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Home My WebLink About07080174 SewerCITY OF CARMEL / CLAY TOWNSHIP Permit #: 07080179 4 ` WATER / SEWER PERMIT / RECEIPT Date: 08/2012007 \!Mp aNP/ PARCEL ID #: ZSTP288 LOT & SUBDIVISION: 288 STANFORD PARK ADDRESS OF CONSTRUCTION: 13298 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 : SEWERNVATER PERMIT I rvotesn.onmuons: LOT 288 STANFORD PARK. WATER CONNECTION PERMIT. NO NOTES' The 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 Citv Code I Section 9-122(x), and sections P3008.1 and .2 of the International Residential Code_ All building sewers shall be 6 diameter. All installations shall he "open trench" inspected and approved by the Carmel Sewer Department before anv backtilling, 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 reuuested at (31 7) 571-2648 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 setter (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. If anv street mast he cut- a senamie street cut nemtit shall he obtained. APPLICANT NAME: R.L. PAYMENT RECEIVED BY FEES: $1;396.00 GROCE CITY OF CARMEL Item 5 of 5 PERMIT RECEIPT I OPERATOR: slilla COPY # : 1 / Sec:29 Twp:18 Rng:03 Sub:STP B103 Lot:288 PARCEL ID ........: ZSTP288 FEE ID UNIT QUANTITY ---------- ------------- ---------- USFWATCONN FLAT RATE 1.00 UWATERTAP FLAT RATE 1.00 TOTAL PERMIT : METHOD OF PAYMENT AMOUNT ----------------- ------------ CHECK 6980.00 TOTAL RECEIPT 6980.00 DATE ISSUED.......: 08/20/2007 RECEIPT #.........: 26070 REFERENCE ID # ...: 07080179 SITE ADDRESS .....: 13293 GOLDEN GATE DR W SU3DIVISION ......: STANFORD PARK CITY .............: WESTFIELD IMPACT AREA ....... 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 EXCAVATING ADDRESS ...: 3143 ROSEWAY DR CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46226 TELEPHONE ........: (317) 898-0767 AMOUNT PD-TO-DT THIS REC NEW BAL ---------- 1310.00 ---------- 0.00 ---------- 1310.00 ---------- 0.00 56.00 0.00 86.00 0.00 ---------- 1396.00 ---------- 0.00 ---------- 1396.00 ---------- 0.00 NUM3ER ------------------ 13552 Regional Waste District Residential 'SANITARY SEWER PERMIT 00204 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 Lot Number )I ?K 405 Address Number 13298 Street ------- ------ Golden Gate Dr W ----- - - `------ city 1 Westfield Zip Code 46074 County ------------- Hamilton ---------------- Local Sewer Charge Plan Review and Inspection Application Fee $100.00 ------- --- EDU Fee $1,650.00 Interceptor Fee Invoice Number I Fees Due $t 750.00 PLEASE NOTE: Installation of building sewer shall be per the specifications of the Clay Township Regional Waste District (see reverse) and anyconditions 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 stormw'ater, 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 ot? builder) will .be responsible for damages to the Disfrict'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 It 913.06 ft '-'- _ --------------- ---------- Grit Interceptor No Crawl Space No First Floor Elevation 91720 ft 91720 it -- - -- - -' - Grinder Station No Basement No Basement Elevation Calculationis based on both Manhole. Lid Elevations and the elevation of the First Floor [___P_-821 L 414 9=13-99 and the elevations provided, the substructure shall be plumbed. by: Not Applicable The Disthet reserves the right to inspect all sump, pump connections to ensure no illegal connections have been made. Manholes shall remain accessible.atall times. Buried manholes will be corrected by the Developer/Owner. Conditional Permit Terms: All conditions have been metCConnection to the sanitary sewer is now permitted. lot 288 per By signing below, I attest that I am faoNl ar with the District's qiiaJifkcaAnAqd agree to accept responsibilit?Jor all Builder I Owner Signature Phone Printed Name Permit Date 811312007 Revised 7/26107 Permit is valid 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 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 $i00-00 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'notif`j 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) GASKETEDJOINTS: 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 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. 