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Home My WebLink About07080170 SewerCITY OF CARMEL / CLAY TOWNSHIP Permit #: 07080175 C` W+2 WATER / SEWER PERMIT / RECEIPT Date: 08/2012007 PARCEL ID M ZSTP284 LOT & SUBDIVISION: 284 STANFORD PARK ADDRESS OF CONSTRUCTION: 13322 GOLDEN GATE DR W WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name; RYLAND HOMES CHECK #: 13552 EXCAVATOR INFORMATION: Name: A-1 SUPERIOR EXCAVATING Ph. M (317) 896-0767 Fax M Email: Street Address: 3143 ROSEWAY DR INDIANAPOLIS, IN 46226 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWERIWATER PERMIT ?pectat LOT 284 STANFORD PARK. WATER CONNECTION PERMIT. NO NOTES' The building & Sewer Shall be pvc sewer pipe meeting AS I N1 specifications 3034 SDR 35 o€Iatest revision; or vitrified clay pipe, meeting ASTNI specifications C-700 for extra strength day pipe of latest revision unless other materials are hereby penritted 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 cheek valves shall be installed in accordance with City Code Section 9-122('x), and sections P3008.1 and 2 of the International Residential Code. All building sewers shall be 6" diameter. All in,tallation; shall he--open trench-- inanected and annroved by the Carrel Sewer Department be€ore. aov baekf llinp, is done. Non compli ance may result in chgeine up the sewer installation end/or denial of future sewer permits mdlor denial of water cannectionc_ No I'ootint, or foundation drains or other sources of oraund Water or storm water ,hall be permuted to enter the public sewer Sewer ins ectinns should be requested at 017 5?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) fines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. II'any street must he cut. a. senarate street curt nermit shall he obtained. APPLICANT NAME: R.L. GRO E PAYMENT RECEIVED BY: FEES: $1,396.00 CITY OF CARMEL Item i of 5 PERMIT RECEIPT OPERATOR: slil COPY # : 1 Sec:29 Twp:18 Rng:03 Sub:STP Blk:3 Lot:284 PARCEL ID ........: ZSTP284 DATE ISSUED.......: 08/20/2007 RECEIPT #.........: 26070 REFERENCE 1D # ... 07080175 SITE ADDRESS ..... SUBDIVISION ...... CITY .............: IMPACT AREA ...... 13322 GOLDEN GATE DR W STANFORD PARK WESTFIELD OWNER ............ : RYLAND HOMES ADDRESS .......... : 9025 RIVER RD N #100 CITY/STATE/ZIP ... : INDIANAPOLIS, IN 46240 RECEIVED FROM .... : RYLAND HOMES CONTRACTOR ....... : LIC # 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 PAL ---------- ------------- -------- 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 Regional Waste District Residential" SANITARY SEWER PERMIT ' 04203 INDIVIDUAL LOT/ 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 Lot Number 2-I q 401- Address Number ,13322 Street ---------------- Golden Gate Dr `IV --------------- - city Westfield ------------------- -----°- - Zip Code 46074 County Hamilton Local Sewer Charge Plan Review and.lnspection ----------------- Application Fee --------------------- $100.00 EDU Fee S1,650.0_0 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. Ali 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, developeror builder) will be responsible for damages to the District's sewer system. This includes damages to manholes, castings, r manhole lids and the like; caused by construction activity on the building site which is the subject of this permit. I 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 ft - 913.06 ft -- ------ ----- ---------- Grit Interceptor No Crawl Space - -No First. Floor Elevation 91720 ft .917:20 If Grinder Station No Basement No Basement Elevation --------- ------------ ------- ----------- Calculalion is based on both Manhole Lid Elevations and the elevation of the First Floori ____0M] _4.14] Per r Tinance 9-13-99 and the.elevalions 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. 