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Home My WebLink About07100006 Sewer/Water Permit/sCITY OF CARMEL Item 1 of 1 PERMIT RECEIPT Sec:29 Twp:18 Rng:03 Sub:ABB Blk: Lot:43 PARCEL ID ........: ZABB43 DATE ISSUED.......: 10/02/2007 RECEIPT #.........: 26402 REFERENCE ID # ...: 07100005 SITE ADDRESS ..... SUBDIVISION ...... CITY .............: IMPACT AREA ...... 12791 TRUMAN CT ABERDEEN BEND CARMEL OPERATOR: twedding COPY # : 1 OWNER ............: SILVERTHORNE HOMES ADDRESS ..........: 6666 E 75TH ST 4400 CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46250 RECEIVED FROM ....: SILVERTHORNE HOMES CONTRACTOR .......: LIC # XWILWAT COMPANY ..........: WILSON WATER & SEWER ADDRESS ..........: 3015 S CHASE ST CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46217 TELEPHONE ........: (317) 788-6247 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT -- - THIS REC --------- - NEWIBAL --------- ---------- ------------- ---------- USFWATCONN FLAT RATE 1.00 ---------- -------- 1310.00 0.00 1310.00 0.00 UWATERTAP FLAT RATE 1.00 B6.00 0.00 - 86.00 --------- - 0.00 --------- TOTAL PERMIT ---------- ---------- 1396.00 0.00 1396.00 0.00 METHOD OF PAYMENT ----------------- CHECK TOTAL RECEIPT AMOUNT NUMBER ----- ------------------ 1396.00 0005331 1396.00 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT PARCEL ID #: ZABB43 LOT & SUBDIVISION: 43 ABERDEEN BEND ADDRESS OF CONSTRUCTION: 12791 TRUMAN CT CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: SILVERTHORNE HOMES CHECK #: 0005331 EXCAVATOR INFORMATION: Name: WILSON WATER & SEWER Ph. #: (317) 788-6247 Fax #: Email: Street Address: 3015 S CHASE ST INDIANAPOLIS, IN 46217 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWERNVATER PERMIT Special Notes/Conditions: Permit #: 07100005 Date: 10/02/2007 LOT 43 ABERDEEN BEND. WATER. ' NO NOTES' The building & Sewer Shall be pve sewer pipe meeting ASTM specifications 3034 SDR 35 of latest revision: or vitrified clay pipe, meetng ASTbt 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 ASTA1 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(x), and sections P3008.1 and 2 of the International Residential Code. All building sewers shall be 6" diameter. 411 installations shall be "open trench" inspected and approved by the Carmel Sewer Department before any backfilling is done. Non- compliance may result in digging up the sewer installation and/or 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 inspection- should be requested at (317) 571-2649 one to four hours in advance. No inspections or installations will be made on Saturday or Sunday or holidays unless arrangements arc made at least -14 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 must he cut. a separate street cut nen-nir shall be. obtained. APPLICANT NAME: JOCELYU ZELLERS PAYMENT RECEIVED BYE L I FEES: $1,396.00 Rhona! Waste Dis#r~ict Residential ,0060'7 ? - SANITARY' SEWER PERMIT INDIVIDUAL LOT 1 EXISTING BUILDINGS Permit"Type` ----- - Final. --_-- - Stilidivision,, - --- _ - - -- Aberdeen Bend _--------------- -------- Section Nurnber,- - ------ I Lift Station 2312 6th Street.Station: 'Treatment Plant, MIK Builder Silverlhome Homes, - - 1 Phone Number ------- `31 7 806-21 90 ---- --------- Parcel Acreage EDU in Gallons 310 Invoice Number - Lot-Number 43 ------------------------ ----- - - - Address Number: 1279'1' Street Truhr n'Ct, City Carmel. -- Zip Code, _-_--..__ ____, - '46032 ___ -_--, __-._,_ _., . County - ------------- Hamilton ------------------- . Local Sewer-Charge Plan Reyie,lv,and Inspection Appi ica-tion'Fee $100-00 EDU Fee S1,650.'00 Interceptor:Fee Fees PLEASE NOTE. Installation of bwldingseWer shall"beeper the spec-fications'of,the Clay Township Regional lNaste District(see;reverse) and.any conditions noted below All installatlons,s"Wbe inspected by`Dist i personnel during; "open,trench piase'andbefore backfiliing with':slone•to twelv6-ihchesabove the':pipe:. NO footing or foundation drains, or oftier,sources; of,ground.or-stormwater,.shall• be permitted to enter the District's sanitary-sawersyst&m.,-The uistnct'wlll assume no.habillty :tor drains -which,are tlelOWithe,grpawevel :ot the'nearestaownstream' manholenoritor laterals which?are extended ,beneath driveways,or sidewalks:.The.permitholder (property 'ownet,,develcperor builder) will be responsible,ior damages to`the