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Home My WebLink About07100123 Sewer/Water Permit/sCITY OF CARREL Item 1 ct 1 PERMIT RECEIPT Sec:8 Twp:17 Rng:3 Sub:WG2 Blk: Lot:25 PARCEL ID ........: ZWG225 DATE ISSUED.......: 10/19/2007 RECEIPT 4.........: 26532 REFERENCE ID 4 ••.: 07100122 SITE ADDRESS .....: 10562 NOMA CT SUBDIVISION ......: WINDSOR GROVE II CITY " ............: CARREL IMPACT AREA ...... OPERATOR: tweaair_g COPY 4 : 1 (; J OWNER .......... ..: HUSKY BUILDERS ADDRESS ........ ..: 9952 CEDAR RIDGE CITY/STATE/ZIP . ... CARMEL, IN =5032 RECEIVED FROM .. ..: HUSKY BUILDERS, INC CONTRACTOR ..... ... LIC # XG3AYCAS COMPANY ........ .,: GRAYLING CASTOR ADDRESS ........ ..: P.O. BOX 55 CITY/STATE/ZIP . ..: G;ESTFIE'LD, IN 46074 TELEPHONE ...... ..: (317) 367-2600 FEE ID UNIT QUANTITY AMOUNT- PD-TO-DT THIS REC - NEW BAL `------ ---------- ------------- ------ 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 METHOD OF PAYMENT AMOUNT NUMBER - ----------------- ---------- CHECK 1396. -- 00 -------------- --- 3732 TOTAL RECEIPT i396, 00 `; wq F CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT JbGIPN, PARCEL ID #: ZWG225 LOT & SUBDIVISION: 25 WINDSOR GROVE II ADDRESS OF CONSTRUCTION: 10562 NOMA CT CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: HUSKY BUILDERS, INC CHECK #: 3732 EXCAVATOR INFORMATION: Name: GRAYLING CASTOR Ph. #: (317) 867-2600 Fax #: Email: Street Address: P.O. BOX 55 WESTFIELD, IN 46074 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEVVER/WATER PERMIT Special NoteslConditions: Permit #: 07100122 Date: 10/1912007 LOT 25 WINDSOR GROVE II. WATER. NO NOTES " The building & Sewer Shall be pvc sewer pipe meeting ASTM specifications 3034 SDIi 35 of latest revision, o; vitrified clay pipe, meeting ASTM specifications C-700 for extra Strength clay pipe of latest revision unless other materials arc hereby permitted to writing. The sewer shall be installed in accordance with ASTN 2321 ForpvC pipe and the Uniform Plumbing Code far the Slate of lndiana. All installations shall be in strict compliance with pertinent Gry of Carmei ordinances. Back Water check valves shall be installed in accordance with City Code Section 9-122(a), and sections P3PM.1 and _2 of the International Residential Codc_ All building sewers shall be G' diameter. All installations -hall be "open trench" inspected and approved by the Cannel Sewer Department before anvbadcflllo, is done. Non- compliance may result in digging up the sewer installation andler denial of future sewer pernuts an&or denial of water connections- Ve 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 requested at !31 vl 571-264S one to four hours in advance. No inspections or installations will be made on Sourdav or Sunday or holidays unless arrangements are made at least 24 hours in advance. All plumbers or Contractors installing sewer (or water) line, shall have a plumbers bond posted with the CITY" ENG]FNEER'S OFFICE. If any street most he. cur a wnarive street cut ocnnit shall he nhtained. APPLICANT NAME: GLYNN MCFFJATRID E PAYMENT RECEIVED BY: 1st; FEES: $1.396.00 1. I l- Regional Waste District . Residential SANITARY SEWER PERMIT 00630 INDIVIDUAL LOT 1 EXISTING BUILDINGS Permit Type - -- - Final Subdivision ---------- Windsor Grove II ------------------------- Section Number 2- Lift Station ---------- 09 Towne Road Station -------------------------- Treatment Plant CTRWD WWTP Builder Husk Builders Phone Number 843_9111 Parcel Acreage EDU in Gallons _ 310 Invoice Number Lot Number 25 Address Number ---------- 10562 ------- ---------- Street ------------------- Noma-Ct ------------------ City ----------------- ---Carmel _ ZipCode ----------------- ------------46032 County Hamilton Local Sewer Charge Plan Review and Inspection ------------------ Application Fee -- __ _----- $100.00 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 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 WG-108 WG-107, pSMH Grease Trap No Slab:Foundation • No Lid Elevation 888.06 it ------------ - - - 887.21 _ It_ 'Grit Interceptor No Crawl Space No First Floor Elevation 889.06 ft ---------- 889.06 ft ---------- Grinder Station No Basement Yes Basement Elevation 878.06 ft 878.06 It Calculation. is based on both Manhole Lid Elevations and the elevation: of the First Floor 1.00 1.85 Per Ordinance 9-13-99 and the. elevations provided,. the substructure shall be plumbed by: Ejector Pump,. 