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Home My WebLink About07110114 Sewer/Water Permit/sCITY OF CARMEL Item 2 of 6 PERMIT RECEIPT Sec: Twp: Rng: Sub: Blk: Lot: PARCEL ID ........: 1709360303049000 DATE ISSUED.......: 11/21/2007 RECEIPT 4.........: 26841 REFERENCE ID # ...: 07110096 SITE ADDRESS .....: 11738 YALE DR SUBDIVISION ...... CITY .............: IMPACT AREA ......: OPERATOR: plux COPY # : 1 OWNER ............: PULTE HOMES ADDRESS ..........: 11590 N. MERIDIAN ST CITY/STATE/ZIP ...: CARMEL, IN 46032 RECEIVED FROM ....: PULTE 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 ---------- ---------- ------------- - - USFWATCO_NN FLAT RATE 1.00 ---------- ------ 1310.00 ---- 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 ' CITY OF CARMEL / CLAY TOWNSHIP WATER / SENVER PERMIT / RECEIPT PARCEL ID A: 1709360303049000 LOT & SUBDIVISION: ADDRESS OF CONSTRUCTION: 11738 YALE DR PAYMENT RECEIVED FROM: Name: PULTE HOMES CHECK M 0050515522 EXCAVATOR INFORMATION: Name: A-1 SUPERIOR EXCAVATING Ph. A: (317) 598-0767 Fax M Email: Street Address: 3143 ROSEWAY DR INDIANAPOLIS, IN 46226 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWERlWATER PERMIT Permit #: 07110096 Date: 11/21/2007 opeciat LOT 1 D63 TOWNHOMES AT GUILFORD, WATER PERMIT NO NOTES' The building r:' Sewer Shall he pvc sewer pipe meeting ASTM specifications 3034 SUR 35 of latest revision:. or vitrified clay pipe. meeting ASTN4 specifications 0700 for extra strength clay pipe of latest revision unless ot'ner materials are herehy permitted in writing The sewer shall be installed in accordartce 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 Cartnel ordinances. Back Water check valy" 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 fi° diameter- All installations -hall he'onen tench" insoectCd and appruved bi The Carmc! Sewer Department before any backfillins is done. Non- compliance may result in diegiag up the sever installation and/or denial of future sewer permits andtor denial of water connections. No footing or foundation drains or other sources of ground water or storm water shall he petaniried to enter the public sex tr. Sewer inspections should be rested at (31') X71-2648 one to tour hours in advarce. No inspections or installations will be made on Saturday or Sunday or ho€idays unless arrangements are made at (cast 24 hours in advance All sShall have a plumbers bond posted with the CITY ENGINF{ER'S OFFICE, if any street plumbers or Contractors installing sewer (or water) line must he cut- a. senaraw SlRel cot. nermit. Shall he obtained. APPLICANT NAME: JOANN SHEPHERD PAYMENT RECEIVED BY: FEES: $1,396.00 t Regional Waste District Residential SANITARY SEWER PERMIT 00696 INDIVIDUAL.LOT / EXISTING BUILDINGS Permit Type --------- Final --------------------------- Subdivision - -- Townhomes at Guilford ---- ---- - --------------- Section Number Lift Station --- 01 Carmel Creek Station -- -------------- Treatment Plant Carmel WWTP Builder ------ Pulte ---- ------- ------ Phone Number ------ 3175752350 --------------------------- Parcel Acreage EDU in Gallons 310 Invoice Number Lot Number 1003 Address Number -------- 11738 ------- ---------- Street -------- ---------- Yale Dr ----------------- City ------------------ Carmel ------------------ .Zip Code ----------------- 46032 ------------- County County Hamilton Local Sewer Charge Plan Review and Inspection ------------------ Application Fee $100'.00 -------------------- - EDU Fee $1,650!:00 --------------------------- Interceptor Fee Fees Due $1,756.00 PLEASE NOTE: Installation of building sewer shall be per thespecifications.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 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 THG-407 THG-406 DSMH Grease Trap No Slab Foundation Yes Lid Elevation 847.73 it 847.17 ft --------- Grit Interceptor No Crawl Space _ No First Floor Elevation 848.87 ft 848.87 ft --------- ---------- ---------- ---------- Grinder Station No Basement No Basement Elevation ------- -------- --------- ------- Calmlafion is based on both Manhole Lid Elevations and the elevation of the First Floor 1.141 1.70 Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Not Applicable 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 times. Buried manholes will be corrected by the Developer/Owner. Conditional Permit Terms: All conditions'havebeen met Connection to the sanitary sewer is CTRWD By signing below, I attest that I am familiar with the District's specifications and Builder / Printed Nat Il e AOIJE 31AEf?1EPD ApprovedrY- Candy J. Feltner, Director ofAdministmtlon B Customer Servke rpt responsibility for all work done under this permit Phone Number Permit Date 1112012007 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 REdUIREMENTS 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 thesewer 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 DistricPs sanitary sewer. 