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Home My WebLink About07120007 Sewer/Water Permit/sCITY OF CARMEL Item 1 of 1 PERMIT RECEIPT Sec:28 Twp:18 Rng:3 Sub:B62 B1k:9002 Lot:49 PARCEL ID ........: ZE6249 DATE ISSUED.......: 12/04/2007 RECEIPT #.....••••: 26919 REFERENCE ID # ...: 07110152 SITE ADDRESS ..... SUBDIVISION ...... CITY .............: IMPACT AREA ...... 13391 ABERCORN ST VILLAGE OF WESTCLAY CARMEL OWNER ............: BROOKSHIRE ADDRESS ..........: 2764 MP_RALICE DR CITY-/STATE/ZIP ...: CARMEL, IN 46033 OPERATOR: plux COPY 4 : 1 RECEIVED FROM .. .. : BROOKSHIRE, INC CONTRACTOR ..... .. : LIC 4 XGRAVER COMPANY ........ .. : CRAVELIE EXCAVATING ADDRESS ........ .. : 11623 BROOKS CT. CITY/STATE/ZIP . .. : CARMEL, IN 46033 TELEPHONE ...... .. . (317) 843-1210 FEE ID UNIT QUANTITY AMOUNT PD-TO- ---- - DT --- THIS REC ---------- - NEW SAL --- ---------- 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 PERM IT ---------- 1396.00 0 .00 1396.00 0.00 METHOD OF PAYMENT AMOUNT \JM'IBER ----------------- ---------- CHECK ------- ---------- 1396. -- 00 - 5716 TOTAL RECE IPT 1396. 00 CITY OF CARMEL / CLAY TOWNSHIP 4 WATER / SEWER PERMIT / RECEIPT PARCEL ID #: ZB6249 LOT & SUBDIVISION: 49 VILLAGE OF WESTCLAY ADDRESS OF CONSTRUCTION: 13391 ABERCORN ST CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: BROOKSHIRE, INC CHECK M 5716 EXCAVATOR INFORMATION: Name: GRAVELIE EXCAVATING Ph. #: (317) 843-1210 Fax #: Email: Street Address: 11623 BROOKS CT. CARMEL, IN 46033 Bond Expiration: PERMITTYPE: USEWRWATR Special Notes/Conditions: SEWERIVVATER PERMIT Permit #: 07110152 Date: 12/04/2007 LOT 49 VILLAGE OF NEST CLAY, WATER PERMIT ' NO NOTES ` The buildine d Sewer Shall be love setter pipe meeting ASTN1 specifications 3014 SDR 35 or 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 AS'l M 2321 for pvc pipe and the Uniform Plumbing Code for the State of Indiana All installations shall be in strict compliance with pertinent Cin, of Carmel ordinances. Back Water check halves shall be installed in accordance with City Code Section 9-122(a). and sections 113008.1 and 2 of the International Residential Code. All building sewers shall be 6' diameter. All installation- -hall be `open trench" inspected and approved by the Carmel Sewer Deparnnent before any backfilling i<_ done. Non- compliance may result in digging up the sewer installation and/or denial of (inure sewer permits andior denial of water connections. No footins or foundation drains or other sources of ground water or storm water shall he permitted to enter the public sewer. Sewer inspections should be requested at (3 171 5,71-2048 one to tour 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 server (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. It any street most be cut a senarate street cut nermii shall he obtained. APPLICANT NAME: RONALD L NOVITSKI PAYMENT RECEIVED BY: FEES: $1,396.00 Regional Wa!5t-e istri't . Residential SANITARY SEWERTE@iNOT 00719' INDIVIDUAL LOT'/ EXISTING.BUILDINGS Permit Type Final Subdivision _ Village of West. Pay, Section Number 9002' - lift Station, 19 Village of West Clay StaYibn. Treatment Plant MIX - Builder Brookshire Homes Lot Number ------------- 49 ------ -------- Address'Nd'mben ---------- . 