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 have been met Connection to the sanitary sewer is CTRWD Bysigning below, I attest that Iam lami'ar with the District's specific 'o and agree to accept responsibility for all work done under this permit. Builder/ Owner Signature C uphone Number V ?3_ 5;lf? Printed Name G cAf -,e i r> G, Approved ?B Z Permit Date 10118120D7 C ?L_ Feygre,Dhvftr of Administration im Revised 7126107 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.orpaved 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 tie made 24, hours prior to'the need for the inspection. If theinspection 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 "...sliall 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 PRIVATE GRINDER PUMPS ACCEPTABLE PIPE MATERIAL: HDPE.DR11 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 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 Noglued 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:O0a.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 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 10109/07 21:20 HUSKY BUILDERS 4 3449203 N0.032 150; M-? ' TYPICAL 9WALf 9ECRONOtku I \ \ _1aW now i AV.V r10.rv a' ,D ae7.o v 1 O ?\BuSEd.ENt J ?,` GNL S LC.102e T> I/?` \ sea0 { BBS.2 \ \ ? ? ?1 no; a(? a j 1;• 1ps \ \ 0 087.2 aa?'P \ Eery oWn n'. Veen mad. q IN, .Vnpal 10 r V tm mOInlnln pomwe 0rain00r Dray 11pm the lVotond lkmCI.ml. N.DIA Englnw. or In., .mpkT.N. Ind NCI D. nwanlp6 INr ." l 6 2 c un01. m0oa by It. ppnvaalm oiler (no X6 / IuVOne. a1 I"1, Vt. II 1. Ih! eonJ,%Id." D' / VIIiIIeM mpenOialGIY Ihot NO.In,, .,or \ / •YA-ell nom Pill .II. n.g.moly 11npe[I N. V WWNVA619 OC1 OlO"Mm rod DOES 140T G 11p • 6 flood Mo 1E 2o 0,,,itw AY .un4 on in. rld.n1 er...ry.ney Yu•N'Iwml Aq.naN, nA1N1w fbW 6 ...... P•NproT. Roo IA.J(Oe N• P.I. 4M,P con, Iy-PNna NVrrAV 15062CO205F, I., 11amNon ColnlT. Indle{A, dale T.envry ID. M3, ? ME, 111011 1p11R1. Or..hN.n W.I. upNn LC.IWNOID7 ?? • 10. 1 Ih.N lscplVd Nb U' 01al 1 . 1 c nNlruclmn. DATE: 10-12-ZDUY GWIfnO .W.NINn• d. ,A, nndn 111• IeL.n Nam Inge. eFING(I ne Mown on U. drr.1pOm.n1 Non• I. VR0"F Cmr. IL w.pored % SIp LppllwM and G AnponrI.., nl.a Wo, 23. $6156. 'A R<Id VeRROOII •-.. J of eOld ey-11t;g,!..wad* I- HNJ Plot plea n AND A. YORK-REC. LS. ® MT-M L'NWMERS INC. ,pwz • I. am.®."It Myn.®w 10-12-dr Plot Plan WI /'1! In 'WN•arel Vfa Vr, $.OIIO" I'-. n Ov Mhinn In Nen1111An [a..mL?, Ind/no. ar prr plat Ihefeol, nppM.o or in.lYVm.n1 No. 7006000 68091, PIoI Cabinrl d. Slide 101, In M. Offle. of Me A.LD~ of NvndlleA COVn Iy. Indian.. LEGEND: ® SANITARY MANHOLE ® STORM MANNOL£ ? ' Scule: 1 - 315 ® STOR4 INLR ARE wEIRAmt G rs ?G - - 3ANITANr LATERAL -Wd --SANITALY MAIN STORY 10362 NDMA WVN! -V-- - WATER LOT . Y8,780 9-E. - - - - - SUB SURFACE DRAIN ZONING. S-f DRAINAGE FLOW TO MIT N SIDE YARD 09910 FROP05CO CRAVE 30' AGGREGATE 20' MIN REAR YARD paV.O EAISUNG GRADE- 0-3 BACK OF CURB TO BACK OF CURB R/w RIGHT OF WAY B. L, BVILOINC LINE VAR. O.E. VARIABLE DRAINAOE LABEMENT LA. COMMON AREA O. btU.E 0"AINACE AND . UTILITY EA5CMENT _ R O L REGULATED ORAINAOE EASEMENT FINISHED FLOOR ELEVATION= 889.06 CARACE FLOOR ELEVATION. 61111.39 OASEMENr ELEVATION= 878.08 ASSUILI SANITARY DPSTREAM T.C. 1WNC1U0. LEY.='. W0.00 DOWNSTREAM T.C. 1WNO107, CLEV.- 087.21 ASUUILT 5TORM EL D YARD INLET T.C. 1825, ELEV. 88191 DOUBLE CURD INLET T.C. /676, ELEV.= 885.72 DOUBLE CURO INLET T.C. 1827, ELEV.- 86G.32 '111\1 ?°? °p ON. )0? `L•.. A .,11, ...r No. R. L5202000 3 \ STATE OF / ?/ iMr Ow•y w NDI .nIMC.a wp0 ?Y hOM1..n110 a anln,wnv,l s.?v?IM OowOp'v awry, v •N.n. rarvry. P• a eurV.ynr LNCNIkn R•NO NOTE: VERIFY SANITARY LATERAL LOCATION PPIVIP TO ORIVEWAF,, CONSTRUCTION, INSTALL SANIOIAY LATERAL PRIOR TO 3' WAIN CONSTRUCTION. "HOLEY MOLEY" - D? W..Yr R..rl TAT W W . b `' 1-BOO 1-000 701 3"I D ""A" -BS W10a. "UN, . O,M D•r mNlm,e W. LO• IG-19-I901, rt W ovNlN.l III. WI W .ACa•pl. •.IlNUrI .llf;ny Ina un0.rgr.dnd looalion Vdu I 2) "orC ra Unq aep eelw. mmn.ncMq .PTY. KA tA-tY-tdYt , - - .NAnA. HUSKY BUILDERS An n-n-np na. aau ood et.a um . Irev Ir. Pln.a'T.1 nn pI•MN-en