District'sisewer system. TYiis includes damages to=manholes,„castings„ manhole lids•and;the Ae;,caused y-construction activity om-theIbuilding?slte which'is.the"subject-of this,perrrlit. I Inspections by the District are'MANDATORY'andashial1.be;a Tang edby^contact ing the01strict'8 office at.844-9206 24 hours in advance.,All new construction wilt'be placed•on,billing sixmonths after connection,'has,been made,ob when,water is connected, whichever comes,first The,building,has: USMHi AB6-11-2'. ABB-iii PSMH Grease Trap No Slab Foundation No Lid Elevation 94.29;ft 911.24 Grit laterceptor V No Crawl Space No First Floor Elevation 914,50Jft 91450 ft ' Gander stabon No Basement Yes Basement Elevation 904,50;ft (204.50 ft , - < -, Calculaffon is based,cimbothManhole Lid EfiGahonsand M6 eievatiod,of the Fiist Floor 021 -. 330;.' Per Ordinance 9-131-'99!a nd the elevations provided,'the substructure shall be'pluinbad by: EjectorPump-Only` reserves7the'right t6 inspact 6W9ump pump:conhec46ns;to;ensu-e no illegal,connection s_.have been•made. tholes shall remain' accessible'at'.all imes- Buried,manholeswill be'correcled by the, DeveloperlOwner. Conditional PermitjLrms:;, All conditions have been met- Connection to,the sanitary sewer`hsmow permitted. By signing below, I attest that I-am familiar Builder;! Printed Name Qlh•i/? Number Permit:-Date 912812007 'Revised 7f#/07 Permit is Valid;for;ONF-YEAR,fromthe.date;issued..Permit-valid only withCTRWD r,61.16 redink, I ,SUMMARY OIF LATERAL INSTALLATION-REQUIREMENTS `1 All houses buildings,' etc., shall connect to the District's sanitary-sewersystern within 90•days ofmotice prcviding_a -seweris'w11[6,3001feet for Hamillton,'Caunty cr'10-0 feet for'Boone County of the property line., Only one building iiia,y connect to;the, sewer. main per lateral unless otherwise"approved by.tt a District: 2 No foundation orotherstormmiter drains;shall, be rntercbnnected'to'-the sewer, lateral installed and connected to the Dlstrict's sanitarysewer. 3. The --- additioi shalrb( 4. The inspect prior, tc site for prior tc 5. Pro undera building The. property owner Dr tocoverrng the installed lateral so that the District can make an , 'sewer use ordinance. Such nobfieatioh'shalfbe rradev24 hours 'ails;and?a_second inspection is required', or contractor is not"on Sion; an additional fee of:.$140.00 will be.dudjhis`must be paid ipe[atioh and maintenance,of' ;upon cdnnectidn to a;public' ;aithen°inatenal or.stone in 'a further information and do notify 6. A'ccepta&e:Pipe.Materials: PVC`'PIPE SDR35'or SDR 26, ASTM.D3634, SIX INCH PIPE 1 .1 PVC<PRESSUREPATED PIPE:; SDR.21; ASTM D2241; SIX INCH PIPE RESTRAINED JOINT PVC'PIP..E (DIRECTIONAL DRILL): YelcmineSRD,2.1, ASTKD224J,. SIX INCH'PIP.E (use only per.apphoval of the District, Engineer) GASItETED JOINTS: ASTM D3212 GASKET& ASTM F4T7 FITTINGS: SOR 26 or better (NO fernco's allowed) DUCTILE,IROKMECHANICAL COUPLING WITH PROPER FITTINGS CLEAN OUTS TO BE LOCATED NOcMORE THAN THREE'FEET FROM THE yF,OUNDATION AND NO;M( RE:TitAN 100 FEET APART., 7. Bedding Use,Numberb crushed stone or'Number8,fractured :face aggregaie.,Number81,stone backfill material is. to ihes wide (six be.placed from 6"inches below to' 12,"inches abOve,the pipe. Thetrencn',should be_a minimum of 18 nc inches cn both sides of tha pipe), 8. L5teralsshalIbe installed no closer fhan 20 feet from water wells unless PV,C+pressure grade.pipe is.used meeting SDR 211and:ASTM•02241. Any proposed rnstaklatlon.requiring pressure pipe shall tie'reviewed`and°accepted by ti e Districtand1he Dikrlcfs engineer prior to installation. 9. Where a transition is made between SDR,35 pipe'and pressure grade SDR 21,pipe;-a ductile iron gasketed mechanical coupl ng'shall be used. 11 10, Laterals lshall7terminate,within 3 feet of the building,uriless;the conditions,in item'#3iaboveare met:" No gluedrpipe: shall bd installed outside'three feet of building feundahon walls. 11 Additional information on.Districbstandards end specifications maybe obtained from the Di§thet;s office during b6'siness.hours.of'8:00&m} to 4:30 p.m.'Monoay through Fnday Alt Distnct standards can $e Igca_ ted an our web site at,htIp:/1www.ctrwd.org/. q -Clay Township Reglonal'Waste District .10701 Cortege,Avenue ,S6ite_Afridianapolis,,Indiana 46280 12. Septiceftluent-hall notb6'pumped out into thesanitary sewer system. 