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HomeMy WebLinkAbout07080014 SewerCITY OF CARMEL Item 1 of 1 PERMIT RECEIPT OPERATOR: plux COPY # : 1 Sec:20 Twp:18 Rng:03 Sub:HEK B101 I,00:38 PARCEL ID ........: ZHEK38 DATE ISSUED.......: 08/02/2007 RECEIPT #.........: 25906 REFERENCE ID # ...: 07080013 SITE ADDRESS .....: 14235 CAMDEN LN SUBDIVISION ......: HEATHER KNOLL CITY .............: WESTFIELD IMPACT AREA ....... OWNER .......... ..: M/I HOMES OF INDIANA, LP ADDRESS ........ ..: 8500 KEYSTONE CROSSING CITY/STATE/ZIP . ..: INDIANAPOLIS, IN 46240 RECEIVED FROM . ...: M/I HOMES OF INDIANA CONTRACTOR ..... ..: LIC # XRTMOOR COMPANY ........ ..: R.T. MOORE CO., INC. ADDRESS ........ ..: 6340 LAPAS TRL CITY/STATE/ZIP . ..: INDIANAPOLIS, IN 46268 TELEPHONE ...... ..: (317) 291-1052 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 PAYME NT AMOUNT NUMBER -------- --- --------------- CHECK -- ---------- 1310. -- 00 ------ - 14739 CHECK 86. 00 14747 TOTAL RECEIPT 1396. 00 CITY OF CARMEL / CLAY TOWNSHIP `i WATER / SE\,N ER PERMIT / RECEIPT :(k01?MF% PARCEL ID #: ZHEK38 LOT & SUBDIVISION: 38 HEATHER KNOLL ADDRESS OF CONSTRUCTION: 14235 CAMDEN LN WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: M/I HOMES OF INDIANA CHECK #: 14747 EXCAVATOR INFORMATION: Name: R.T. MOORE CO., INC. Ph. #: (317) 291-1052 Fax #: Email: Street Address: 6340 LAPAS TRL INDIANAPOLIS, IN 46268 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWER/WATER PERMIT Special NoteslConditions: Permit #: 07080013 Date: 08/02/2007 LOT 38 HEATHER KNOLL, WATER PERMIT NO NOTES' The building & Sewer Shall be pvc sewer pipe meeting ASTM specifications 3034 SDR 35 of 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 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 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 -hall be "open trench' in spected and approved by the Carmel Sewer Department before any backfilline is dune. Non- compliance may result in digging up the sewer installation and/or denial of future sewer permits and/or denial of water connections. No tontine 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 13171 i71-2648 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 hours 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. a senarnte street cm nermit shill he.. )blamed. APPLICANT NAME: RL. GROCE PAYMENT RECEIVED BY: ??T11 h ?9 )< FEES: $1,396.00 Region l Waste Dist i t Residential VOW SAMITARY"SEWER PaERIIAIT INDIVIDUAL LOTJ EXISTING auti-DINGS, Permit;Type - Final' ____,__- - Subdivision _ Heather Knoll 5ection'Number Litt;Station 23'_12.6_tii Stre_et,Station` Treall Plant MIX'. Bulld6r Mll Homes -- Phone.Number ------ --------------------------- Parcel,Acreage I- z 11 EDUJn Gallons 310 Invoice Number PLEASE,NOTE:-Installation of bdllding;sewer shall`be.per.'t bistrict (see reverse) and any condlhons:noted below. `Ain 'open!trench"phase,and?before:backfilling wllh.stone;•to:tw! drains,.orcther.sourcesyof;,ground or-stormwater,;shall beat; District will assume no-liability for drains which are belowAl- aterals which are extended'beneath driveways orsidewalk Lot-Number' 38 'AddressAumber .14235. Street Camden Ln city- Westfield Zip'Cbde' - 4fi074 ------------- County Local Sewer:Charge• Plan' Review!and'lnspection- -- --------------- Appiication=Fee slog b0 EDU' Feg $1 650.00 Interceptor Fee - _ .-_ ...?. _ sewer rbuilder) mannoie i,igs,ana the IiKe,ecau-sea by ccnstruclion acuvrcy.on me.owtamg sne wmcn-is me suoteci or tms!pe mic. inspectons,by the.District.are MANDATORY and.shall be a-Fanged`by co'ntactmg'the,DistncYs office at 844-9200 24 hours in advance: All new'constr0ctien witl be placed on :billing swmonths afFer connec_tionn,has,been `m`ade or when wafer is connected whichever comes first: The bi ildir grliasc: USNIH. HK-769 Iii DSMH Grease Trap No' Slab•Foundation No Cid Elevation I 917:ii4 fE 915:98;ft ___ ----- ------ Grit Interceptor No Crawl Space 'No FirsrFioor Elevation - 91-L3-6 ft qj e.80 it Grinder' Station No Basement Yes Basement Elevation 909.50 It 90960it_ Calcula[ion IS based on both Mantiole i?d E[evaiions,and,the,eleva