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Home My WebLink About07100222 Sewer/Water Permit/sCITY OF CARME'L Item 1 of 1 PERMIT RECEIPT OPERATOR: elacey COPY k : 1 n Sec:32 Twp :18 Rng:3 Sub:SBS Blk:2 Lot:16 PARCEL ID ........: 1709320006007000 DATE ISSUED.......: 10/31/2007 RECEIPT 4.........: 26674 REFERENCE ID # ...: 07100211 SITE ADDRESS .....: 3248 HOMESTRETCH DR SUBDIVISION ......: SADDLEBROOK AT SHELBORNE CITY .............: CARMEL IMPACT AREA ...... OWNER .......... ..: ADDRESS ........ ..: 3248 HOMESTRETCH DR CITY/STATE/ZIP . ..: CARMEL, IN 46032 RECEIVED FROM .. ..: TIMOTHY HOMES CONTRACTOR ..... ..: LIC # XSANIMAN COMPANY ........ ..: SANITARY MANAGEMENT & ENG. CO. ADDRESS ........ ..: 11901 LAKESIDE DR. CITY/STATE/ZIP . ..: FISHERS, IN 46038 TELEPHONE ...... ..: (317) 577-1150 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC ---------- NEW BAL ---- ----- ----- ---------- ------ USFWATCONN FLAT RATE ---- 1.00 -----31----- - 10.00 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 13396. -- 00 - - 15845 TOTAL RECEIPT 1396. 00 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT \{A'OixNFi PARCEL ID #: 1709320006007000 LOT & SUBDIVISION: 16 SADDLEBROOK AT SHELBORNE ADDRESS OF CONSTRUCTION: 3246 HOMESTRETCH DR CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: TIMOTHY HOMES CHECK #: 15845 EXCAVATOR INFORMATION: Name: SANITARY MANAGEMENT & ENG. CO. Ph. #: (317) 577-1150 Fax #: Email: Street Address: 11901 LAKESIDE ?R_ FISHERS, IN 46038 Bond Expiration: PERMIT TYPE: USEWRWATR Special NoteslConditions: SEWERiVVATER PERMIT Permit #: 07100211 Date: 10131/2007 LOT #16 SADDLEBROCK@SHELBOIJRNE WATER PERMIT ' NO NOTES' The building & Sewer Shall be pvc Sewer pipe meeting ASTIs1 specifications 3034 SDR 35 of late=_t revision, or vitrified clay pipe, mectine, ASTM specifications C-700 for extra atrength clay pipe orlatest revision unless other materials are hereby permitted in writing. the sewer shall be installed in accordance with AS rM 2321 for pvc pipe and the Uniform Plumbing Code for the State of Indiana. All installations hill be in strict compliance with pertinent City of Carrnel ordinances. Back Water check valves shall be installed in accordance with Citv Code Section 9-122(x), and sections 1`3008.1 and 2 of the Intemational Residential Cade. All building sewers shall be 6" diameter All installations shad be-one t - 't " i iu?pectcd and anrunved by the C' 1 S - °r Denartmert before auv backtil Ii re is dune. Non- I compliance may result in digging up the sewer installation anther denial of Aunre server permits andlor denial of water councction,. No tooting ar foundation drains or other sources of ground water or storm water shall be permitted to enter the public serer. Sewer inspection4 should be requested at (3 17) 57 1-2648 one to four hours inadvanca No inspections or installations will be made on Saturday or Sunday or holidays unless arrangements are made at Icast 24 hours in advance. All plumbers or contractors installing sewer (or water) lines shall have a plumbers bend posted with the CITY ENGINEER'S OFFICF_ If any street must he cim a sannrare street cm permit ;halt he nhramed. APPLICANT NAME: DAVID HATCHER PAYMENT RECEIVED BY: FEES: $1,396.00 Regional Waste ®ittric :Residential,; SANITARY SEWER PERMIT 60673 