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Home My WebLink About07100192 Sewer/Water Permit/sDrees Homes Page 1 of 1 Payment Attachment Yendor#:10992 CITY OF CARMEL ?Check?No 140556 ks.?wte :aab. ? ? C.W- . a a 10f09107 ae . K.n. Invoice Voucher Grass Amount Number Number Remark Amount Discount Paid LSE133 WATER PERMIT 2121078 1,396.00 1,396.06 Totals 1,396.00 1,396.00 Drees Homes - Creating Your Unique idea of Home CITY OF CARMEL Item 1 of 1 PERMIT RECEIPT Sec:20 Twp:18 Rng:03 Sub:LSP Blk:4 Lot:139 PARCEL ID ........: ZLSP138 DATE ISSUED.......: 10/29/2007 RECEIPT #.........: 26652 REFERENCE ID # ...: 07100191 SITE ADDRESS ..... SUEDIVISION ....... CITY .............: IMPACT AREA ...... 2581 TWIN TAKES DR LAKESIDE PARK WESTFIELD OPERATOR: pluv i COPY 4 : 1 40 OWNER ......... ...: DREES HOMES ADDRESS ....... ...: 650 TELECOM DRIVE, SUITE 200 CITY/STATE/ZIP ...: INDIP\APOLIS, IN 46278 RECEIVED FROM . ...: DREES PREMIER HOMES CONTRACTOR .... ...: LIC # XJDHCON COMPANY ....... ...: JDH CONTRACTING ADDRESS ....... ...: 8109 NETWORK DR. CITY/STATE/ZIP ...: PLAINFIELD, IN 46168 TELEPHONE ..... .... (317) 839-0520 FEE ID UNIT QUANT ITY AMOUNT PD-TO-DT -- - THIS REC --------- - NEW BAL --------- ------ USFWAT ---- ------------- ----- CONN FLAT RATE ----- 1.00 ---------- - 1310.00 0.00 1310.00 0.00 UWA_TER TAP FLAT RATE 1.00 96.00 0.00 - - --- - 86.00 --------- 0.00 ---------- TOTAL PERMIT --------- 1396.00 0.00 1396.00 0.00 METHOD OF PAYMENT AMOUNT NUMBER ------------ ------ CHECK ----- --------- 1396 --- .00 00140556 T07AL• RECEIPT 1396 .00 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT t PARCEL ID #: ZLSP138 LOT & SUBDIVISION: 138 LAKESIDE PARK ADDRESS OF CONSTRUCTION: 2581 TWIN LAKES DR WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: DREES PREMIER HOMES CHECK #: 00140556 EXCAVATOR INFORMATION: Name: JDH CONTRACTING Ph. #: (317) 839-0520 Fax #: Email: Street Address: 8109 NETWORK DR. PLAINFIELD, IN 46168 Bond Expiration: PERMIT TYPE: USEWRWATR Special Notes/Conditions: SEWER/WATER PERMIT Permit #: 07100191 Date: 10/29/2007 LOT 138 LAKESIDE PARK ESTATES, WATER PERMIT NO NOTES' The building & Sewer Shall be pve sewer pipe meeting ASTp1 specifications 3034 SDR 35 of latest recision; or eilri flied clay pipe, meeting ASTM specifications C-7,00 for extra strength clay pipe of latest recision 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 f'or 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 9-122(x), and sections P3008.1 and 2 of the International Residential Code. All building sewers shall be 6" diameter- All installations -hall be "open trench' inspected and approved b v the Carmel Sewer Department before anv ba cktilling is done. Non- compliance inay 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 neater shall be permitted to enter the public sewer. Sewer inspection' should be requested at (317) 571-2648 one to four hours in advance. No inspections or installations will be made on Saturda}' 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. Irani Greet must. he cut- a senarae street cut nerinit shall he obtained. APPLICANT NAME: LORI A. BIRDSONG-HENLIN PAYMENT RECEIVED BY: m FEES: v $1,396.00 4 Regional Waite District Residential, SANITARY SEWER Pr=Iii1111T 00677 INDIVIDUAL LOT 1 EXISTING BUILDINGS Permit Type,_,_ ... .... Final Subdivision Lakeside'Park Section Number n 4, Lift.Station 23 126th StreebStation Treatment Plant ---- MIX ---------- --------------- Buildef __ -- ----- Drees Homes -- - Phone Numb'er' 347-7309 'Parcel'Acreaje ---------------- F-DU 'in' Gallons' 310 sewer shall be per or 'Lot Number _ 138., Address Number -..- 2581 ----- ---- - - - Street, _Twin Lakes. Dr City ---..._.-----Westfield, ,Zip Codd - -_,^,40074. 