Gpri of the. First Floor 4:26 1 a Per:Ordinancg 9 13 99tand t e;elevations proviiied'the;substructure shall 6eiplum6ed by: 'Etector;l?umpbrtly Tne:District reserves,the right to inspect all sump pumpconnections toaensure::ndillegal connections have been?rnade,' Ma6lioles6shalt;remain`accessrble,,ataf times;; Buried manholes.wiil he cwr-ecledbv the,a7eveloperlowner. Conditional Perrnit:Terms: All;conditiiins',have been met. Connection:. t6ith6sanitary,sewer is?now permitted. By sigmng-,,below I attest that l am' ramiliarwith the District's Builder i Owner Signature / P.,hone-Number 6 l°5? e5 Prlnted',Nppame.C. ?! C Approvet7 B Permit Date 81112007 = o?'J. Fzlmar QlrectcrorAErninlslrztlon;8 CustomerSe?ke: Revised 7!26107 Permit i• ,,vahd,forONE YEAR from the date issued.. Permi(val d only`with'CTRVVD'seai in.red ink.• SUMMARY OF L0,TERAL,INSTALLATION REQUIREMENTS 1. Ali houses buildings, etc., shall'connect'to thz'Dlstrlct 5 sanitary sewer system within 9&days of notice prodiding a. sewer.'is,w4hin.30D feet for'Aamilton County or 100 feet far'Boone"Countyof the property-line Only'one building may" connect to the sewer'mairi,per lateral `unless btliarvvise.apprcved by the District ` 1 ,No'foundation"or other stonn,water drains shall ite.interconne_cied,to the sewer lateral`insfalled and connected tb the, Distract _s sanitary. `sewer. 3--_ The,existing?sewer.iine from the buildng to the septic tank,may'only"be•used"'if it`.islocatedundeua building addition, patie;' porch or paved dnvewayn Air testis required to show if acceptailmfor reuse The property`pi"er shall,,hrarthecost?of-all.testing, TtiefJis[ricCinspectorrnusfbeornsitefor. thedurationofthe'airtesi., 4 Thebwner oreontractor sf all`hotify he' District pnarto`overingtne installed lateral so that the Distract can "make an- -- inspection'to determine compliance with the.Dislrict's sewer use ordinance. Such natttfcation sl all 6e made 24 hours ., .1 itbe ' ' d for the°inspection., If4he1hspec6 ri.faits,and,a second inspection is required orconiractor is notion pricirtonee site'for"scheduIPd,inspection, or fails.to canceL:inspection, an addifionat fee;of $100 00 will,_be'due. This mu`st'be paid prior.td'tlle t!rne,of,theJblIow up inspection. 5. Property owners 6: AcceptablePipe Materials; sed that the County Board of Health regulates the operation'and'mainterarice.of: >tems The,County Ordinance provides in,.part that, upon connection to Wpu61'ic ridoned (pumped clean) and felled>completely with earthen material or sfn"nednra contact theappropriate County'Board of Health foPfurtheir infdrmatiomand to notify PVC.PiPlE SRR 35?or SDR 26,,,ASTM'D3034 SIX INCH PIPE P.VC'PRESSURE"RATED PIPE:'. SDR'-21,.ASTM D2241, SIX i-t CO PIPE RESTRAItdm POINT PVC PIPE (IDIRECTIONAL'DRILL)w Yelomine SRR 21,, ASTM D2241,,SIX INCH ;PIP,E (u_se crily'peirapproval of the Dlstcict nginea GASKETED JOINTS: ASTM D3212 GASKETS`. ASTM r471 FITTINGS:"SDR 25'ora etfer (NO'fernco's'allowed) DUCTILE IRON MECHANICALCDUPLINGrWITH PROPER HFfINOIS ;C_LEAN OUTS TO BE,LOCAT.ED NO MORE THANTOREE FEET FROM THE F©UNDATION AND NO MORE`THAN 100 FEET APART. aggregate. Number.8stone'baokfti malenalj to ,h should,be-a minimum of 16tinches wide('six,, P.VC1'pressu(e'grade pipe is ussd:meat ng 3eshall be revi'ewed.and.accepted(by the ,9. Whe a,tFansiticn istmade.between SDR:35.p€pe and pressure,giade.SM',21 pipe,;a,ductile'iron gasketed mecharfical;coupling shall be used. 10. 'Laterals"shall ferminate withln.3-feet of the building unle'ss;the;conditiohs'ih item #3 above are met No'gtued pipe s6all'be installed' outside`three'feet ofbuilding foundation walls: 11'. Adds ienal'i'nWrhation;en DistnctstandaMs and specifications hiay be obtained fro riche DI"stricfs of ice=during businesshours of 8 &O mrn: to 4 3.0 p' m: Monday LfirougF "Friday All District. standards canlheaocated on,our:web site at Fittp'l/www a[rWd prgl. Clay Township RegionaLWast6 Distract, 19701'College Avenue-Suite A. Indianapolis; Indiana:46280 12: 'Septic'eff€uent shall notbe pumped out;into,lho sanitary,s;ewer,system, 13. The DistricGshaWinspect ALL laterals; Please call the