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HomeMy WebLinkAbout07100042 Sewer/Water Permit/sCITY OF CARMEL / CLAY TOWNSHIP .F._ f 1 ! WATER / SEWER PERMIT / RECEIPT 'JN9mNP-' PARCEL ID M ZABB40 LOT & SUBDIVISION: 40 ABERDEEN BEND ADDRESS OF CONSTRUCTION: 12749 TRUMAN CT CARMEL. IN 46032 PAYMENT RECEIVED FROM: Name: SILVERTHORNE HOMES CHECK #: 0005325 EXCAVATOR INFORMATION: Name: WILSON WATER & SEWER Ph. #: (317) 768-6247 Fax M Email: Street Address: 3015 S CHASE ST INDIANAPOLIS, IN 46297 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWER/WATER PERMIT Permit #: 07100041 Date: 10/05/2007 Special Notes/Conditions: LOT 40 ABERDEEN BEND. WATER CONNECTION PERMIT. 'NO NOTES The building & Sewer Shall be pvc sewer pipe meeting ASTM specifications 3034 SDR .iS o€iatest recision; 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 are Uniform Plumbing Code for the State of Indiana. All installations shall he in strict compliance with pertinent City of Carmel ordinances- Back Water check valves shall be installed in accordance with City Code Section 9-1221aj. 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 approved by the Carmel Sewer Denartmem before my baekfillin2 is done. Non- compliance may result in digging up the sewer installation and/er denial of future sewer permits and/or denial of water connections. No footing or fonndatiun drains or other sources of ,round mater or storm water shall be permitted to enter the public sewer. Scwcr inspections should be requested 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 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 stm must he cut. a .senarxte street cot. nerrnn shall he ohlained_ APPLICANT NAME: JOCELYN ZEL?LERS/, AGENT PAYMENT RECEIVED BY: ? ` k/ FEES: $1,396.00 CITY 0 CARMEL Item 1 of I PERMIT RECEIPT Sec:29 Twp:18 Rng:03 Sub:ABB Blk: Lot:40 PARCEL ID ........: ZABB40 DATE ISSUED.......: 10/05/2007 RECEIPT 4......... 26453 REFERENCE ID # ...: 07100041 SITE ADDRESS .....: 12749 TRUMAN CT SUBDIVISION ......: ABERDEEN BEND CITY ...... ....... : CARMEL IMPACT AREA ....... OWNER ............ : SILVERTHORNE HOMES, LLC ADDRESS ..........: 6666 75TH ST E #400 CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46250 RECEIVED FROM CONTRACTOR ... COMPANY ...... ADDRESS . CITY/STATE/ZIP TELEPHONE .... SILVERTHORNE HOMES LIC # XWILWAT WILSON WATER & SEWER 3015 S CHASE ST INDIANAPOLIS, IN 06217 (317) 788-6247 FEE ID UNIT QUANTITY ---------- ------- -------- USFWATCONN FLAT RATE 1.00 UWATERTAP FLAT RATE 1.00 TOTAL PERMIT : METHOD OF PAYMENT AMOUNT ----------------- ------------ CHECK 1396.00 TOTAL RECEIPT 1396.00 OPERATOR: slillard COPY # : 1 AMOUNT FD-TO-DT THIS REC ---------- ---------- ---------- 1310.00 0.00 1310.00 86.00 0.00 86.00 ---------- ---------- ---- 1396.00 0.00 1396.00 NUMBER ------------------ 0005323 NEW 3AL ---- I - -- 0.00 0 DO Reg-tonal asu Wistroct Residential $AO\91TARV4E1NER PERMIT 008!3' INDIVIDUAL LOT I EXISTING BUILDINGS PermitT a Final Lot.Nur`rlber 40 Subdivision - Aberdeen Bend. Address'Number 12749 Section. Number ----------- ----------------------- __ 'Street 'Truman Ct-. - Lift Station ------------ -- - ------------ .-; -. 231 26th Street l"Station _ City` Carmel Treatment Plant - _ MIX Zip:Code!