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Home My WebLink About07110022 Sewer/Water Permit/sCITY OF CARMEL Stem 1 of 1 PERMIT RECEIPT OPERATOR: jchastai COPY k 1 Sec:28 Twp:18 Rng:03 Sub:B62 31k:120023 Lot:250 PARCEL ID ........: 1709280049014000 DATE ISSUED.......: 11/05/2007 RECEIPT #.. ...: 26717 REFERENCE ID # ...: 07110021 SITE ADDRESS ..... SUBDIVISION ...... CITY .............: IMPACT AREA ...... OWNER ............: ADDRESS ..........: CITY/STATE/ZIP ... 1823 HOURGLASS DR VILLAGE OF WESTCLAY CARMEL 1823 HOURGLASS DR CARMEL, IN 46032 RECEIVED FROM .. .. : WOODALL CONSTRUCTION CONTRACTOR ..... .. : LIC # XUPGEXC COMPANY ........ .. : UPGRADE EXCAVATING ADDRESS ........ .. : 4560 E. 216TH ST. CITY/STATE/ZIP . .. : NOBLESiTILLE, IN 46060 TELEPHONE ...... .. : FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC -------- - NEW BAL --------- ---------- USFWATCONN ------------- ------ FLAT RATE -- 1. -- ---------- ---------- 00 1310.00 0.00 -- 13i0.00 0.00 UWATERTAP FLAT PATE 1. 00 86.00 0.00 86.00 -------- - 0.00 --------- TOTAL PERM IT ---------- ---------- 1396.00 0.00 -- 1396.00 0.00 METHOD OF PAYMENT AMOUNT NUMBER --- -- ---------- CHECK ------- ---------- 1396. -- 00 ---- - 7382 TOTAL RECE IPT 1396 00 SCAN N EL qm .r CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT PARCEL ID #: 1709280049014000 LOT & SUBDIVISION: 250 VILLAGE OF WESTCLAY ADDRESS OF CONSTRUCTION: 1823 HOURGLASS DR CARMEI, IN PAYMENT RECEIVED FROM: Name: WOODALL CONSTRUCTION CHECK #: 7382 EXCAVATOR INFORMATION: Name: UPGRADE EXCAVATING Ph. #: Fax #: Email: Street Address: 4960 E. 216TH ST. NOBLESVILLE, IN 46060 Bond Expiration: PERMIT TYPE: USEWRWATR SEWER/WATER PERMIT Permit #: 07110021 Date: 11/05/2007 ry VlCSr ?.Vrrp 4r Vrra• LOT 25D VILLAGE OF WEST CLAY. VVATER PERMIT. 'NC) NOTES " The building & Sewer Shalt be pvc Brewer pipe mctting ASTMI specifications 3034 SDR 35 of iatest revisiorn or viuified clay pipe, meeting ASTM specifications C-700 for extra srsength day pipe of latest revision unless other materials arc hereby permitted in writing. The Sewer shall he installed in accordance with ASLtit 2321 for pvc pipe and the Gniform Plumbing Cock for the State of Indiana. All installations shall be in strict complianec with pertinent City of Citrnrel ordinatecs. flack Water check valves shall be instz111 it accordance with City Code Section 9-122(a), and sections P3UW I and 2 of the International Residcnua[ Code. All building sewers shall be 6" dieter. All installations shall be °e cat [renal' ins ecteid and approved by tire Carmel Sewer De artmant before anv backfillin is don-. Non- cornpliance may resu[t in dimming up the sewer installation andlor denial of future sewer pcrrl andlor derval of water connections. No foot in2 or foundation drains or other source, of ground water or storm water shalt be permitted to enter the public sewer. Sewcr insPetticns should be regu_stcd at (317) 571-2648 one to four hours in advance. No inspection= or instal[ationn will be made on Saturday or Snndav or holidays unless arrangements are Made at ieast 24 hours in advance. All pturnberc or contractors installing sewer (or water) lin-s shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE [f sny serer. rnu?t he oii- a ceosrate atreot oar nermiT shall he ohlained. APPLICANT NAME: DALE WOODALL PAYMENT RECEIVED BY: ! ?f C?