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HomeMy WebLinkAbout07110026 Sewer/Water Permit/s??:. Regional Waste' Districts Residential. SANITARY'SEWER PERMIT 00687 INDIVIDUAL LOT I EXISTING-BUILDINGS I Permit Type __--_m ____ -_._ __--------------- - Final- Lot Number __-_ ---- - 14, .S-0division Camden'Walk ,_ Addres§'Number ` 2 581 Section Number 1, _._.e_-__..-. :_-"w Street _ . ' Turnln LeafLn, LifYStation _ 'j9Towne Road -- lion city ` __ _- _ _ --- ___- Treatment Plant, -------- CTRWD VW1TP zip Code --- ---- ---- - 46032. ------ Builder P.hone',Number Parcel Acreage --_- ----- - - w _ EDU in Gallons 31,0 Invoice;Number County Local Sewer Char9e r Plan Review-and Inspection - Application Fee 5100:00 EAU Fee? `p f $1 650'.!7{) Interceptor Fee. _ ,Fees, Due PLEASE NOTE:'Installation.ot6uilding sewer shall be perthe specificatons of the EIay?Townstiip Reg onal,VVasle District ,{see reverse) and:anyconditions`noted:below. Rif installationsshall __be inspected by District personnel dunng "open trench" phase nd before.backFiling•with`sione'to twelve inches above the;gipe NOrfooting orfound afion. drains"or'other sources of;ground or'stormwater, s€1all.be•permltled'to enter the District's sa-nilary•sewer system..'The; 'District Will assume :noJiabilily'fordralnsiwhich are below the grade level of the nearest downstream, manhole nor for `laterals which.are extendedeneath driveways.or,sidewalks. The permitholder (property owner developer or bu,ildeir 'will be responsible forrdamages to (he Districtis Sewer system. This includes damages to manholes, ca"stings, 'manhole lids and.tle like; caused, by construction:actiyily on '=the buitdingsife'wliich is the subject of'tnis permit. I Inspections by-theQistrict,are MANDATORY and shall be ar'r`anged t ycontacting the Dist'rict's office.at,844=9200 24'hours,in advance: A€I.new con structiori'will,be,pl_aced on?bilting sixmorilhs a'iter connection has been made or when water, is3ronnected; whicheveircontes first The building has:, USMH cw-708 CW,707 DSMF Grease'Trap No Slab Foundation No Lid Elevation 873 80 it, 674.06,fl, --------------- ------ Grit Interceptor No Crawl Space No First Floor Elevation 876.00 ft 6.76.0,0 1`0 Grinder Station No Basement '`(es Basement£levati&C 8660011 866.00. ft; 'Gakulahon is tiased;on bo[ti;Manhole Lid :Elevahonsand.theelevahon'ofthe F.rrstFloor y y0?-1 94 PecOrdinance 9-13-99 andithe.,elevaGons;provided, thesubstmcture,shallbe,plumbed.by: Ejector Pump Only The,DistridtresbtVesthe'rightto'.inspect,alllsump pump connections'tolensure.ncillegal connections:have.been made.. Manholes.shall remain'accessible,atall times:;Buried manholes wlll;becorrected'by.the 0,evelopedOviner: Permi( erms: All conditions have,beehrmet. Connection`to,the,sanitary By',5igningr6elow,ilvaltesl that 1!arcgarr char with; the Builder:! Printed Name acc=pPrasponsihility for. all.wurk ddne:under.llils`_peimil.