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Home My WebLink About07090031 Sewer/Water Permit/s' Regional Waste ®istri_ t Residential 00485. ,SANIZARY'SEWER PEF(MIT INDIVIDUAL.LOLf EXISTING$UILDINGS. Permit Type Final - - ------- Subdivision - ------ ------ Village of West Clay' ------------ -- -- Section'Number 6002 Lif.'Statio.h - ----- 19 Village of West Clay Station; ------------- ,Treatment Plant Mix Builder R land: Homes Phone Number _ 845-2783 Parcet:Ac"reage EDU'in Gallons invoice Number NOTE: Installation of built ee.reversp) and any cond nchI•phase and,before ba ,are manhole Itds,and the like; caused by Lot. Number - 983, Address Number 2532- _ ,Street ------- -- Woodley St - - - .rlty' Carmel `Zip'Code 4,6032 County Local Sevier'Charge Plain Review and Inspection ApplicatiomFee $100-00 - ° - - ---- - EDU. Fee $4;650:00 ; Interceptor.Fee. Due r:thespecifications.of ttte Clay 'Township Reg onal'.1Naste, I installations shall be"lnspected.by District personnebduring, Welve,inches above the pipe ND footing orfoundation )_,permitted to enter-the Distries sanitary?sewersystem: The the grade level of,the nearest downstream manhole nor for lks:,The,permit`hclder'(property owner„developer orbuild'er), stem. this includes damagesto rimanheles, castings, on the budding site which is;the sub.iect.of this permit- Inspections by;the Distnctare MANDATORY and shall be arranged, by contacting the District's office at'844-9200 z . - 24 iiouran.advance. All new coristructioh will be'placed-on billing slxmonths after connectiorthas?been _made4Qor, when water is connected, whiehevercomes first. The building has: USMH,VWC-t38W VWGI09WDSMH' Grease Trap = =NO_ 'Slab Foundation No Lid Elevation .54. 1 905867ft Grit Interceptor No Cra"wl Spaca No. First Floor Elevation 909!60 ft 909:60 It ---------- Grinder Station No Basement _ Yes' Basemeritt_Elevation 899-- ft 89960It Calculation is based.on both Manhole bd Elevations andlhe efegafion of the, Frsf Floor ?2 06 _ 3.74 , Per Ordinance9 t3-99 and the'eleva{ions.provided3pthe,substructureshall be plumbed, by; Ejector.Pump Onty The-District °reservee he right to inspecCall sump pump connections to ensure no illegal connections have been made. , " IViariholes shall: remain;accessible-atall'rtimes. Buried manhol-eswrll'be;corrected by the, DeveloperlOwne r. Conditional Permit , Terms, .All_conditions?have"been,met Connection to the sanitary,sewe C1R\'tlD By:signingl below, I, attest that I am famdiar,witls;the Builder'! Owner'Signature Printed Name and agree to accepi riSporisibility for all work done under,tbis permit. -".. /-Phone Number Permit Date W12007 Revised 7f261g7 Permit is valfdifcr DtgE-YEAR from lhedate;issued: Permit valid only with CTRWD seal in red.ink. SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. All houses, buildings, etc ,.9hall.connectdto=the 6istrict's,sanitary sewer systern within 9,0 days of notice'providing a. seweris:vvitl iri 300 feet for.. Hamilton County. or 100 feet-for ;Boone County of the property'line. Oniwone building may connect to ihe.sewer main perlateral,unless, otherwise approved by the.District. 2. No foundation orolhecEStorm water _drairi shall'be'ihtercdnnected to the sewer lateral' installed aifd connected to the l7istrct'srsanitary sewer. 