1.1. 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.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 totime 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 724107 The Sehveiderr Corparetien iDliteeeria2 8901 OW Avenue lneteria Fort Berrlsov °>1a^rm0 landerepe Archltedure I,ldlenepolW, ladieav 18210-6197 GI9 •110 017-820-7100 Gel 317-826-7206 FAX Plot Plan Prepored for R.H. of Indiana BLOCK 4 LOT 268(405) containing 2380 S.F,t in Plot Plan Legend Stanford Paris Section J 3 instrument 2005D0009366 .0 W0.0 Proposed Grades rudes Existing Grades P.C. if 3 Slide j 576 ?Oarrl Contour Grade Amended Plat Approx. Lateral Location instrument f 20050003471 - s - - el Sanitary Sewer Lines Storm Sewer Lines P.C. ¢ 3 Slide 637 - v - Water Servlce Lines Clay Top, Hamilton County - - - - - - - Sub-Surface Brain Lines R3E T29N Sec 20 0 Manhole (Sanitary or Storm) -? , , 13288 Gdden:Gate Drive: West- 24R IE ®- Beehive inlet (storm) Curb-Wet (Storm) IN 46074 Prepared Dote: 06/03/07 By. p J ARIA End Section (Storm) Fee Hydrant . _ , , , 4 0 o - Flow Line of swole Proposed Buyer(sk INVENTORY Building Line (BL / BSL) - - Easement Line Community Restrictions: Side Yard =3' min. Rear Yard = N/A Agaregate = 6' (B.H.) v ?oNcH? ? D•9 flE90PIrI 6 CN fA NEM PRl1PERT1 Q i iii I 75' 71 38 71 o v w A . . ° v °' w nor z?Z 03 ¢ d ? o 0 W L a N ??y wdw ::l tl nl? CV ?' N w vi °l to- 38 75' o of ?I . e. 83 56 m =gym . - cock < 91 .3 I L( L U ¢ w m _L_ P TH _ Co A 6l - - I td 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 sufficier lof 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, foiling to do so results in the contractors assumption of ell liability. LOT# 288{405} Vb07.0077361 o? ?O Assumed North Scale 1' = 20' i3 °9L STR. #713 TC=916.38 PER RECORD DRAYIING u to r? NI ?? , v N M h 6, N \ ? I O u e=e o¢o eau aoo oeo 0 STR. J712 S S TC=913.06 PER RECORD FLOOD HAZARD STATEMENT DRAWING CERTIFICATION 'Sf,(?2 --? ?Z \?1?IU1VI1Villllllflll!!I/! Note: Per Carmel taring ordinance 215.1.1 : The 1" 15LrE' {25' , residential limits moytbe increased f in height ?Mhed Indiana Poor Elevation Information :......:.. G LV?:?G 1,I RF?p to thirty-rive feet (35') provided the side and rear Pad Grade = 916.0 per plan., N , yards are Increased an additional one foot (1) for Q each one foal (1') the structure exceeds the first Pad Grade + 0.T = Garage FTE (916.7 ) 50303 = twerly-five feet (25') In height. Garage FFE + 0.5' Residential FE (937.2) ,'., 5TA7E of Note: Note: Sanitary Sewer AThe contractor is to maintain a minimum Top of Casting Information distance of tan feet (10) between the Upstream Manhole, TC= 91636 /rl!/!!i/!lpllgllllllllNiH?lty\A\"\\??* sanilry sewer and water line laterals. Donstrecrin r record daw'mgle, TC=913.06 pe NOTE Simi to ensure passive Droved Cover Calculations: dr¢n i cge away from structure(s). Drive 2 Private Walk - n 24 Si Sod - 12o SY3 , entire yard This drow•ing is not intended to be represented as a retracemenl or si original. boundary survey, a rate survey, or a Surveyor Location Report. b 4 g p I 1 ?,pPE Flood Hazard Statement: The accuracy of any flood hazard data shown on this report is subject to map li scale uncertainty and to any other uncertainty in Iccation cr elevation on the referenced (land insurance Tale rYP1aAL SWALE SECTION nap. ALL of the within descrlbed land DOES NOT LiE within that special nocd hazard zone A as said land pic!s by scale on III insurance rate map # 18057 02n5F for City cr Cannel, Indiana (maps sated February t9, "2903). SIGNATURE : OATS: SIGNATURE REPRESENTS CONFIRLIATION OF RECEIPT OF PLOT PLAN SY CUSTOMER. v, P? ``mss