`^ ???c7 FEES: $1,39fi.00 SCANNED R691bnal Waste ®'istil t Keslttentlai SA NY'TAIRYySEWER; PERMIT 00837, INDIVIDUAL LOT,)' EXISTING BUILDINGS' Permit Type, . _ _' Final Subdivision - Village of West`Glay 'Section Number 12002 UWStation 19''Vdlage of West (jIay-Station. Treatment Plant MIX Builder = VVoodalf Construction Phone Number --- 574-1944 - -------- LotiNumber '250 AddressNumber 1823 Street ------------ Hourglass_Dr ---- City' Carmef ; ip Code, ----------------- 46032 --------------- Local Sewer Charge- . Plan Review andinspection -------------- Application Fee' ___-$1000 Parcel Acreage' EAU Fee $1;550.00 --- ----- -` EDU im,Gallons' 310 Interceptor Fee -- lnvoiceNumber Fees' Due $T;7¢0:00 ----- -_-_ __--_ ,.__n__ PLEASE NOTE Install ationof.building sewershall be per the-specifications of the Clay Township`Regional Waste Distnct-(see reverse) and:any conditions noted below All installations shall be i ispected tiy, Dtstrlct;personnof during . "open trench" pliase:and betore;backfilling,with stone to twelve inches above,ttie pipe. NO footing or'foundation _ drains, or other sources of grotind orsiortnwater, shall.be per mitted'fo'enter the District's'sanitary sewer, system, The DisVict wifl.assume'no liability for, drains which are below the grade.level of ihetnearest'down stream manhole hor for laterals,w; l are extended beneath`drtveways or sidewalks. The permit holder (property owner, developer dr'buifder) wit be responstblefor damages to the, District's 'sewer system. This includes d'ariiages to manholes, casting,, manhofa=fids anTth'e like; doused by, can-strucliah'activ_ity on the'build ng.site which is the.subject,6f this permit. Inspections by the.Distnct we'MANDATORY and,shall.l e:arranged by, contacting the Distrjot's;office a`M4-9200' 24 houfs;in advance., All -new construction will be'placed on ;billing six.monlhs.after connection has.been,madI'e or when water?ls,connected; whichever`comes first' The building`has: IJSMH VWC?407A VWC-406ADSMH Grease..-Trap No Slab Foundation: No Lid Elevation 890785 fl 890:74 ft Gnt;lnterceptor No Crawl.Space No; First Floor Elevation .893808 893:80 it ---------- Grinder Station Nd Basement Yes, Basement Elevation 88380 It 883-80 It Caicale ron rs'based on boit7*anhole Lid Elentions:and the:elevatlomof the Frrst'Floor? Z,94 3 gs l'. Per Ordinance 9313=99 and the elevations, provided, the substructure,shaltbe;plumbed by: Ejector Pump Only, The Drstr c[ rese ves the right to,inspectallsump pu np:conneclions lo,ensure no iifegal'connectidns'liave:been,made . M nholes'shafl r`emainaccessibWat all timesBUned manholes will'6e corrected by the Developer/Owner. C6ml itidnal: P&rmit Terms: All conditions have beemmet Connecttonto the sanitary sewer, tsnow CV OD By signing below tatte5t that Vim fsinlliarwilh the District's specflcations and agree,to,accept .responsibility for all wark donelunder thus permit.- Buitdel;OwnerSignature ,a_t Phone Number ,S p F Pointed Name ,Approve Permit"Date 101311200.7 iO oy .reltner, .OireCPol orAdm iNStfdb ,. Yamer,Service ? ?e. Revs &7/2BM7 PermiCis valid for C)NE YEAR'from the date issued. Permit valid only with CTRWD-seal,in red ink.. FYI SLIWARY`AF-LATERAL INSTALLATION-REQUIREMENTS 1_ AIVIho uses, buildings 06. 'shall connect to thebistrict s sanitary sewer system within no days of notice providing a sewer is;within 360 feet`for Ha iitton County:or 100 feetfor Boone County of the property line: Only one butldrng:may connect to the;sewer'main,pePlateraE-unless otherwise @pprov0iby Ke Dlsl i . 