3-'The existing.seweruline:from,the building to theseptic tank'may'only'betused it:it-is,located, undera;building additidn, patio,'porch orpaved driveways Air testis required to show if acceptable.for re-use, The property owner shalt bear the cost:"of all testing. The,D strict inspector must 'he'onsite for the duration.of the?atr tests 4. The owner or sewer use ordinance. fails and a=second insr ction. an additional fee 6: Ac60pt6ble, Pipe,llitalerials: PVC.PIPE: SDR35'or,.SDR^26; ASTM Dki39, SIX INCH PIPE PVCPRESSURE'RATED PIPE: SDR 21; ASTM'42241,aSIX INCH,PIPE RESTRAINED JOINT PVC.PIPE (DIRECTIONAL DRILL): Yelomine SRD?21. ASTNr D2241°SIX;INCH=PIPE (use only per approval;of;the District,,Engineer) GASKETED JOINTS:,ASTM D3212; ,GASKETS: ASTM F477 FITTINGS 'SbR 26 or. better (NO fernco!s allowed) DUCTILE, IRON'MECHIANICAL`COUPLING WITH PROPER FITTINGS, CLEAN OUTS'TO BE LOCATEb,i b MARE THAN THREE FEET'FROWTHE , FOUNDATIONAND NO'MORE THAN'100;FEET'APART. make: an 4 hours 6041`66 6e paid 7. Bedding Use Number 8 crushed' stbhe or Number Btfractured:face aggregate. Nuniber8 stone,baekfltmaterial is to oe,placed from 6 inct es below to'12 inches:a6oveane pipe. The;trench should' be ;a minimum of 18 inches wide (six,, ircfies`on both'sides`ofthe'pipe) B. Laterals shalt be;installed no closer than 20-feet4from.water-wells unless PVC pressGW&ade pipe`isiused meeting SDR?21 and,ASTM 02241. Any proposed installation requiring pressure pipealiall be revieweii ana.accepted$y tl e District and the,-Districrs engineer prior to installation. 9. Where a transition is made between' SDRs35'pipe and pressure, grade SDR.24 pipe;;a.Auctile iron gasketed mechanical ccupiing shall be used. 10'..Late rals shall,terminate within'3 feet of the;butlding unless the,coriditions in-item #3.abcve"arermet..No. glued pipe shalhfie installed;ou s de, three feei'of buildi_9 ffo u-ndation wa11 s- 11. AdBitional'information on, bistrict•standards a business hours of`B: 0a.m.':to 4 30.p:m.,Monday aY h ttp JI www;ctrwd ; o rg 7. Clay Township Regional Waste District 140701 College?Avenue - Suite A`Indiariapclis, Indiana 46260 our '12'. -Septic effluent shall hot;be pumped out:into the'sanitary, sewer system. 13. The>Districtshall-inspect ALL laterals: Please caltthe'Districtoffice at 844.9200'24,hours prior to tir'ne of 14: Contractors shall lay'14.gauge-solid wire`the entire,length of ttieiateral. ;Wire"IsIto oe,placed on top of'the.lateral- The = District.inspector will-verify placemenYo-f the:wire. Afterinspection;,.bedding: iis to be placed on top', 15: Call before you dig., IUPPS 1,7800.-382-5544,:,48, hours prior-to-digging. iiev'rsed 7r24i07L The Schneider Cerpontion 8901 Due Avmue ®aturle Fort Earev® Wdkttnpolls, Iiii 406-10.97 517-828-7190 317-e20-72DO PAY This Plot Plan Prepared For. R.H. of Indiana ELat.?#19837, containing 7,200 S.F.t, in ?Viila of_WestcJa? ?$BCdCPI°?'?02 INS70200.500080673, P.C. 3, SLIDE 791 REPLAT - INSLJ2006010006945, P.C. 4, SLIDE 31 Hamilton Countyy, Clay Tap Sec 19, TAN, R03E (2532-WQQDLEY?STREETY (45'R/W) ?m eel, _ 1 N -_-A 5?7,/?{r0 3 L Prepared Oate:8/27/07 : By. WRW Proposed Buyer(s): INVENTORY Ccr itv ResLic€lons: Side Yard = 5' MIN (ONE SIDE) Recr Yard = NIA Aggregate =_2G% LOT mCF-I .MIN. 5' ONE SIDE Zoning = 51 Ground Cover Calculations: Drive =1074SFt PobIIC Walk =250 Si Private Walk =39 SF+ Sod =374 SYf , entire yard. b&-rlr8 Sur-ling fmdecape AroMitttere GIS • DS Gealap Plot Plain Legend EEO Proposed Grades 000.0 Exlstfng Grades ?OXO Contour Grade # Approx Lateral Locotion - a Sanitary Sewer tines qtr Storm Sewer Lines - v - water Service Units - - - _ - - Sub-Surface Dram Lines • Manhole (Sanllay or Storm) ® Beehive Inlet (Storm) ® Curb Inlet (Storm) D End Section (Storm) A. Fire Hydrant - • • - • • - Flow line at seats -- -- - Building Urke (BL / ESL) - - - - - - - Easement Line R.H. of Indiana Finished Floor Elevation Information TBM at face of curb=905.1 TBM at alley=907.1 Proposed Grade at Swale=9p§ ?, ' h side Gorage FFE at weathe_rli -509.6-2 =907.06 LResidentidl: FFE90fi':6 .0,-t9,9?:b? EBdsernmt FFE=9. 