13. TFie Districtshaill'inspect'ALL laterals: Please calVthe District office at 844,9200 24 hcurspriortotime;o_f. 14. Contractor's shall lay 141gauge-solid vwire the,entire length of,the,lateral. W lire rs to be,placed on tap of the lateral. Tlie District inspectorwAl verify placementof thewire, After inspection, bedding_is to be:placed onwtop 15' Call;:before;you,dig.. IUPPS 1-800-382-5544, 48 hours'pnortoAigging;, ReviseB7/2Vb7 - The sehaelder earpox cn &odeeerle g - 88x1 eras teens 9mm7tal Historic Pee! Harrison l,eadsepe irduteclun $atempafle, ladle.. /flue-tail! Gs • va 517-621 "kP e 217-629-7200 P1% ,?p+ ?i aya''5?1 Plot Pion Legend This Plot Plan Prepared For S+ivili cone Harness 90 Proposed Grades Lot # 43 , containing 16,78 S:F._, in r 000.0 090.0- Existing Grades Contour Grade Aberdeen Bend Subdhlialon * Approx. Lateral Location i ? Sternal - 8 Sanitary Sewer Lines ?/ ??/?/?? =/ INS1R. 200500066134 - - Or-- W - Storm Sewer Lines Water Service Lines Book j 3, Pogo if 739 - - - - - - - Sub-Surface Crain Lines Hurndton County, Gay Township 0 Monhole (Sanitary or Stormy 12791 TRUMAN COURT (50 R/1) ® E Beehive Inlet (Storm) Curb ]mist (Storm) Carmel, IN 46032 D Fnd Section (Storm) - Prepared bate: 03121107-: '6y KAG R Flre Hkdroat - ep Flow Line of swale CommoriRy Restrictions: Side Yard = N/A Rear Yard = 25' Aggregate = 30' Zoning = S1 Sflverthome Homes Ped.Grode - 913.0 per pion Pad Grade + 10' = Garage FIFE (914.0 } Garage FTE + 0.5' = Residential FIFE (914.5 ) Residential fFE -10.0' = Basement FEE (904.5 } Driveway Slope = 6.3% Note : The garage finished floor elevation 2.5' above the curb at the drive, per plan: Ground Cover Calaulctions: Orve =1,30057± Public Walk =454 SFf Private Walk =195 SF± Seeding =8,136 SF± Sod =5,004 SF± , to the rear of home. 268' h 37 15.a? c'r`.lel\ Note: Suntory Sewer Top of Casting Information Upstream Manhole, TC=913.90 Downstream Manhole, TC=911.20 per plan. Note: The contraotor Is to maintain a minimum allstanca of ten feet (1(r) between the sanitary sewer and water line Iatrds. Note: Builder to ensure positive drainage awoy from structure(s). Note: This drawing is based on construction plans or record drawings, and is not based upon a field survey. The Schneder Corporation does not warrant the accuracy or sufficiency of this information. Contractors should verify existing conditions prior to any construction. Any discrepancy found an this drawing should be reported to The Schneider Corporation Immediately, failing to do sou results in the contractors assumption of all liability. Note: R.e basement devotion, depicted hereon, has been detenrined and hosed m the pod grades cad/a conloae taken ken the construction plane for this suhdhiaion. ulnas stated, no Information about fluctuating water lane, sail conditions, or sae type hos been pro'Aded a stated on sold plans. This Ii Is located near a body: of wctr. Lot or sae conditions may require that the basement floor elevation he held 2 foot above nand pool elevation. Site inveshgation may be needed if water is encountered daring the exc tlon prx or it other known water ele,all a sots conditions ore present Investigation and any rrnedid procedures Is at the dlsoetion of the builder -ter deternnne and take -appropriate -Aaps'of aation:- If -any ground walr is enwuntered during excavation the balder is encouraged to contact The Sc ldr Corponotian to d'iacuss possible causes of action. NOTE: SUMP PUMP(S) TO BE GED VB07.0080426 am 1<n r 0 s 1 1 2fi.a' no 1 ,o t 39: r^ 1za 30.6' B-6 ® ABB 112 J l TC-l PER PLAN M This drawing is not intended to be represented as a retocement or original boundary survey, a route survey, or a Surveyor Location Report. FLOOD HAZARD STATEMENT 5.7 The accuracy of any flood hazard data shown on this plot plan is sub)eat.to map scale uncertainty and to any other uncedainty in location or elevation on the referenced load insuronce rate mop. ALL of the withln described land DOES NOT LIE within that special flood hazard zone A as sold land plots by scale on oommunlly-pand 1100080 0205F of the flood insurance rate maps for Carmel, IN (maps dated Feb. 19, 2003). 186.58' I 40.6r r ? p N m 6r 11.33 2s.o' 30.7 156.06' O 0 0 Assumed Hart Scale : 1" = 3a' I W o 75.2' N -CD CD O FLOOD HAZARD STATEMENT CERTIFlCATION S0303 y ' STATE OF ' ! q 111 !! f I 1 I i I I I N l 11111111 1 ??