument 120050003471 a '^ Sanitary Sewer Lines P.C. I# 3 Slide # 637 -Sir? - v --- Storm Sewer Lines Water Service Lines Clay Tap, Hamilton County - - - - - -- - Sub-Surface Drain Lines Sec 20, T29N, RX a (Manhole (Sanitary or Storm) 13304 GOIdii Gate Drive West (gR/W) ® Beehiwe Inlet (Storm) <S r 6 Camel, IN 46074 D (Sto m) End Sectio Prepared Date: 08/03/07 By. AMA A Fire Hydrant Proposed Buyer(8r INVENTORY , - Flow Line of Swale Building Line (BL / BEL) - - - - - - - Fasemenl Line Community Restrictions: Side Yard =3' min. Reor Yard = NIA Aggregate 6' (B.H.) Assumed North Scale : n' = 20' V) W 0 z o? ?Ln w? LO FLOOD HAZARD STATEMENT CFRUICATCN ` \ \ \\ S t n : u I I r f u H? / / /' / ' S0303 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 he reported to The Schneider Corporation immedidtely, failing to do so results in the contractors assumption of all liability. I LOT# 287(404) Vb07.0077360 Ir1p?'`l L„2 Note: Per Carmd zoning ordinance 25.1.1 : The residential district limits height to twenty-fn'e feet (25'), however a dwelling may be increased in height to thirty-five feet (35') provided the side and rear yards are Increased on additional one foot (I') for each one foot (t') the structure exceeds the first twenty-five feet (25') m height. _ STATE of - ° ?',., i p..; •q a . rVOI A'A Q C??' Note: the contractor is to maintain a minimum tance of ten feel (10? between the di I'p Q s ? s sanitry, sewer and water line laterals. R U n N6w: `l}Ij/ fl`"'Ijnr Builder to ensure pesltire drainage away from structure(s). 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 naod hazard data shown on this reportis subjed to moo 1cele urcertainly and to arty other uncenainty in location or elevation 01 the referenced flood insurance rew moo. ALL of the •Alhin described land DOES HOT LIE within the: saecial dead hazard zone A as said tend plots by scale an acod insurance rate map ;? 16157 C235F for (]icy or Carmel Indiana (maps dated February 19, 20031_ STIR. {712 TC=913.06 PER REC05 DRAWING 5w,-712, W i? LLJ Q z ME rw a Linn ?.r CD R.H. of Indiana Finished Floor Elevation Information Pad Grade = 915.0 per plan ) Pad Grade + 0.7' = Garage FFE (9163 Garage FTE + 0.5' = Residential FIFE (917.2) Note: Sanitary Sewer Top of Casting Information Upstream Manhole, TC=916.38 Downstream Manhole, TC=413.06 per record drawing Ground Cavan Calculations: Briw = 346 SF3 Private Walk = 30 SFS Sod = 36 SYi , entire yord 4' P CA TYPICAL SWALE SECnae SIGNATURE : IlAtE: SIGNATURE REPRESENTS CONFIRVATION OF RECEIPT OF PLOT PLAN BY CUSTOMER.