13391 -------- street ------------ --------- ApercorrtSt ------ city Carmel Zip Cade ------------- ----- 46032 -- --- County ---------- Hamilton ---------- Phone.Number Pareel Acreage EDU'in Gallons 314 Invoice Numbe? PLEASE NOTE: I`nstalEabon of tiullding"sewar•st all beiper tl Di,stnci'(see reverse) and any _eonditiohs noted below. All it "open trench" phase,and'before backfilling'with,stone to4we drains, or'other-sourceS of;groundronstormwater, shalt be p bis'triclwilfassume:no liabi[ity4or°drains °which `are,belowth laterals Which are extended beneath driveways or sidewalk- 'will be'responsible;tor,damages tb'Ihe.District's sewer syste manholeaids and the like; caused by,constmciion.activityor Local Sewer Charge, Plari Review and inspection - Application,Fee $S ]D 00 EDU.Fee $1,650:00 ----------------------------- ,Interceptor'Fee - --------- ---- Fees'Due $1 7,54;013 3o ies damageso site,which is the by Inspections°by'the. District;are'MANDATORY and shall b arranged by contacting the Dlstricfs office at 844'9200 24 hours iniadvance. V1 new constructiomwill be placed onbilling six months aftecconneclion hasen,made or when wafer is, connected, whichever comes first. The building has: USMH VWC-4z3N yWC-472NDSMH, Grease Trap _ No Slab Foundation No Lrd Elevation g02i29 -' 898 62 ft - - - - - - - --- - - - - - - - - - - Grit lnterceptor No Crawl Space -_-- No First FioorE€evation 903.3011 903_30 ft, Grinder Station No Basement' Yes Basement Elevation 893"30 ft 893:30 ft' `Calculation is bestH'on h6lli.Menhiile lid Ele?afions and the wevarron e(lhe Firsf F1ncLr 1.0 4 48 Per Drdinanee;9-.13-99'and,the elevations.proviiied,.the:substruct_ure,shall.be plumbed;by: Ejector Pump Only The Oistiict r"ese 9erlbe' igfit?to,inspect all sumppump ' connections to ensure no illegal connections have':been made.. Manholes shall remain, accessible at:all limes? Buried "manholes will beiuorrected;by fhe Developer/Owner:, GondttionaiP,errtiit Terms:' All conditions have :been'met.Connection:to,the?sanitary.'sewer , is, now permitted. Sy.signing.below, Iattest-that I. am'familiarwiththe Ost fs Specifications_antl_agree; to accept responsbtlity.rot all work'dohe"under This permit. Builder! Owner Signature: Phone Number Approved-By 4+-, ,(%'i1*rPlcC-P? rscel. Permit'Date t.t7812007 Revised,7126107' Permit.is valid:for ONE YEARtrom [tiedalerssued, Permit;valid only with CTRVW seal inured ink. SUMMARY OF]_AfERAL INSTALLATION REQUIREMENTS 1. All:houses, buildings, etc„ shall connect to lhe.Dfstncfs:sanitary=sewer system within 90'days'of nohce providing,;a ,sewenis-within 300 feet for Hamilton County or 100 feet4or'Bocne.County_of theprop'erty line. Only one building may, ?cennecf'to lhe,sewer=main per lateral'unless;otherwise approved:bythe Distdct' 2 No;fdundation or other storm water drains,shill 'be interconnected lo' the sewer. lateral installed and connected„to- the District s'sanitarysewer. 