2 No foundation or other,storrn water drains shall Be;iriterconnected to the sewer lateral installed and connected-to the District s sanitary se_ 3. The existing sewer.line from the building to tnerseptic:tank=..may,only be used'ifit is.located'under a'building addition„patio,?porch or-paveddnveway_?Air test is-requiredao show f!acc°ptable#or re use: The property owner - shall,,boar the cost of all_testing. The Di-&ict inspector.must be,onsite:for the, duration of the atr test: 4 The owner or contractor.; shall notify the Distnct prior to codering the installed lateral so that.the,Disvict can make an inspection t6delermine compliance with?the District's sewer use ordinance Such,notification:shall.be,made'24 hours prided the needlor.the inspection. Ifthe Inspedtion fads aiid a secohd'ihspection'is required, or contractor (snot on. site for scheduled,,inspectien„orfads fo cancel in'spec'tion; arradditional fee of $100:00 will be due. This;must be:paid prior to the,time of the,followiup inspection. 5. Property?owners,are hereby advised that tK6'County Board'of Health regulates the.operation and main tenance;of private, sewage :disposal septic} syste ns The County Ordinance?provides in part•lhat _rupon connection to a p'ubtic `sewer,^a septic tank" shall be abandoned (pumped cleari)tand'filled completely wnh.earthen material cr stone:in-a a.. safe and.saruiarymanner' Please contact the appropriate Counly:6oard'of Health,3or furiheriniormaticn and,to notify the department of,the abandonment.. 6., Acceptable Pipe Materials: PVC PIPE: SDR 35 orSDR 26„ASTM D3034;, SIX INCH PIPE" PVC?PRESSURE,RATFD PIPE SDR 21, ASTm D22 ,1,'SX]NCH PIPE RESTRAINED JOINT PVC PIPE'(DIRECTIONAL DRILL)Y®Iomin&SRD 21, ASTM 1322411 SIX INCKPIPE (use only perapproval'6 the ?istrict P igineer) GASKETEt) JOINTS:,ASTM D3212, GASKETS: ASTM F477 FITTINGS: SDR'26for better (NO fernco's allowed) DUCTILE IRON,MECHANICAL COUPLING WITH PROPER' FITTINGS' PRIVATE.GRINDER PUMPS ACCEPTABLE PIPEWATERIAL: HOPE DR 1,1 wiIth'Oompression Ftftings,;Mechanical dr'Electiofused Joints CLEAN OUTS TO BE LOCATED'NO MORE THANTHREE'F,EET ER6M'THE a.. FOUNDATION AND, FOR GRAVITY. LATERALS NO,MORE THAN 100 FEET APART. 7- Bedding;Use,Number8 crushed,stone or Number 8-fractured face aggregate: Number 8 stone backfll material is to be placed fr'cm:6 inches below to 12 inches abovedhep pe The tench should'pe'a minimum of.1',8 inches wide; (six inches on both "sides of the,pipe} 8. Laterals,shall be installed.no closer than204eet from water.,wails:uniess,PVC;pressure, grade pipe is used,meeting'. SDRi21 and ASTM,D2241"„ Any Oroposed,irislallaticn requiring 'pressure pipe;shall be.reviewed and a"cgept9gd tthe;- DIStdCt and th'e Distridfs engineer,priorto'installation.. 9:" Whereta,transillomismade between-SDR;35,pipe ari l.pressure"6rade SDR 21 pipe;.a ductile iron;gasketed mechanical ; coupiing.shal I' berused., 10. 'Laterals shairterminatemithin 3, feet of the,building ur less'the; condi#ions in item #3 above:are.met No'glued pipe sl all be'Jrisfalled°outside !three'feet-of building foundation walls. 11. Additional Infdrmaiion,on Distnct stantlar`dsand specifications ,may be obtained from,the Distr'ict's office during ?fo business hours of;kha.m: to 430 p ri: Monday through Friday:.All District- standards can be located-on our-web site athttp;llwww ctrwd:orgl. Clay Township•Regional Waste'-District X10701 College."Avenue =Suite A-lydianapolisIndiana 46280- t2., septic effluent shall not'be pumped oul`inlo the §anitary`sewer'system. 