090_67 0: -ebb! Nate: Sanitary Sewer Top of Casting Information l/ Upstream Monhole, TC=907.54 c 'Ali Downstream'Marli TC=905.,86 , ' i IF- per record drawing LP 1yR .54 PER RE ORD ESMT None: (secondary areas - Westclay) Max. DRAYANC - - height: Jar' on lots 100' and larger (to eve fine; 30' oar less than 100' Max. coverage: 50% Note: (primary areas - Westclay) Mai neigrtr 30' Build-up line: 2 stories Max. overate: 50% Area or wcler top to be restored to its' original cc:ndiioa prior to construction. Granola hack fill suggested under driveway at sanitary sews lateral trench, water line trynch and arty other ehcovated c=eas. (If 56clicn scars) tacation of utilities on plot pion are general locations per pion and should be verifies in lie field. All service laterals crossing ?t cart are stamped, 34= Sanitary Sewer SS= Subsurface Crain W= 'Rater Pad elevation shown is per plans one is not the os-built elevation. The information far the e.evotion difference between the Pr'me,y finished floor elevation to the too of basement wall and [o the basement finished f,'cor wc5 provided by the client, Area of water tap to he back ,illec with granular material to within 10" at top of tarn. 41.2' 1 a.V ' 'y r CONC. DRIVE THli CAR CAR BSMNT B ( 13'x13' ZS? ?r PATIp `?j ,z S' $ 1.3] 1 "j MAIM C BSMNT g FR110SY 9 RE9Da1CE PUSUMP MPO Tam QEV=9611 ROLL QJRB 25.0' 904.43 WOODLEY STREET B e FLODD HAZARD STATEMENT CERt1FICATION This drawing is not intended to be represented as a refacement or originct boundary survey, to route survey, or a Suveryor Location Reporf. FLODO HAZARD STATEMENT The accurc.y of any flood hazard cola shown an this plat plan is subject to map scale uncertainty and to cry other uncertainty in location or elevation on the referenced flood insurance rate map (FIRM). ALL of the within described land DOES NOT LIE within Tnut special ilaad nazarei area zone "A is sold Ionic plots by scale on Community Map Panel If 150081 0205- of the flood insurance rate map (FIRM) for Hamilton County, Inaicna, Dated Fetruary 19, 2CFC3, NOTE: MINIMAL TOLERANCE PRESENT ON THIS LOT The home location shown hereon has minimal 'tolerance for placement of said home due tp its proximity to setaack lines end/or easement lines. iii no required, it may be advantageous that the builder nave the foundation pinned crier the footing is poured to help ensure that the improvements do not eocreach upon sucin lines. SIGNATURE DATE: SIGNATURE REPRESENTS CGNFlRMATION OF RECEIPT OF PLOT PLAN BY CUSTOMER. Natr. leis dravnc is bcam m crosouclian pion, a :cooed di'avings, end is not CCeed upro a field surely fine Srhneide Cmpaatien does at waaont the ocaaocy or sufficiency of Iris nftnnation Cuntodors sham salty ewaling conotims prior to any construdlen My 6weponcy found an this dravk,g shwa are repatat Io the Schnelar cerperelion Innna dy. toying to der sa resdt, r the tartrtdas oswmofkn of ml pahYily. eASEM NI w0TE the tnsernent eiewlio. depicted heron, has beam delerrohM cad arced on the pad grades -i contaurs takm harp the Corstrucllm p019 for this .vbdW9ia1, Ude69rs?1<G, no intumatim about fluctuating vale Ionics. s E amdilimy or sari iyoes he, been provided r staid m said plans, Ihis lot is favored near a bW, o: role. Lot or 1p1 Conditions may rewire that the bssaneat dad devriw are nod ton