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.pennitted. By signing below, I attest that I am fam'farw flh the Builder/' Owner Signature D, \) Printed Name Approved By agree to accept responsibility for all work done under this permit Phone Number Permi Revised 7126107 Permit is valid for ONE-YEAR from the date issued. Permit valid only with CTRWD SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. All houses, buildings, etc., shall connect to the District's sanitary sewer.systern within,90days 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, aseptic,tank "...shall.be abandoned (pumped clean) and filled completely with earthen material or stone in a safe and sanitary manner." Please,confact 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,_ASTMD2241, SIX INCH PIPE RESTRAINED JOINT PVC PIPE (DIRECTIONAL DRILL): Yelomine SRD 21, ASTM D224.1, 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 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 B fractured face aggregate. Number 8 stone backfill material is to be placed from 6 inches.below to 12 inches above the pipe. The'tren_ch 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:/han,? w.ctnw.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 sewecsystem. 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 ofthe 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 7124/07 The Schneider Corporation 8901 Otis Avenue Historic Port Harrison Indianapolis, Indime 18218-1037 917-826-710D 317-828-7200 PAX Plot Plan Prepared for. R.H. of Indiana BLOCK 4 LOT 284(401) containing 1,798 S.F.t in Stanford Park Section j 3 Instrument / 200500009386 P.C. f 3 Side ¢ 578 Amended Plat Instrument # 20050003471 P.C. 0 3 Side / 637 Clay Twp, Hamilton County .P1 20T29N, R3E 22 Gdlien Gate ?107 West (24 R/W) no. W 46074 roposed Buyer(s):/INVENTORY AMA Aggregcte 6' (B.H.) HAZARD STATEMENT CERTIFICATION A--:)-- ` . Note: mdaeertae This drawing is based on construction plans orbrecord drawings, surveyfn8 and is not based upon a field survey. The Schneider Corporation Iaadzape ArChIteeiure does not warrant the ocaracy or sufficiency of this information. 0 'in Contractors should verify existing conditions prior to any ceolou 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. Plot Plan Legend LOT# 284(401) ® 000.0 Proposed Grades Existing Grades I Vb07.0077356 ?000.0? Contour Grade * Approx. Lateral Location - f - Sanitary Sewer Lines A - Storm Sewer Lines - w - Water Service Lines - - - - Sub-Surface Drain Lines _ - a-- Manhole (Sanitary or Storm) 0 Beehive Inlet (Storm) ® Curb Inlet (Storm) D End Section (Storm) fire Hydrant - _ - - o • _ - Flow Line of Swale Assumed North - Budding Line (BL / BSL) Scale : 1' = 20' - - - - - - - Easement Line Note: Per Carmel zoning ordinance 26.1.1 : The residential district limits height to Iw city-five feet (25?, however a dwelling may be increased in height to thirty-five feet (35') provided the side and rear yards are Increased an additional one foot (1') for each one foot (1') the structure exceeds the first twenty-five feet (25') in height. Note: The contractor is to maintain a minimum distance of ten feel (10') between the sanitry sewer and water line laterals NOTE Builder to ensure positive drainage any from structure(s). 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 cf any Bcod hazard data shown or. this report is subject to map scale uncertainty and to any ether unceraimy in location or elevation on the references flood insurance rate map. ALL of the within cescribed lance DOES NOT LIE within that special flood hazard zone A as said land plots by scale or head insurance rate map is 18057 0205F for City of Carmel, Indiana (maps dated February 15, 20031. SIGNATURE : DATE: SGNATURE REPRESENTS CONFIRMATION OF RECEIPT OF PLOT PLAN BY CUSTOMER. R.H. of Indiana Finished Floor Elevation Information Pad Grade = 916.0 per plan Pod Grade + 01 = Garage FFE ('. Garage FIE + 0.5' = Residential A Note: Sanitary Sewer Top of Casting Information Upstream Manhole, TC=916.38 Downstream Manhole, TC=913.06 per record drawing Gromd Cover Calculations: Drive = 290 SFf Prkte Walk = 24 SFt Sod = 83 SYt , entire yard i ss 0 v; r a A t gaPE TYPICAL SWALE SECTION Community Restrictions: Side Yard =3' min. S` J 13 Rear Yard = N/A