INDIVIDUAL LOT I EXISTING BUILbINGS' Permit.Type Final Subdivision Saddlebrook at Shelborne - -- --- - - -- Section Number Lift Station 16 Zionsville,Pt_esbyterianTStation. Treatment Plant CTRWD V+lVVTP' Builder Jones Building Grcup_ -- - - ------------ Phone Number 317=557 9443^ Lot Number 16_' Address,Number - _ K3 _ -- -- 248 Street Hamestretch?Dr - -- _--- - ----------- city Car"rriel Zip Code 46032, County Hamilton Local Sewer Charbe Plan Review and;lnspection Application Fee $]OO.BO ---------- ------ Parcel,Acreage I EDU Fee s1 20o 00, EDU in,Gallons 310 Interceptor Fee Invoice. Number PLEASE;NOTE bistrid(see revel "open,trench"'ph, drains, or others memo e. "sewer and any conditions'noted'beiow: and before backfitling with"stone `t es.of<oround,or sl:Wnwater. shall rages to caused orsidewalks.. Fees Due ulahons<shall,.be,inspected by. DlstriCVl)ersonnel during Inches above the;pipe. NO"footing,or'foundation. fitted totenter the bistnct's sanitary sewer system. The rade'levef.of the-fiearestzdownst'ream,maAcilemor, for he'permit hoider (property owner developer orbu lde?, This;includes'derim es'lo'manholes. casttncs. (ding.site which it the subject of inspectioris by tlie?District are MANDATORY•and shelf be arranged .bycontactirg the-Districts office.at844:9200 24 hoy?syin advance. All new constructionwill'bel' ced on'biiflrig six: months afte r connecti on has'been'mado?oc - Pie when water is'connected, wfiicfiever comes;frst..` The buildinghas: USMH SBK=415 sf3k-s14 DSMH r Grease Trap N6 Slah Foundation Y-NO?LfdElevation _ 905 1.38 ft 90557It Gritlnterceptor No Crawl'Space - No. Fist- loop Efevation 908.00 ft '668,00 ft Grinder,Station No' 'Basemt;nt Yes Baserrient'Elevation 896Oi7Ft . , 898.00'Ttt Cvfcurabon is based;on'buth Manholo'Ud. Elevations and th& 6;6Uaf r bf the Firs(Fi6or Z 2 ( -mm_ Z 43 P.er Ordinance 9 13=99 and he:elevatonsprovided, thejsubstructure: sha11 be plumbed`by: eppetor Pump The district reserves;the ri ht to'ins "ect.all sum' g p p pump cdriiieclions'la,ensure no illegal connections_have been made.. FManholes.,shall remairraccessible atall,times . Buried,manholes'will:be:corrected-by'the De0eloper'lOwner. Condifional PermitTerms: All'conditions,have-been'met-Connection?to the. sanitary sewer is now'permitad, By,signingbelpw„Lreilent that tam build`eo c and agree to;a'ccept. respb6sibility.fm all work done unde this permit, rn t?hone Number plc/-'3s? ? Permit Date 1012612007 Revised 7!25107' Permit is gAid forONE YEAR.fram;the,dale issued. Permit valid only with CTRV4V seal in red ink. SUMMARY "OE'LATERALINSTALLATION REQUIREMENTS is Ail "houses, buildings etc., shall corinect 161he_DiMrict's,sari itary `sewer-syStern within 90 days of notice providing a, sewer' is, within 300 feet far Hamilton County, 100 feet for Boone County of the.property,line: Only,one building may connect,tc the,sewermain perlatera,unless otherwise approved by the 21. No foundation or other-storm w6te'r drains sh'AII'6e interconnected to the;sewer lateral installed and connected to the District s samta . sewer, 3. The.existing sewertine-hom4he.building to, addition; patio, porch-or'paved.driveway. Alrtf :shall bearlhe cosfFcf:ali'testing. The'Distiict.ii be'used if it is'.located;under a building acceptable for re-use: Tho;property owner