` 46032 Builder Silverthome Homes County, Hamilton - - - - - - - - - - - - - - - --- - - - - -- - - - - - Phone Number 317-806-219.0 Local Sewer Charge: 1 -------------------- Plan' RevWw end'Inspection .......... -- Application Fee $10000 ----------------------- Parcel Parcel Acreage EDU`-Fee $1,65D.00 ------------ ED.U In Gallons; 310, Interceptor Fee -- - - - ------------------- Invoice, Number Fees Due - $17511,00 :PLEASE NOTE'Installatien of building sewer shall, be per the specifications of the'"Clay Township RegionallWaste Disi6d{see reverse) and any condltions'-noted+below All.installations shall be inspected by District, personnel ddring open trench pha se and beforerbackfill rig with` stone,to t elve inches;a6ove,the pipe. NO footingior foundation drams orothen soi Vices of ground orstormwater, shall,be permitted"1o onter'lhe Districf s sanitary sewer system. The IDrstnct will assume r o Irabllity For drams,wh€ch are below lhe,grade level of the,neareshdownstream manhole nor.for laterals wroth are eziended beneath driveways e' sidewalks. The permit holder (property+owner, developer, ocbulderj will be responsl6le'for damages to th' Diistrlcf s sewer system. This includes damages to manholes,, castings, manhole lids,and th hke caused by construction acUyrty on the building site whi_h.is t6e,sutiject of,this:permit. Inspections by the'Distnct are MANDATORY end'shall be arranged by contacting,the Districts office at844=920Q 241hours'.in advance. All new con'stru'ction will he placed on_'bi(ling sbx m_onths,afte ;connection has Been made or when, water is connected, whichever comes first. Thebuilding 'has; USMH A11s-fi2 ABa-11'1 D7§MH Grease;Trap No Slab Foundation No -Lid Elevation 91429 fl, '911.2•ft% - -- -_-- '13rit Interceptor No Crajyl Space' No First Floor Elevation sir oo rt 916.00 ft Grinder Station No Basement Yes Basement:Elevatlon 906.0o'ft' 90&00 ft 'C81culahon is based:Orr botMManhoie Lid E/evalrom and the etevafOn of the FirsiFloor 1 71: ,` _ 74.8Q Per Ordinance.9'13-99 and the el ebalrons provided,jhe subsWrture shall bepluribed,bys EjectorPump ieDislricf,seserves ihs,hght to'Inspect all,sump,pumpeonnedions to ensurenwillegal connebions'have-beenrmac an holes' shall remain accessible,at all"limes. Buried. manholes will 6e corrected byth a D.eveloperlOwner. anditionel; PermibTerms: I All conditions:have been'met Connection to the sanitary,sewer is'now.permitted. .n\F?a. HAFh1CTQ,c. C. RAID By signing'below, I attest thal I am fainrlrar the ?rstnd'•s ecfi nsand agree to ac opt responsibility torell work done under this permit, t Builderl,Owner Signature` , .1K hone Number 31l (' [I l.? i Printed-Name Approved .P,ermit,Date 10141200T Revised 7126107 Permit is,valid:forONE=YEAR from tKe`date issued:;PemiiLvalid only with CTRWO, seal in,red ink.. SUMMARY'OF'LATERAL INSTALLATION REf1UIREMENTS 1. All houses, buildings,.etc:, shall connect to the Distdcl's sanitary, sewer system-Within ;9h days af'hotice providing a, sewer is-within,3& feei far Hamilton County or100'feet for Boone.County of ihe;propeRy line Only one bui ing' m y connect tc,the-sewer main peFlateral unless otherwise approved by-the District: 2., No`foundation or other-st6lilm water drains shall be'interconnected;to',the,sewer-IateraCihstalledrand connected to the District s sanitary sewer- 3 The-existing sewer line 'fromdhe`building to he.septic taok.may only be used,if'it is.located under & .building - addihon,,patro,,pcrchior paved driveway. Air test.ts required''to showrif,accepiable for re-use, The;property owner: shall bear the.cosi of all tesdhg The,Distnct;inspector must•be`onsite for Elie duration of the air tesf. covering, the installed lateral.so that the DiWicVcan make' an ,4 The,owner er'contractorshall notify the District prior to inspection to determine compliance with the,District s sewer use ordinance Such notification shall be made 24,hours prior-to'th'e 'need for the7inspecl'ion_ If theinspection fails and a second inspection is required .oroontractor is not on r . site