feel (2'-0') above normal POS elewtim. Site H,estigolpn mcy be needed If toter is ercountered dung the exmwCm proses an if aaler known vats- deestian or ads owptio are I,.. fnveetigolian and any remedial procedures as at the di9crelirn of the buddy to dater•he and take appropryle steps of Wien. If any pwnd vole is Mountined dieing the esrnVdas the balder is eacwrogsd to Conrad The Schneider emretim to Hearse pooh coons, of arm. Ni Bufde to ensure if pos:'tire dnoina nroy ham snualurc(s ). Note: Sarp pnmp(t) to be placed by builder so, n eed<dU #0`7.00791006 ? - Lot } ,! 983 Assumed Nardi Scale : l' = 36' Sidewalk to be placed I' from property line, 5' from back of curb, per plan. 'rd CC71rC Note: Per Carmel zoning ORIV ordinance 26.71 ., The residential district limits height to twenty-five feet (25), 32 however c dwelling may be increased in height to thirty-five _ THREE feel (35') provided, the side and GA rear yards are increased on n odditai one fool (1') for each one fact (I') the structure Oat 2275' exceeds the first tworartlve feet (25') in beiyht. w f0_3 6.6' 9.' 3 - aPE 71'RICAI. SwAkE SECTION THOR e, E RE NO. S0303 STATE OF .''TVrDII'ApR\1Pt f JUK CITY OF CARMEL / CLAY TOWNSHIP j WATER / SEWER PERMIT / RECEIPT PARCEL ID #: ZB62983 LOT & SUBDIVISION: 983 VILLAGE OF WESTCLAY ADDRESS OF CONSTRUCTION: 2532 WOODLEY ST CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: RYLAND HOMES CHECK #: 13668 EXCAVATOR INFORMATION: Name: A-1 SUPERIOR EXCAVATING Ph. #: (317) 898-0767 Fax #: Email: Street Address: 3143 ROSEWAYDR INDIANAPOLIS, IN 46226 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWER/WATER PERMIT Permit #: 07090030 Date: 09/07/2007 at Notesttlonantons: LOT 983 VILLAGE OF WESTCLAY, WATER PERMIT NO NOTES' The buildin & Sewer Shall be pvc sewer pipe meeting ASTM specifications 3034 SDR 35 of latest revision: or Nitrified clay pipe. meeting .45IT1 specifications C-700 for extra strength clay pipe of latest revision unless other materials are hereby permitted in uniting. The sewer shall be installed in accordance with ASTNI 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 City Code Section 9-122(a), and sections P3008.1 and 2 of the International Residential Code. All building sewers shall be 6" diameter. All installations shall be "open trench" inspected and aooroved by the Carmel Sewer Department before atnv backtilling is done. Non- compliance may result in digging up the sewer installation andior 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 reauestcd at (317) 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 hour; in advance. All plumbers or contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. If any street mutt he Cut. asenarate street cut permit. shall he obtained. APPLICANT NAME: R.L. GROCE PAYMENT RECEIVED BY:CIYYfI FEES: $1,396.00 CITY OF CARMEL Item 1 of 1 PERMIT RECEIPT OPERATOR: plux COPY# : 1 Sec:29 Twp:18 Rng:03 Sub:262 Bik:6002 Lot:983 PARCEL ID ........: Z362983 DATE ISSUED.......: 09/07/2007 RECEIPT #.........: 26214 REFERENCE ID # ..-: 07090030 SITE ADDRESS . SUBDIVISION . CITY ......... IMPACT AREA . OWNER ....... ADDRESS . CITY/STATE/ZIP 2532 WOODLEY ST VILLAGE OF WESTCLAY CARMEL RYLAND HOMES 9025 N. RIVER RD 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 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 36.00 0.00 86.00 - 0.00 --------- TOTAL PERM IT ---------- ---------- - 1396.00 0.00 -------- - 1396.00 0.00 METHOD OF PAYMENT AMOUNT NUMBER - ---------- CHECK ------- ------------ 1396.00 ----------------- 13668 TOTAL RECE IPT 1396.00