3. The existing sewer line.from the building,to the septic tank may only be used if it is located undera 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 vill 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, AST IA D3034, SIX INCH PIPE PVC PRESSURE RATED PIPE: SOR21, ASTM D2241, SIX INCH PIPE RESTRAINED JOINT PVC PIPE (DIRECTIONAL DRILL): Yelomine SRO 21, ASTM D2241 SIX INCH PIPE (use only per approval of the District Engineer) GASKETED JOINTS: ASTM D3212 GASKETS: ASTM F477 FITTINGS: SDR 26 orbetter (NO fernco's allowed) DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS PRIVATE GRINDER PUMPS ACCEPTABLE PIPE MATERIAL: HDPE DR1.1 with Compression Fittings, Mechanical or Electrofused 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 Districtand the District's engineer prior to installation. 9. Where a transition is made between SDR35 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 430p:m. Monday ihrough Friday: All District standards can be located on our web site at htto://www.ctrwd.org/. Clay Town ship"Regional'Waste District 10701 College Avenue - Suite A Indianapolis, lndiana 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 ReAsed 16109107 r R s C ll Io i Note: e ,Seel err apms N a ry m ae 9umlhV 660I law i5 based on G This kaI d dc e, NA p? or eld sa ei r ti i s The Schneider Corponpora IMMC Pcrt et llsrttsm and ?R Arenuclvr and is beset upon a fldd wrv not t is ion mdr.asWdr, ludlen. tone-tom! cfi-ID mf t does not arrrn rt the arurccy or wlfriency of Nis .formation. an-e5-7100 Ge w Controclrs maid verify a istsl conditions prior to my i„J,,, 317-fae-non 111 Construction. My dis eponcy foa nd on UIs GrbsarS sha l! `e ltYJ!(CVi'1ef reported to The Scineider Corpor ation inmedictdy, facing ;o do ThI9 Plot Plan Prepared For. Pulls Hones so res0ts is the wntractas ossunotion of all liability. Townhones at Guilford Instrument; 200500080749 Rot Plan LMe,d BLOCK 10 SEC 36, T18N, RX ® Propcsed Grades Hamilton County, Gay Twp. 00o.o Edsllrq trades ?00a0? City of Carmel Cmlar Cade Apprcc. Lateral location 7 l Black 10 - w - &orilary Serer lives 11 Prepared Date: 06-25-2007: By. AMA _ R- Strom Serer Liles I 1 v - water S"ce Liles f { - - - - Sub-S:rfore Owl. Lines I 1 Pulls Homes 0 ® Manhole (Scurry a Slam) Eeehie Inlet (Storm) I , . J -0? 4e Finished Floor Elevation Information ® Curb Inlet (Staan) O FAD=647.81 D End Section (Sam) FFE=848.87 AL • • - _ _ • - Fee Hydrant Flo. Line of srde A.ss weed NaM Scale : I' = 30' - Building Line (BL / 34) Note, Smilarv Sera - - - - Easement Line sap cf Casting IMorrl Upstream 4crha?e, TC=847.73 } Dcrnsheom Moahde, IC- -E47.17 L I 2 1 849.9 Per r.c dra,ing ,J ' wun a .3 848.7 - I GUILFORD COMMONS DRIVE tal - ms 648-9 Inc 848. ,; .y l I PRIVATE # $p ?` I 6A ^ .0 n ??a r 0 IOU / E N 43.61 m 68.17' a ' I =u S LOT y - ADDRESS 91005 it r 1001 - 11730 Ycle Drive rut I I Vb07.0075913 58.11' S 1 1002 - 11734 Yale Drive N o „"'- in5 1 F $a a o,1 11 N I M7.0075914_. : v --= 1 " ;; -- ^^ ` ?ES 1ZL\I 7 N 1, 1738 Ya1e Dii 1 0 03 , N NILtI `? ?-xet 91004 r I ,,. Vb01. 0075915 I? I ms ? $ 1004 - 11742 Yale Drive - J rJL o„ ...?-y-t? I A VbOT0075916 1005 - 11746 Ycle Drive W E f L?' y . g°g M1 , =n ^` 0 W. < V607 0075917 f, . .p§ _ 0 _ 06?3 r'ix is, ' 3=r't i w . 1005 - 11750 Yale Drive ??s/// ---??r--- ' Ay LE?? } t < ° N )075918 VL07 ', )/ r 6E.17, A . p ry^, y 9 s?+ -i T 46. m F IAn" 3 it VVT 10,32 wA? p i .21 6 o 68.17 w I B4B i V X?e I:r sl oaE . ? s? €g sr }Q A . N !? ,., $ I F - TYPICAL SW'ALE SECTION D - vn sr / IOOi r4A `? I r i E Ic 107 PC= 7.73 S _ I t? PER REII 0,111 . n I 46' ICI I I NOTE: i sTR 409 ? IN THE RESIDENTIAL DISTRICTS LIMITING HEIGHT 452 TG TO TWENTY-FIVE (25) FEET. A DWELILING MAY 't REC 0ea 3E INCREASED IN HEIGHT TO THIRTY-FIVE (35) FEET PROVIDED THE 510E AND REAR YARDS ARE INCREASED AN ADDITIONAL FOOT FOR EACH FOOT SUCH STRUCTURE ExCEEDS T'AEN T f-FIVE Note: Ron cmtrator is to mortar, o . (25) FEET IN HEIGHT. P'B CARMEL ZONING moYeum dsloce of Ion reel Ile ) 1 1. DRDINANCE 26 bet+een rue ea9ay sevr and rater . . Ine Ioterdx This erael] Is not Intended to be rbDresentea as 3 retraC¢npt N a,gioai bcundary wnrey, o rate =.arvey, a o Surveyor Location Report. FLOW HAZARD STAUNENT: Tre o¢vrccy of any food haead data shown on this report is whj<ct to map scale mcetanty and to my other uncertainly in location u eleva6m m the referenced 5aod mronce rote map (RRIA). ALL of the +ithin descrtee land DOES NOT UE ithin that specie) flocc hwa d ,one A cs said land pot by scale an flood ir.wrwe rate map 1 190S7C0209 for Hamilton Ccunty. Indano (.map elfective cote February 19, 2003). FLOOD HAZARD STATEMENT CERTIFICATION