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Home My WebLink About07120108 Sewer/Water Permit/sCITY OF CARMEL Item 1 of 1 PERMIT RECEIPT Sec:28 Twp:18 Rng:3 Sub:B62 B109003 Lot:12 PARCEL ID ........: ZB6212 DATE ISSUED.......: 12/28/2007 RECEIPT #.........: 27088 REFERENCE ID # ... 07120107 SITE ADDRESS .....: 13406 SIRKENH=AD ST SUBDIVISION ......: VILLAGE 01 WESTCLAY CITY .............: CARMEL IMPACT AREA ...... OPERATOR: plux COPY # : 1 OWNER ............ : DAVID & SUSAN BROOKS ADDRESS .......... : 5380 CARROLTON AVE . CITY/STATE/ZIP ... : INDIANAPOLIS, IN 46220 RECEIVED FROM .... : G & G CUSTOM HOMES CONTRACTOR ....... : LIC 4 XC&HSEP COMPANY .......... : C & H SEPTIC ADDRESS .......... : 1210 S KITLEY AVE CITY/STATE/ZIP ... : INDIANAPOLIS, IN 46203 TELEPHONE ........ : (317) 351-8115 FEE ID UNIT QUANTITY AMOUNT PD-TO ---- -DT ---- THIS REC ---------- NEW BAL --- USFWATCONN --- -- - FLAT RATE 1. -- ---------- -- 00 1310.00 0.00 1310.00 0.00 UWATERTAP FLAT RATE 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 1802 TOTAL RECE IPT 1396.00 y ., CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT %NDI CXj. PARCEL ID #: ZB6212 LOT & SUBDIVISION: 12 VILLAGE OF WESTCLAY ADDRESS OF CONSTRUCTION: 13406 BIRKENHEAD ST CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: G & G CUSTOM HOMES CHECK M 1802 EXCAVATOR INFORMATION: Name: BUTZ, MICHAEL Ph. #: Fax #: Email: Street Address: 508 TWIN OAKS DR CARMEL, IN 46032 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWER/WATERPERMIT Permit #: 07120107 Date: 12/28/2007 tvviesn.vnmuuns: LOT 12 VILLAGE OF WESTCLAY, WATER PERMIT ' NO NOTES ` The building & Sewer Shall be pvc sewer pipe meeting AS I'M specifications 3034 SDR 35 of latest revision: or vitrified clay pip-, 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 ASTNI 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 Coda All building sewers shall be 6" diameter. 411 installations shall be "open trench" inspected and approved by the Carmel Sewer Department before anz 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 he permitted to enter the public sewer. Sewer inspection- should be requested at (317) 571-2648 one to tour hours in advance. No inspections or installations will be made on Saturday or Sunday or holidays unless arrangements are made at least 24 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,cnarate street cue nermit shall he ohlained. APPLICANT NAME: JOE GARCIA PAYMENT RECEIVED BY: 1?? FEES: $1,396.00 'Permit Type Final Subdivisio' Village of yvesl Clay Lift Station 19 Vdlage:af West Clay Staticin Treatment Plant' MIX Builder m m^G & G Custom Hoiri ilhc Phone,Number 317 41-8 r665 Pari]el-Acreage. EDU jn.(Gallons 310 Lot. N u m ber -12 Address Number --------- 13406' - -.._.,...--. _...---- Address 2 street, -------------- Blikerihead St Carmel =Zip 'Code ---" _ 46032 County Hamilton: Local Sewer Charge Plan Review and Inspection Application Fee: $100.00, EDU Fee $1';650.00 ---------------------- --- InterceptorFee Fees Due PLFAS12 NOTE Installation of butldlhg sewer shall,be per,the specifications bf the-Clay Towns hipiRegional Waste plstrict(see reverse)'and any.conddions-noted below All installations shall be inspectedaiy District personnel during open.irench"9phase:and before backfilling with stone to [weld 6 inches above the pipe: NO'footing'or foundation drains OF,other sources of ground or storrrtwater, shaitbepermitted: fo.enter the Dis#nct's'sanitarysewer system. The, Dtslrici will assume no liability for dratris which are.below the,dreide,level of the nearest downstream manhole nor,for laterals which.are eziended,benealh driveways o"r sidewalks,'The`permit''holder(property owner, developer or builder) ?.._ will,be sponsible for damages to the District's sewer system: This includes damages to`manholes, castings,. manhole lids and the likecaused. y construction activity.on the building site which'is,the subject of thlspermit„ Inspections by therDistrict are:MANDA1,ORY and shall.be?arranged'by'conlac6rig the District's office at 844-926d l " _ 24 Fioiirs in advance': Rlt new`coristruction will ue,placed"on Gilling:sizimonths afterconneciion,has been made-or when, water is connected; whichever comes first: The buflding'has. "USMOVWC-447N VWC'446N6SMH Grease',Trap No ;Slab' Foundation No Lid:Elevation 901.63411 902.6011, Grit Interceptor: No Crawl;Space No First Floor Elevation 906 80 ft 906.80A Grinder;Statfon No Basement, Mess Basement Elevation 8961 1 896.80 ft _ _ - ' Calculapon iS daSed on both Manhole Lid Elevarrnns andi6is el6ii-01 i of the First Floor l _ 5.17 ... 