- Phone, Number, ?1- l Permit Date 114212007 Revised 7125107- Permit is'gafid -forONE=YEAR;from the date. issued. Permit validonlywitii CTRINDaseal in red ink. SUMMARY OF LATERAL' INSTALLATION REQUIREMENTS 1 All houses buildings etc:,ashall connect to the Distnct's°sarntary sewer system within gDdays of notice providing a sewer is.withm 300'fekfor Hamilton Co6nty'"or'10016etfor Boone'Cdunty of the property line. Only one building'may connec i6 the'sewer rnain`per lateral"unless'-otherwise approved by"the District, 2. No foundation or other'storr water drains`shailbe interconnected to the. sewer: lateral installed and connected to the District's'sanitary sewer, 3. The:existingsewer i tank _may'ohly: be;used it it is located under 'a building 6i`redtto show-if-acceptable:for-re-use.: T,herproperty owner must be cnsite.for the duration ofthe air lest. 4. `The-ownerorcontractor shall notify^ihe District`,prior,,io"covering the installed'daterai so;that the-)i'strict can make an inspection to determine compliance with the District's'sewerluse: ordinance. Such noiEfication shall'be made 24 hours pr'ior,to the need'for the:inspection. If the inspection fails and a second inspection is required, or contracteris not,on site for:scheduled,inspection; or fails to cancel inspection, an additional fee of X100.00 will be due. TI-is,must'be paid pnbr to the time,of,the,follow.up,inspection. 5. Property-owners are hereby advised that the;County Board of Health regulates, the operation and.mai'ntena private sewage disposal (septic) systems. The.County Ordinance provides impart -that, upon. connection to a I 6. Acceptable Pipe, Materials: PVC,PIPE SDRi35 or SDR26, ASTM-D3034,,SIX-INCH PIPE PVC-PRESSURE RATED PIPE:, SDR 21, ASTM D2241, SIX'INCH PIPE RESTRAINE¢.JOINT PVC PIPE (DIRECTIONAL .DRILL): Y61omine SRD 21, • ASTM,D2241; SIX INCH,PIPE (use only 'per approval of,the.District,Engineer_) GASKETED JOINTS' ASTM D3212. GASKETS:.ASTM F477 FITTINGS.,SDR,26 or better (NO;fer`nco,'s allowed) DUCTILE.IRON MECHANICAL,COUPLINGWTH PROPER FITTINGS, PRIVATE; GRINDER P.,UMPS.ACCEPTABLE P-.IPE,MATERIAL: FiDPE'DR11 with,Compressicn Fittings, Mechanical or Electrofused Joints CLEAN OUTS'TO BEgLOCATED .NO MORE,THAN THREE FEET FROM THE .. FOUNDATION AND,FOR,GRAVITY LATERALS NO;MORE THAN 100 FEET APART. 7., Bedding Use Number'H crushed.stone or.Number.8 fractured face aggregate..,Number'Bstone backfill material is to be placed from,61nches,below to 1,2 inches above the pipe. Theitrench.should beta minimum of 1 B,inches wide (six inches;an,both,sides of)ihe pipe) 8. Laterals shall'be nstalfed no closer than 20 feet from water wells unless PVC pressu3e grade pipe is used meeting DDti t,ahd theSTDM D2241 Airy proposed installation -requiring pressure pipe shit; be reviewed and accepted by the strlcl's,cngmeer orior to:installation', 9. Where a:tranl itioh;is made betweenSDR=35 pipe' and. pressure"grad6SDR'21 pipe;°a ductile iron"gasketed mechanical coupling'shall be used. 10 . Laterals shall termiiate'within 3.feet76fthe°bdildmg uhIess.the`ccndd ns1in item43 above are, met. No glued,pipe shall be'installed outside three feet of building°foundation walls. 