3. Ttieaexisiing sewer line from the building,to the septic tank,may`only be-used if it'is located, under'a°building addition, patio„porch o ;paved driveway Alr,test;is,requlred to snow1f:accepfableJor re=use. The,property`owner shall bear.the cost, of all testing The. District inspector must bef.onsite for the;duratiomof'ii.air test. 4 The.6wn6,or,contractorsliall notify the District ptiorto covering the,, installed lateral so that the:Districi,can mike-an inspection to determine compliance with the District s sewer`use- ordinance. -Such notification shah be, made-24,hours prior toahe need for the tnspection If the Enspec""lion fans and a second mspection,is required, or contractor is not on site ,for "scheduled inspection; or fads to cancel inspechon, aii additipnal'fee of $,100.00 will be,due. This must be paid prior'to'thetime of,the fodow'up inspection; 6. Property'owners are hereby advised that the County:BoaM.bf Health regulates the:operation'and:rnaintenaiice-ot private sewage disposal (septic) systems The County Ord_inariee.pmvides in-pa rt that, upon eonnection'to`a public .sewer, a septic lank ... 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 andlto nolity, the department of'the, abandonment. %6: Acceptable P.,,ipe.Ma€eTiels'. RVGP.IPE SDR'35 or SDR26,•ASTM D3034,?SIX INCH PIPE PVC?PRESSURE RATED'PIPE' SDR 21,:ASTM D224,1;,,;SIX'INCH PIPE RESTRAINED JOINT PVC PIPE (DIRECTIONAL, DRILL)sYelomine SRD 21; ASTM D2241, SIX,INCH'PIPE (6se;only per;approval of the DistriictEngineer) GASKETED JOINTS: ASTM' D3212. GASKETS; ASTM F477 FITTINGS: SDR:26 or'betier (NO femco`s allowed) DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS RRIVATE GRINDER POMPS'ACCEPTABLE PIPEMATERIAL- HDPE DR1.1"with Compression Fittings, Mechanical or Electrbfused Joints CLEAN OUTS TO;BE LOCATED NO'MORE THAN THRFE,FEET FFiOM,THE FOUNDATION AND FOR GRAVITY LA FERALS:NO MORE THAN 100, FEET APART 7: Bedding Use Number 8 crush be°placed from 6 inches_below to inches'on boftsidesefthe.pipe) backfill material is to si'Incties wide (six 6 Laterals shall be installed no closer than,20 feetfrom waterwells unless PVC pressure grade pipe is°u"sed meeting ?SDR 2.1'`and ASTM, D2241. Any proposed installation requiring pressure pipe shall' be reviewed'and'accepted'by the °District'and the Districi's'engineer prior to instal€ation. 9. Wtiere'a transition is,made 6etweemSDR 35,'pipe and pressure grade SDR,21 pipe, a ductile iron gasketed mechanical coupling shall,l5e:usod: 10. Laterals shall terminate withm;3 feet of the building uriless tRe conditions in.ilem #3 above'are.ri No glued.pipe shall bej ..,alled=outside,three feet-of:building:foundatipn walls. -i1. Additional informatiowon.Distiiot standards and specifications'"may'be obtained,from the Distric8s.office during, ..business ,hours of 8 00a.m.,to4.Xp.m. Monday through Friday •AII District. standards can beelocateo on our web' ii a thtlp!lwswu.ctrw org1., __? --.- ?G!ay,TownshipRegional:WasteDistrict^10701aCollege-Avenue.- 5wte Aandianspolis; Indiana 46280. 12. "Septic effluentsiiall.not`be pumped cul irito the santtary.sewensystem. 13: The District.sh5II tnspect.ALL laterals: PIe iasa call thesDistrict•dffice at 844.9200 24-ho rs prior to time of 14. Contractors shall la'y`14 gauge-solid wire the entire length of theiateral. Wire is to be placed on"top ohthe lateral.. The Districtinspector•wilEverify placer enCoflthe wife: Afterin'pection„bedding.is to be,placed on top> 15. 'Call before"you dig: IUPPS 1-800--382,5544,=48 Hours pnor to„digging. Re4ised`10109N7' ® G r o u 00.0 PROPOSED GRADE PER PLAN GROUNDWATER FLOW s++- SANITARY SE'NER UNE --s'+?