'county' Local'Sewer Charge - Plan Review and Inspection Appitcation.Fee $100,00 EDU Fee ----- - -- _-_ Interceptor-Fee` -- - ------_____-- Fees Due, ___- $1;750.00 ',Inspections'by therDistllclare MANDATORY and shall be arranged bycontacting the Dislrict'v6fficeiat 844-9200 24 3 ours°in advance:-Alhriew construction will 6e placed on'hillmg siz moritFis'afler connection has been made or When wateris connecled,'whichever comesIfirsL, The'bullding;fias: USMH 'LP-536 LP-535' DSMH Grease3rap No Slab, Foundation No; Lid Elevation 913'77 n _91283 ft ----------.- Grit Interceptor No Ceawl•Space NO, First Floor Elevation 915:30 ft 915!3041: Grinder.Stiation No. Basement; Yes Basement Elevation 905:30A. 905 30 It , Cafculahon is'based:on both,Manhole Lia Elevations and the ele086 Of the First Floor 2.477 provided, Ihe3ubstrucliire'shall, be plumbed by:' Ejecfor'Purnp erves the,righi'to inspect all sump pump conneotlons to ensure,,no illegal.connecponshave beerfmadd, remain accessibleat'-all'liines. Bared manhole's wilVbe corrected'liy the DeveloperlOwher. Con ditionaL Perm it'Terms: 'AIL[onditions have been met Connection.tdthe:sanitary sewer is now pen Q 4 Q0 IP RrLTz0 ?4j By.signing below. [attest that I am'familiar with Builder / Printed Name-'".S-o L=-. Aications and agreeab. aaceptresponsibility for all wark,done under this permit. Phone.Number i?',F^_?,7 ;!'?Xf??/?: r arts PerrtiitDate -1012912007 Revised &fw- Perm it:is'valI&foribff!; EAR from the date issued.- Permit valid only with. CTR1MD Seat n.red ink. 1: •y 'SUMMARY OF LATERAL INSTAL^LATIOM REQUIREMENTS 1: All houses buildings, etc., shall connect tie the District's san!tay sewer system within PO'days.of notice providing a r.-_. sewer iswithiw300"feet for Hamilton County or-101W ;`feet fog 3o one'County'of.the properly line. `Only one,bullding:may connect to the sewer main Per-,lateral unless•otherwise approved by'the District:.- 2 No;foundation or.other storm wateydrains `shall be interconnected'to the sewer;lateraf installed and connected.to (he;DistiicYs saniiary,sewer. v 3 The ezisling:sewer line from'the building to the=septic"tank?may only"be.used`if it'is located,under, a building addition, patio-, porch or payed driveway. Air test is.required to sho4if acceptable for "re-use. The property owner shell the'cast of all lasting. The Distract inspector must lbe.onsihi for the duration of the air test. 4 'The owner or contractor shall notify the District prior to covering the installed lateral so`that the District can'make an inspectian'to determine compliance ivittftheDistrict's,sewer. use ordinance. Such notification shall be made 24 hours prior to,the`need for the inspection. If-the inspection faiWand;a,seoend.inspecuon is requlred or contracicir is not'on site for scK4;duled'inspection,,or,fails to cancel inspection,`an,additional Fee of $1170 00 Will 6z',tlue, This must-he paid pnof to the hme,of th4lfollow up!inspedon. 5, P-roperly'owners are hereby advised Ithai fhe County Board of;Health regulates,t} a operation and maintenance of prlyate.seewage disposal (septic);systems The,County Ordinance provides in part;that upon connection to.Erpublic sewer; a septic tank+"::.shall be:ab-'and'oned (pumped) and filled` a6mpletely.with earthen-material or.stone5n'a u ., .. ?safe'and,sanitary?manner."' Please contact the appropnatetGounty Board of Health forfditki- information and to notify ,the:department:cl the abandonment. 6. ;Acceptable Pipe Materials PVC'PIPE: SDR"35.or SDR•26; ASTM D304, SIX INCH PIPE PVC=PRESSURE RATED PIPE f: SDF'21; ASTM' D2241•, SIX INCH PIPE RESTRAINED JOINT PVC,PIPE (DIRECTIONAL DRILL)' Yelomihe`SRO?21- ASTM'D2241;:SIX INCH PIPE,(use only per approval of the Distnct-.Engineer) GA, SKETED JOINTS ASTM D32ti2 GASKETS: ASTM F.477 FITTINGS: SDR,26 or betibr '(NO fernco's allowed) DUCTILE- IRON MECHANICAL COUPLING LMTH',PROPER FITTINGS PRIVATE=GRINDER PUMPS ACCEP.TABLE.PIPE'MATERIAL: HOPE DR.1.1 with Compression Sittings,. Mechanical,or,Electrofused Joints, 'CLEAN OUTS TO BE LOCATED NO MORE THAN THREE FEET FROM THE FOUNDATION AND FOR, GRAV[TY LATERALS NO MORETHAN'l00. FEET APART. 