DlstricL61tice at 844.9200:24-hours .prior;to time of 14 Contrectors,shail lay 14 gauge-solid wire the entire; length of the'lateral. Wire.is to be placed:cn top°ef th. 81alerai' The Dist ict inspector•will,verify placement of the wire. Alter inspection bedding is,to be placed on top. 15..'Call before you dig. IUPPS 1-800 382=5544, 46thours prior to digging., Revised'7.7a1bT Laterals shall be installed no.closerthan20;feetfrorrrwhterwell '-;i SDR,T1 and;ASTM D224T Any proposed Installation requinng'press ' District and the, Distncts erigI e7 prior to Installation: no Schneider Corfwnuao 89111 Otis Aveave R41mtc fart Harrison Wliaxepolh, radians 46MV1037 317-8211-7188 517-8151-72La PAX This Plot Plan Prepared For MA Homes Lot # 38, cantoining10,000 S.F.t, in Heaft Knoll Seaft 01 hatrument PDM0014310145 P.C. 3a SIMB 5W pay Totelship, Hamilton County SEC M T18K RUSE 14235 Camden Lane ( 50' R/0) Westfield, IN 46074 Prepared Date: 07/13/07: By. AMA Community Restrictions: Side Yard = 3' min. Aggregate = 6' B.H. Zoning - S1 P7/ 11 //y _1fC/ U0 N t ?ewN NNeorxrW a e: This drawing is based on construction plans or record drawings, ladsrgpe AmLilectwre and is not based upon a field survey. The Schneider Corporation 0 .03 does not warrant the accuracy or sufficiency of this information Contractors should verify existing conditions prior to any - construction. Any discrepancy found on this droving should be reported to The Schneider Corporation immediately taxing to der so results in the contractors assumption of oil liability. Plot Plan Legend FO-M-01 Proposed Grades 000.0 Existing Grades 000.0- Contour Grade * Approx. Lateral Location •? 8 - Sanitary Sewer Lines - ii Storm Sewer Lines - v - Water Service Lines - - - - Sub-Surface Brain Lines ® Manhole (Sanitary or Storm) II Beehiye Intel (Storm) ® Curb Inlet (Storm) D End Section (Storm) Fire Hydrant Flow Line of swale - Budding Line (8L / BSL) - - - - - - - Easement Line MA HOMES Pad Grade = 9181 per plan Pad Grade + 0.2' = Garage FTE (916.3 } Garage FIFE + 0.5' = Residential FIFE (918.8 ) Residential FTE - 9.0' = Basement FFE (9D9.8 ) Driveway Slope = 2.5% S / Nate: the boseineni devotion. depicted horses, hte oven Belem:red and based on the pod grades and/or omlaans taken from the crostNetlM 0" for this wtorincm, Unless stated, no nkmwtion about fludwing enter tables, sad canditionx or sad Ipes has been prodded or stated an said pram The lot a located sea a body of water. Lot a son conditions may require that the bmernant flan dsvation be held 2 foot above aarmd pool elowition. Ste Ynrcel4irtion may be needed it water is encountered during the excavation process or if other (mown toter devotion or sons conditions are presabt. Vimligation and my renedvol Procedures is at the Gmwdian at the builder to detemna and take awoprists steps of action. If my grand water is mcantersd daring ammuon the bvdder is encouraged to contact Tht Sdmeder Carnaction to dlsmss poseible courses of action. NOTE: SUMP PUMP(S) TO BE PLACED BY BUILDER AS NEEDED. Note: Builder to ensure positive drainage away from structure(s). Note: The contractor is to Mahlon a minimmn distance of ten feet (101 betree, the sanitary Sewer and water rid 0 N Nate: Top e Upslr Down: per n NOTE 0.9' 1 GROU Drive Public Priewl Seedh Sod from Thi: aric SIR ll,709s TC=91754 PER 14100111) DRAWING Flood Hazard Statement: The accuracy of any flood hazard data shown on this plot plan is subject to mop scale uncertainty and to any other uncertainly in location or elevation an the referenced flood insurance rate map (FiRY). None of the within described land lies within that special flood hazard zone 'A*, as said land plots by scale on Community Map Panel T 1800810MIC of the flood insurance rote maps (FIRM) for Hamilton County, Indiana, Dated May 19, 1981. NOTE: IN THE RESIDENTIAL DISTRICTS LIMITING HEIGHT TO TWENTY-FIVE (25) FEET, A DWELLING MAY BE INCREASED IN HEIGHT TO THIRTY-FIVE (35) FEET PROVIDED THE SIDE AND REAR YARDS ARE INCREASED AN ADDITIONAL FOOT FOR EACH FOOT SUCH STRUCTURE EXCEEDS TWENTY-FIVE. (25) FEET tN HEIGHT. PER CARMEL ZONING ORDINANCE 26.1.1. th 30'