rordhe;'duration 6( the air test. 4 Theownerfor cori6ad6r shall notify the District prior,to covering the installed lateral so that the District can rnake an ,inspection to deterinin`e co ripliance'withithe District's sewer use ordinance Such;nohficafion shall be made24 hours priertoahe need-;for'the inspection: 'If the inspection,falls and a second; inspection is required, orconlirAtor;is not on. site for scheduled inspection; or fails 1o.can6l"'inspection; an addi6onalfee ef; 100.00 will be due Tfiis must be paid pnorto tt?e time of;the follow up inspection.. 5. Propertyowners;a- re hereby advised that the Ceuri y Board of Health,regulates the operation and; maintenance:of private sewage disposal (septic) systems. The Count)fOrdinance,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 manher.i' Please:contacf'the,appropriaie CouniyBOarcl of Health forfuhher,information and-to notity the departrnentof'the.abandoni-ri 6!, Acceptable. Pipe -Materials PVC PIPE: SDR36 or SDR 26, ASTM D3034, SfKINCH`PIPE; PV.G PRESSURE RATED PIPE SDRC21, ASTM:D2241,.SIX-INCH:PIP.E RESTRAINED.JOINT PVG_PIPE (DIRECTIONAL_DRILL)Yelomine`,SRD 21'„ ASTM D224h, SEX INCH P,IPE(use-only per approval of the'District Engineer GASKETED JOINTS:,ASTM-D3212 GASKETt:.ASTM F477 FITTINGS,,SDR,26 orbetter (NO fernco'smallowed), DUCTILE IRON MECHANICAL COUPLING WTH.P_ROPE'R,.,FITT_ INGS ?" ` ` PRIVATE GRINDER:PUMPS,ACCEPTABLE -11 , . - .. RIAL. HDPE DR1.1 with Compression Fittings, Mechanical or Electrofused Joints CLEAN OUTS TO BE LOCATED NO MORE:THAN,THREE FEET :FROM;THE F6UNUATiON'AND;FOl3^GRAVITY, j'ATERALS NO MORE THAN'100 FEET APART 7. Bedding Use Number B,ciushe8stone or Number 0 fractured face aggregate: Number B stone backfill material is;;to_ be placed from;6 inches below to I2jhches above'th84)ipe. The trench'snould?bel,a minimum of flinches wide{six, inchesoon both sides of the pipe} 8. 'Late- ralsshalt be'installed no closer than 20,feeLfrom water Wells uriless PVC pressure`grade?pipe is used. meeting E F. in SDR?2tl and ASTM D2$41.. Any proposed installation requ_mg,press ure'pipe stSall be reviewed and accepted'by he. DistrieViand the.District's engine erpricr'to installatibrL. 9 Vitt,ere a,transition ls;mMe between,5DR,35 pip0and pressure grade 5DR 2h.pipe; a ductile iron gasketed mechanical couplings! 'ILbe used. '10. Laterals shall terminafe withm:3;feet of the building unless.t.he,6o_ nditi6ns in,item #3tabb4e are met: Nwilued pipe shall.be instafted;outsideithree feet of 6uilding'fioundatlon watts,: n`District standardsiand specifications maybe obtained from the Distnct's,office during to 4;30 p,m. Monday through„Friday: All District standards can be located on our web site Clay Township Regional Waste:District 10701,Gollege Avenue - Suite A Indianapolis,andiana 46280 12' Septic effluent.shall notbe pumped out,into"the sanitary;sewer system. 13. 'The Districtshall"inspect ALLlaterals'. Please call the'DiMrict,office aF1844.9260 24 l ours prior to:5rne of '14. C&tFactors'shall' lay 14 gauge-solid wire?:the entire length of the,lateral. Wire'is to be placed ontop of the,la_ teraL The District inspector willmerify'placement of the'wire., After inspection„bedding1s,te he placed on top. I5 Call before you.,dig. IUPPS 1-800-362;554,4; 4p hQurs'priorto digging: Revised110109107'