7 Bedding Use Number 8 crushed stone orNurriber 8 iractured face aggregate., Number 8-stone backfill materiial'is-to Fie placed'frorh,6`iriches: below.to 12 inches above,the pipe:'The,trench should;be=a minititum of 18 thches wide (six 'inches on both sides ofthelpipe) ,pressure grade pipe is usedmeeting 8 Laterals shall be installed r o closer=than 20"feet from watorwells -unless PVC- SDR 29, and ASTM b224%1. Any proposed Instaliadoh requi7ing pressure pipe``shalfbe.reviewed.andiaccepted,tiythe District,and.the District s engineer prior to installation. 9:, Where a&ansition is=made between,SDR'35;plpe,and pressure grad&SDR'2-1 plpe,,,a.ductite_ iron „gasketed. mechanical coupling.shall be-used. 10. 'Laterals shalt terminate-within 3 feet'of'the building unless the,conditions in item #3 above are-met.. No glued pipe shai',.be,installetl outside three"feefof building foundationwalls., 1=1. ,Additional information ;n District=standards ana specificapons may he obtained from the.DistricKs'cffice?during business hours of8 00a m, -to 4-:30'p'. m.. Mcnday`through Friday-All District standards can be1ocated'on our web site - at http:llwww.ctrvud(argL-_< Clay Township Regional Waste District; 10701 College Avenue Suite,Alndianapolis Indiana 46280. 12: Septic efmuentshall not;be;pumped out into.ttie saritary,sewersystem. 13. The;Dislrict shall inspect ALL laterals _P,lease:call the'Districloffice at 844,9200.24-hours poor-to"time of 14 Contractors.sliall lay 14 gauge-solidWed the.entire-lenglh ofthe-lateral. Wire is:to:be placed'on top of the lateral: The District inspector will verity placeme t ofthe"wire. After Inspection;-bedding ls.Vbe placed,on top 15. ,Call before you dig. IUPPS 1=800;382-5544, 48 hours prior to digging. 'Revised '10109107 'd LAKESIDE PARK INST.#200500048186 LOT #138 - SECTION 4 CITY OF CARMEL, INDIANA 2581 TWIN LAKES DRIVE LOT SIZE: i3,688 SO.FT. CONC. DRIVEWAY: 1,204= SQ.FT. PUBLIC WALK: 474± SOFT. PRIVATE WALK: 198= SQ.FT. SEEDING: 4,793± SQ.FT. SOD: 446± SQ.YD. 1 SW z? 9ia, w.•• O 0 1 f u - u °a PLOT PLAN II PREPARED FOR DREES HOMES HOUSE TYPE: HARTWICKE - "E" - FULL BASEMENT OPTIONS: - 3-CAR SIDELC'A.D GARAGE s. - 12'X10' CONCRETE PEAR PATIO - BRICK WRAP (SIDES/.REAR' GRADE FLGWLJNE/I AS PER PLANS TYPICAL SWA.LE SECTION NOTE: BUILDER TO ENSURE POSITIVE DRAINAGE AWAY FROM STRUCTURE(S)' I + 1 FRONT DETAIL OF TYPICAL STORM WATER FLOW PATTERN FOR INDIVDUAL LOTS ' O.U?hS.S.E 1 UPSTREAM. MANHOLE #536 ?`• as.L 4?--T.C. = 913.77' t SUMP .....u THREE ° `°U PROP. I CAR 12 00• t=33' PORCH DRIVE . GARAGE ai m I x.J3' 10.00• PROPOSED m RESIDENCE -F = 315.3' ?i BSM'T. = 905.3' 23.60' U) SOD a (7) LINE 2+.33' 2J 0 .33' • - SOD 't ` 898 LINE 9u.0 12•x!0' I 7.50' PATIO LOT #138 13,688 S.F. 84.17' 15' D.E. F-- -- _ NOT 1000.01- PROPOSED GRADE 000.0 - EXISTING GRADE Pp ( A. TER ? No. ° ELS20300026' ?c S STATE OF •••'•. 7NDI.4yP - CRPr ENTRY TO CONFORM WITH CITY OF OARMEL STD. - THE LOCATIONS, DILEENSIONS, AND WIDTH ALONG THE PROPOSEC PUBLIC SIDEWALK WERE SCALED OR TAKEN FROM ENGINEERING CONSTRUCTION PLANS PREFARED BY OTHERS OR AS PROVIDED. - VERIFY SANITARY LATERAL LOCATION PRIOR TO CONSTRUCTION - IT SHALL BE THE RESPONSIBIUTY OF THE BUILDER/CONTRACTOR TO VERIFY THE BUILDING DIMENSIONS. BUILDING LOCATIONS, THE LOCATION OF OTHER PERTINENT FEATURES AND ELEVATIONS PRIOR TO THE START OF CONSTRUCTION. THE INTENDED USE OF TnIS PLOT PAN IS FOR SECURING BUILDING PERMITS ONLY AND SHALL NOT BE USED FOR ANY OTHER PURPOSE. LEND SURVEYING d IA UDEVFLOPMENTCONSULTING T tI\ ! `U? ` J t 1 t l 80i` WINDHAII LAKE DR T ( I ) f INDIAN_4POLIS,INDWNA4621= uy-y PHONE:(31'.)-290_1290 NTfNG YOU IN THE AIGRT DIP.ECTION" FAX: (31.)-:90.1293 DRWN: TAT dCp: 07-441 DATE: REV.: 10/25/07 SCALE: 1" = 30• ZONED: F.F.E. HSE: 915.3' ZONING: SPECIAL SIDE F.F.E. GAR: 914.4' REAR F-F.E. BSM'T: 905.3' -r"N LAKES DRIVE sDRw - I 3U B-B) - t