13 The DiWot;sligll inspept ALL laterals: Please call the,District office, at 844:9200 24,hours prior'to:time of 14; Contractors` shall"lay'1'4 gauge-"solid wire the entire;Iength of the,lateral. Wire: is.to be placed,on top of'th-e lateral. The Dikhi tinspector'will.verify'placement of the•wrre After, inspection, bedding.is'.to'be placed on top. 15. Caltbefcee you dig. IUPPS 1-800zg82-554,4, 46 hc&s;pnor to digging; E 41? Revisedl Oio9/07 ? Grou )T PLAN WAS :D EASED ON TION TAKEN FROM PLATS, SIJBDIIASION RECORD DRAV4NGS ANS PROVIDED BY IT IS THE SIBILITY OF THE :TOR TO VERIFY SIT-- )NS PRIOR TO DCTiCN AND NOTIFY A GROUP LLC and K OF ANY ANCIES. N CF UTILITY .5 ON PLOT PLAN IERAL LOCATIONS N AND SHCILD-BE IN THE FIELD. TO ENSURE POSITIVE VAY FROM fRE. BE PLACED BY AS NEEDED. BUILDER IS TO 310EYARD SWALE TO SHOWN ON THIS IF BUILDER 15 TO ACHIEVE DRAINAGE AWAY 20POSED IRE, THE ENGINEER E CONTACTED. 5 NOT TO DEVIATE 2ADES SHOWN ON iN WITHOUT THE r OF BOTH THE R AND BREN'WICK. GRANULAR BACKFIL+_ SUGGESTED UNDER DRWEWAY AT SANITARY SEWER LATERAL TRENCH, WATER FINE TRENCH AND ANY OTHER EXCAVATED AREAS. (IF SITUATION FLOOR ELEVATIONS AND PAO GRADES DEPICTED ON THIS PLOT PLAN IS OPEN FOR REVIEW BY ERENWICK DEVELOPMENT. THE BUILDER IS CAUTIONED THAT SA.IC INFORMATION IS SUBJECT TC CHANGE \ Rpm ?J c 1 R ba \ 4R`? \ / / ? 9p ancr ?? ?? ES @ NSY F?m RE3 P.0 NCE FFE?B93,9 - O. ? ?/ ? sus\\ \ \ \ BSU:T FFE=683.St I GPRAGE ?/ fF_ 691.8 7 J ?t 0 91.3 / TC? Sr? NDTE: (SECONDARY AREAS NOTE: PAD ELEVA'10. - WESTG_AY) MAX. HEIGHT: SHOWN IS PER PLAN! 35' ON LOTS 100' AND IS NOT THE AS-BUIL LARGER (TO EVE LINE) 30' ' ELEVATION, ON LESS THAN 100 MAX. COVERAGE, 509 NOTE: THE INFORMAL FOR THE ELEVATION NOTE: (PRIMARY AREAS - DIFFERENCE BETWEEN WESTCLAY) MAX. HEIGHT: PRIMARY FINISHED FL 30' DUILD-UP LINE, 2 ELEVATION TO THE T STORIES MAX. COVERAGE, BASEMENT WALL ANE 50% THE BASEMENT FINISI DENOTES LOCATION PER FLOOR. WAS PROVIDE[ THE BUILDER, CONSTRUCTION PLAN DRAWINGS. CONFIRM BEFORE OF WATER TAP CONSTRUCTION OF 6" FILLES WITH GRA M SANITARY LATERAL AND TO Wi THIN 1 [ ATERIAL WATER SERVICE LINE. OF CURB. NOTE, CGNCP.ETE APRON TO MATCH EXISTING ALLEY AREA OF WATER TAP EDGE OF PAVEMENT RESTORED TO ITS' ORI FLEVADON CONDITION PRIOR TO TRUCTION . CONS ALL MI20 IN STREETS FROM TRUC:{S L=AVING LCT TO BE ALL SERVICE LATERAL CLEANED AT THE END OF CROSSINGS AT CURE EACH DAY. STAMPED SS= SANITA SURF D SILVER S = - SILT FENCE TO BE USED BRAIN W= WATER WHERE NEEDED TO ' KEEP . MUD DFF OF STREETS AND GUT OF STORM SEWERS. / Tc-Ba5.G8 t ?e? Flan Storm Tc=eae az Per Ran + + m 1 i 591.3 ?? / 1 / 1 4816. 1 C311'E AGO' /!/ ? ? 291.3 ?` ?! 1 / o / 0,0 1 BLOCK "A" COMM0N5 C `l Storm Str To-Baa.40 Per Flan erty Description umber 250 Village of Westclay, Section 12002-B, an Addition in Hamilton County, Na, as per plat thereof recorded as Instrument Number 200500042566 found in Iffice of the Recorder of Hamilton County, Indiana. PLOT R AN Ile: I "= 30' e: Oct. 23, 2007 W,0 PROPOSED GRACE PER PLAN GROUND WATER FLOW WINIMUIM SETBACKS Min. Side 5 Fee, or 89 Lai wid,H (?O B-?_ Min. Rezr = 20 Feet Aaa = 169 of Ict width. ® B.L. (21.7'} LOCATION 0. UTILITIES ON PLOT PLAN ARE GENERAL LOCATIONS HER PLAN AND SHOULD BE VERIFIED IN THE FI ELD. - - SANITARY SEWER LINE %? -m- STORM SEWER UNE WATER UNE -------- EASEMENT LINE BUILDING SETBACK LINE Drawn Dy: DJR Revised: Prepared For: Woodcll Construction ReJden?e 1823 Hauralass Drive I I 1 '6 SCAn 5 r? is LV L { 2 20.132 wlil GI Rji?"" ..isr?Ra ???.• No. L520200083 ? ' i STATE OF IL?i :w