fo[scheduled'inspection, or,fails to;cancel inspection; an additional, fee of $100:00'will,be iiue. Tt is mustbe,,paid prior to th'eai ne of t6e:foIlow up inspection, 5 Pro ertyowners are hereby advised'_thatfthe County'Boar`d of Health-regulates the.operationand maintenance of private sewage_disposal,(septic) systems The County OrdinancepfbVides,in part that, upon connection to a public sewer; aseptic'tank." .slall,be; abandoned (pumped clean) and filled completely with eaitften material or stone'in av safe;ahd sanitary manner Please;contact the appropriate Gounty,'BBoard of Health for.further-information and;fn; 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: 'SDR21 ASTM,D2241, SIX` -CH. PIPE, RESTRAIIVEQ JOINT PVC PIPE.- .(DIRECTIONAL DRILL): Yelomine SRD2% ,ASTM D2241. SIX INCH PIPE (use`only per approval.ofthe District Engineer), GASKETED.JOINTS: ASTM D3212 GASKETS: ASTM'F47,7 I FITTINGS_'SDR`26'dr better (ND femco's allowed), DUCTILE, IRON MECHANICAL COUPLING'VNTH,PROPER FITTINGS' CLEAN'OUTS'TO BEE OCATED'NO MORE !THAN THREE-FEET-FROM THE FOUNDATIONI AND NO MORE THAN 100 FEET APART: 7 Bedding Use Number 8 crushed.stone or Number 8 fractured face aggregate, Number 8 stone?backfill material isito . be laced Vomt6`inches below to;d2 inches above the pipe- The trench should be a minimum of 18 inches.wide((six 'Inches on boili sides of the pipe) ' ' ialsshall f;e,installed no closer than 20 feet from:waterwells unless"PVC pressura,:grade?pipe.is psedmeeting 8 ,..Late SDft`2liand ASTM D2241'. Any proposedsinstallation^requtring'pressure pipes hall be reviewed and accepted'.by tfie, Drst_nctiand tlie_istdcts engineerprior.to installation., c he era trarisition is, made, between .SQRr35'pi pekand-pressure:grade SDR 21, pipe, a;ductile iron gasketed, me icalcoupling'shail be used- 10: 'Lateralssfiall terminate; With imVeet'&.the;building`unless _the,conditions'in item,#3; aboveare,met: No glued pipe shall bean"stalled ouWdethree feet'of,building foundaticnwalls, 11. Additional' nformation'on District:standards and specifidahons`may be.obtained from the gistrict!s,affce;during, business hours 6fa-00a.m-to 4'36 p:m. Monday fl rough Fridayi,All District:standards can be located on our web site- athttpl/wwwctrndorgl. Clay Township Regional Waste District-' 10701-College-Avenue - Suite A,Indianapolis Indiana 46260 12: Septic effluent shall not be pumped;oufinto;the'sanltary,sewersystem. hall inspect ALL laterals. Please call tfielDistrict_offce at 844:9200 24,hours;pror to-time of 73. The Districts, 14: C©mractorsshall 169'14-gauge solid wire the entire length of the lateral: Wire is to'be placed;on;top'of.the lateral. The 6istnet inspector witl''verify p1pcemenfof the wire. Afterinspection,_ bedding:is,to be placed-on top. 15., Call before you4g. IUPPS 1-800-382-5544;48 hours`prioMa digging; ,R"ised M4X7 A Note: .Tper3abpa{dpl CorpmLioo biltasWai This drawing is based on construction plans or record 65101 Oth AMae Hfatarle Pod Harrison i 811-Y1oa lendsespe Aretitactp° drawings, and is not based upon a field survey. The Schneider Corporation does not warrant the accurccY or Iadiaeepads adiaca 48216-1037 $7-626-7100 a3 • ]L9 aeolo0 sufficiency of this information. Contractors should verify H 317-620_7ma oiy existing conditions prior to any construction. Any ? IHOOpAI Plot Plan Legend discrepancy found on this drawing should be reported to The Schneider Corporation immediately, falling to do so results This Plot Plan Prepared For.