- STORM SEWER LINE -ATM WATER. UNE ----------- EASEMENT LINE - BUILDING STBACK LINE MIMMUM SETBACKS 5 Fee: or fi% I of width Q R!_. (8.6 F-1 20 Feet 15% of lot width ®3 L ('D.3 Feet} I LOCATION PER 1CTION PLAN '.S. CONFIRM BEFORE ICTION OF 6" Y LATERAL AND ;ERV1CE LINE. ONCRETE APRON TO "METING ALLEY PAVEMENT )N )T PLAN WAS ;O 3ASED ON TION TAKEN FROM PLATS, SUBDIVISION RECORD DRAWINGS AN'S PROVIDED 3Y IT IS THE A6ILITY OF THE :TOR TO VERIFY sITE INS PRIOR TO ICTION AND NOTIFY A GROUP LLC ??d K OF ANY ANCIES. NOTE: BUILDER IS TO GRADE SIDEYARD SWALE TO GRADES SHOWN ON THIS PLAN. IF BUILDER IS UNABLE TO ACHIEVE POSITIVE DRAINAGE AWAY ;ROM PROPOSED STRUCTURE, THE ENGINEER SHALL BE CONTACTED. BUILDER IS NOT TO DEVIATE FROM GRADES SHOWN ON THIS PLAN 'NITHOUT THE CONSENT 0: BOTi-1 THE ENGINEER AMC- BRENMCK. LOCATION OF UTILITY LATERALS ON PLOT PLAN ARE GENERAL LOCATIONS PER PLAN AND SHOULD BE VERIFIED IN THE FIELD. NOTE BUILDER TO ENSURE POSITIVE FLOW AWAY FROM STRUCTURE, NCTF: SUMP TO BE PLACED BY BUILDER AS NEEDED, 2e a' cemc. ,\? 9P,Ibg Qo / ky / QFftAGE { oar, EFE=1o].E n \ 9 9? H G N t? ? ? \ C ? 4,? .y,K ?layvB? v \ v 3Ib.81 A? 1r. 4' \ SzN .-IAT. \ N? \ \ ? 20.C 24 \ 9 0 ?63.? FROPCSED FA.N h MSY ^o^ FESDENCE FFE=°13.3 ,r 2 FSL FFE=E3].12 ?. h N ? 20x='T \ 9Cn 8 1l \ \ 11' B99 ?S. O. g7 LOCATION OF UTILITIES ON PLOT PLAN ARE GENERAL LOCATIONS PER PLAN AND SHOULD BE. VERIFIED IN TGE FIELD. GRANULAR BACKFILL SUGGESTED UNDER DRIVEWAY AT"SANITARY SEWER, LAT-RAt:,TRENCH, WATER LINE TRENCH AND ANY OTHER EXCAVATED AREAS. (IF SITLI4hON OCCURS) NOTE: (SECONCARY AREAS - WESTCLAY) MAX. HEIGHT: 33' ON LOTS 100' AND LARGER 'TO EVE LINE) 3C ON LESS THAN 100' MAX, COVERAGE' 507 NOTE: THE INFORMATION FOR THE ELEVATION DIFFERENCE BETWEEN THE PRIMARY FINISHED FLOOR ELEVATICN TO THE TOP OF BASEMENT 'HALL AND TO THE BASEMENT FINISHED FLOOR WAS PRO?UUED BY THE BUILDER. \ c "A" \\ \?0-00ODS \ I/ p\c n_ 9DD.9 A ,y b arty Description lumber 49 in the Village of Westclay, Section 9002, an Addition in Hamilton County, ia, as per plat thereof recorded as Instrument Number 200600017010 found in the of the Recorder of Hamilton County, Indiana. Prepared For: PLOT PLAN Brookshire h'crnes NC-077y ae: 1'=3D' Drav;n by: CJR Residence: te: . 13, 2007 Revised: 13391 k.bercorn. Street Sept AREA OF 'NA.TER TAP TO BE BACKFILLFD KITH GRANULAR MATERIAL TO IMTHIN 10" OF TOP OF CURB. ALL MUD IN STREETS FROM TRUCKS LEAVING LOT TO SE CLFA.NED AT THE END O7 EACH DAY. AREA OF WATER TAP TO BF RESTDRED TO ITS' ORIGINAL CCNOITION PRIOR. TO CCNSTRLICTION. ALL SERVICE LATERAL CROSSINGS AT CURB ARE STAMPED SS- SANITARY SEWER SO= SUBSURFACE GRAIN 19= WATER NCTF: (PRIMARY AREAS - WESTCLAY) HEIGHT: 30' BUILD-UP LINE: 2 STORIES MAX. COVERAGE: So% NOTE: PAD ELEVATION SHOWN IS PER PLANS AND IS NOT THE AS-3UILT ELEVATION'. SILT FENCE TO BE USED W'.-HERE NEEDED TO KEEP MUD OFF CF STREETS AND OUT OF STORM SEWERS. FLOOR ELEVATIONS AND PAC GRADES DEPICTED ON THIS PLOT PLAN IS OPEN FOR REVIEW BY BRENWICK DEVELOPMENT. THE BUILDER 15 CAUTIONED THAT SAID INFORMATION IS SUEJECI TO CHANGE. LOT; 49 16,049 ST LS20200083 ' xoJill .IGrR/S i?! ? gym: :, i STATE OF i ?ir?NUntati??.. SUR F- Vv?