11 Additional information on bistnct standards:and specifications may be obtained.from;the District?soffce during business hours cf 8 DDa m.°to 4 3D pin„Monday`'ttSroug'h F.r day:,All District standards,cart be'locafed on ourwebstte. at;ht f p; llwww.ctrwd. org1:' Clay Township Regional;Waste District-, 10701 Coll@ge;Ayenue -;Swto A-Indianapolis; Indiana 46280 12. Septic effluent,shall not be.pumped.'out=into the•sanitary<sewer.system. 13. "Thebistrict shall nspecitALL laterals. Please;call the District office. at 844.920024 hours piicnto time of 14 Contractors s4l,lay,14 gauge--solid; wire the,entirejength'of the lateral Wre'is-to be placed on top,of the.lateral. The District inspector-will verify placement of the'wire. Afterainspection,.bedding?ls to be placed,cn top: 15. Call'before you dig. IUPPS ,1-800=382-5544;.48 ncuis onbir to.digging. ftevisedrlnl69Po7? ?` ???e l?T P r °'(T3 CONSULTING ENGINEERS JOB M CAM.14A T LAN0SURVIYORS 7965 EDs1 1061h Slreel • Fislrels, IN 4608-2505 (317) 849-5935 • 1400-728-6917 • FAX: (317) 048-5442 fAMIRQI. IR 47665A SM (PIN) THE FOOTINGS FOR THIS HOUSE SHOULD BE C. A. #3 AINNED SINCE THERE IS LITTLE OR NO TOLERANCE VAR. U.&U.E. ON THE SIDE YARD EASEMENT & MINIMUM SIDE YARD REQUIREMENT. CALL US WHEN FOOTING WETLAND IS IN SO WE CAN SCHEDULE PINNING. 1 MITIGATION P71.2 Y/6.] ?D.DD' ,na P71,4 t .AND o t WELE 15 D. E. F a.DD 15.33 ° 18.00 ° , 18 00 E 74.5 P 714 5 a o PCRCH a . , o 13.96 . 15,33 150 ? 3 E E 18 7' iE 0. 0 0 HOVS i E . 866 00 I 34.9 ' I TURNING LEAF LANE 0 1 30' LOT AREA: 11,700 Sq. Ft. m ^ V PC.3GH ' E 74.5 O 01 37 ! 2 D I P74.5 M - ? I " , GAR. 25. 45w 88 874.63 UNDO I wl w I WELL E 73. GONG. N o LEGEND: P 73,2 I o R1 VIE IVi E 73-8 P73.a E 99.99 EKISTING GRADE (BEFORE CONST.) P 99.99 PROPOSED GRADE (AFTER CDNST,) T.c-=a73.7a AS BUILT 22.67 26' ELL I S.S.O. - - SUN DF0.1N 1 RFACE 7 SANTI T4 TARY SEWER E 74.5 P74.5 20 D U S E ST9RM SEWER V MH 707 E 72 9 ti . . , ?© . MH 706 W .l WATER MAIN 3/4" WATER CONNECTION -PT 2. 9 i -r Q I 0 0 - SWALE SF SILT FENCE T.C.= 874.06 T.C.- 973.80 ' AS EUILT E 73 5 AS BUILT SEWER MANHOLE DD 40 4'S . . P.7d5 - ?J STORM MANHO!E T.C.- 872.55 CURB INLET AS BURT TURNING LEAF ® c c ? n END SECTION P 7 T.C.= 872,64 $ 26 LANE P 73 03 7 AS v . FIRE HYDRANT W O.&U.E. DRAINAGE & UTILITY EASEMENT T 4'SY! L.E. LANDSGAPINC EASEMENT S.L.E. SIGN LANDSCAPE E?SEMENi CAMDEN WALK €LC P.O. BOX 553 CARMEL, IN 46082 ITT?tllllll llllrylll, • 1........... 4 ,LOT 14 0 ??TE,gF CAMDEN WALK Flo. SECTION ONE - :80040348!r INST. #199909954673 sTAT OF P"C. #2, SLIDE # 315 ?y ' /. 1:1 'i BENCHMARK TOP OF CASTING = 872.64 ALL UNDERGROUND SEWERS AND UTILITIES SHOWN ARE PLOTTED BY SCALE FROM "RECORD DRAYMGS- FURNISHED aY ENGINEER IJ 11111111j1I NOTE: n-IIS DRAWING 15 NOT INTENDED TO SE REPRESENTED AS A FEIRAGEV.ENT OR OR;CINAL 90UNDARY SURVEY. A ROUTE SuRvEr ON A SURVEYOR LOCATION REPORT. S61 REV CHO NW 014 107 DA RIG ADDRESS NOTE 10 B 7EM JDA 1 REMOVE RED 10/17f07 MA ID/16fD7 CAH `HDLE': MDLI SEZ" gym .DON'T DIG BLI;Jti LL TWO WORKING GBY9 BEFORE YOU DIG. ITS THE LAW 1-900-392-5544