- SOrerthorne Horses o Proposed Grades in the contractors assumption of all liability. Lot # 40 , containing 18;849 S.F.t, in 000.a ?000.0? Existing Grades Contour Grade Not: Aberdeen Bend SWIM= * Approx. Lateral Location The basement elevation, depicted hereon, has been determhed and {jan o - Sanitary Sewer Lines based an the pcd grads and/or cmtoum taken from the ' INS1R # 200500066134 1R - v - Storm Sewer Lines Water Service Lines construction plans for this subdldsdm. unless s'a aq no information about fluctuating water tables, soO conditions, or call types no been - Book if 3, Page # 739 - - - - - - - Sub-Surface Droln Lines provided or stated an said plans This lot Is located near a body of Hamilton County, Clay Township • Manhole (Sanitary or storm) water. Lot our soli conditions may require that the basement floor elevation be held 2 foot above normal pool elevation 51+a 12749 TRUMAN COURT /50' R /y? 1 / ^/ ® ® Beehive Inlet (Storm) Curb Inlet (Storm) tnvestigatbn may be needed if water Is encountered dung the Carmel, IN 46032 D End Section (Storm) exwwllm process or If other known. water elewtim or "IB condffiona me present Investigation and any femedal procedures is Prepared Date: 09/13/07 : By KAG AL Fire Hydrant of the dtscretim of the bulder to determine and lake appropriate . < - - - Flow Line of swale et of If an around rater Is encountered durin excovatim Community Restrictions: Side Yard = N/A Rear Yard = 25' Aggregate = 30' Zoning = St Sgverthome Homes Pad Grade = 914.5 per plan Pad.Grade + 1.0' = Garage FTE (915.5 ) Garage FIFE + 0.5' = Residential FFE (916.0 ) ResidentialFTE - 10.0' =. Basement FFE (906.0 ) Driveway Slope = 6.4% Nate : The garage finished floor elevation is 25' above the curb at the drive, per plan. ABB' 111 TC=91t:2Cr .'PER PLAN Z F- Q ? Q ? CU V i 65 50.0' R/W cps action . y 9 the builder Is encouraged to contact The Schneider Corporation to Note: Sanitary Sewer discuss passible courses of action. Top of Casting Information Upstream Manhole, TC=913.90 Downstream Manhole, TC=911.20 per plan. Note: The contractor is to maintain a minimum distance of ten feet (10') belwem the sanitary sewer and water line laterals. Note: Builder to ensure positive drainage away from structure(s). Ground Cover Calculations: Drive =1,410SFt Public Walls =270 SFt Private Walk =194 SFt Seeding =8,393 SFt Sod = 6,658 SFt , to the rear of home. NOTE: SUMP PUMP(S) TO BE PLACED BY BUILDER AS NEEDED. NOTE: DRIVEWAY EDGE TO BE SAME ELEVATION AS SWALE HT. MAX. 8" FALL ON DRIVEWAY. ,,0 913.30 I. 914.1! 26-09 155.35' 25.5 25.0' 6-, LOT# 40 VB07.0080000 0 °m° Assumed North Scale : 1' = 36 °15.67 76.5' 714' S ABB 112 5• • a TC- q'f?l•?'? p. FER PLAN 25 p? % 6 H d- VARIABLE WIDTH $$ 3J' U-) L.S.E. I ? 7.67 6.6r 6 - - _ _ - - - - - - - - -I IT5 15s'. ---- 15' U. & D.E. 16 U. & D.E. 204.60' M.E 6 AS N O O FLOOD HAZARD STATEMENT CERTIFICATION NOTE: CONTRACTOR SHALL WT 9' OFF OF SANITARY LATERAL AND BEGIN FROM THAT POINT AND CONNECT TO HOUSE FOLLOWING PLOT PLAN. REVISION #1 DELETED 4' EXT FROM DRIVE EXTENDED TURN-AROUND TO HOUSE V507.0080925 10/01/07 - KAG This drawing is not intended to be represented as a retrocement or original boundary survey, a route survey, or a Surveyor Location Report FLOOD HAZARD STATEMENT The accuracy of any flood hazard data shown on this plot plan is subject to map scale uncertainly and to any other uncertainty in location or elevation on the referenced flood insurance rate map. ALL of the within described Icnd DOES NOT LIE within that special flood hazard zone A as said land plots by stole on community-panel / 180080 0205F of the flood Insurance rate maps for Carmel, IN (maps dated Feb. 19, 2003). No. S0303 STATE OF ........ URV off / 1l / I 1 ! 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