4 14] Per. OMinance 9.13-99,and thee.eleva¢ons`pr?vided,.thesubstruclureahali beplumtied!tSy: Ejector Pun1pCpnly' The,District''.reserves the right.tr`inspect all sump pump cnnnedipns to!ensure.no!illegal .connections have been made: --t - ?Ndanhelesshall remain accessible:at:all times. Buried manholes wdftie corrected by the Develoj3erfOwner- UT Conditional Parmit;Terms All conditions.have.been met. Connec.6n ha the sanitary sewevisnow pemiftted::• Byr signing :below. 1'atlest that I:am familiar wRh the Districts:specificatiam and agree' to?accep,{responsibility,tor all work done under this Bullder,l:OwnerSignature?, Phono'fdumher Printed.Name, Approved'B Perini[ Date 1212612007 _ atly_LEaltnerl9ire'cfor ofAdmrmsfrabon;B: Cuslwner Service Revise ..d.712610T Pe7mR is valid ONE YEAR from tha date isaued,.Permitvalid only with CTRNlD,seal in red ink. ior - rtestaentlal SANITARY SEWER PERMIT 6675B INDIVIDUAL LOT I EXISTING,,: BUILDINGS, SUMMARY OF LATERAL.INSTALLATION REQUIREMENTS `1. All houses ?buildings,,etc., shall ,connect,to the.,District's san€tary;sewer systern wilhin 90,days of notice providing a sewer-is ,within.300 feet.forHamilton County or 100 feef•forBoone County of the property line. Only 6ne building may connect; to the'sewer main perlateral unless otherwise approved'by thelDistrictS 2. No foundation or other storm water drains shall be inierconnecled to the'sewer lateral installed''€and:connected to, the Disttichs sanitary sewer:. 3. The existing sewer linefrom hg.. iuletl inspection; or fails;to cancel me?of the,follow up inspection. r,test'is ed if it,is'located'uhder a'buildng table _for re=use: The. property owner durationdf the :air test. ,covering tho.installed',iateral.so that-the'District can make an er use ordinance. Such notification shallbe made.-24 Hours anda second ihspectlon is required, or contractor is not;on an.additlonal fee of $YOt7.0Qw111'be due This must be paid 5. Propert y owners,are'hereby advlsed'thal the County'Board of Health regulates the operation and malntenance.of ,private sewage disposal (septic) systems The County Ordi'iance provides €n part3hat, upon wnnection to a,public sewer, a sepk tank ,:shall be abandoned (pumped clean) and filled`completely wish earthen mafenal°ar stone°in a a.- safe and sanitary ' manner:"' Pleaso`contact the+a. ppropriateCounty Board ofrHealth-for fu flier €nfoimation and tq;n6dfy ,the dep-artment of the:abaridonment: 6. Acceptable Pipe; Materials: PVC PIPE- SDR',35 or SDR,26'ASTM D3034, SIX'INCH PIPE PVC PRESSURE'RQTED,PIPE SDR:21,'ASTM' 0224.1;,SIX.INCH'P1PE. RESTRAINED^JOINT'PVC'PIP. E (DIRECTIONAL DRILL): Yelcmine SRD 21'„ ASTM D2241, S!X INCH PIPE (useonly per, approval of the DistrictiEngineer)' GASKETED JOINTS: ASTM D3212 GASKETS:,ASTM F477 FITTINGS 'SDRs26 or better,(NO ferfico's allowed) bUCTILE IRON MECHANICAL COUPLINGtWITH,FROPER FITTINGS PRIVATE GRINDER P.UMPS'ACCEPTABLE PIPE,MATFRIAL: HOPE DR41 with Compression Fittings, Mechanicai orbectrofused joints CLEAN OUTS^TO BE LOCATED NO MORE THAN THREE FEET FROM THE. FOUNDATION AND FORi'GRAVITY`LATERALSNO Mbf2E THAN'-100,FEETryA PART. 7. 'Bedding U-se?Number 8,crushed,stone,oeNumber,8 fractured>face.aggregate. Number 8'stonebackfill material is,to be placed from,6 inches below to 12,inchesabovefhe pipe. The trench'shoutd be;a'minimum of 18?inches,wide (six inches on,both 'sides cf"the.pipe)- 8. Laterals shall be installed'no closer than 20 feet from mialkvielIs'unless'PVC'pressurv_e grade pipe is used meeting r. .:.. ° !r .. SDR`21'and ASTM D2243. Any proposed installation requ€nng pressure P Pee?shall be reiewed and-accepted by the D€str€ct'and-the'Distnct's,erigineer prior to instailaticn. 9. Where a'iransilion is.made,between, S . DR;35'pipe and pressure grade.SDR;21 pipe,,a`'ductile iron gasketed mechar i'cal,coupling,shall be used. 10, Laterals'shall'terminate withim3 feet of the building unless the•coi(ditions in'itern #3 above are met? No glued pipe 11 __ 1 -1 shall, be'instailed:ouls€de tfiree feef of tiuilding'fouhdatidn walls. - 11 Additional information on District standards and specificat€ons,may be:,obtained: from the'District's _office,dunng, business hours of8d06m. to`4 30 pemt Monday through Friday: All District standards can'be.Iocated.on our webusite at httpj/www:ctrwd'orgl. Clay'Towhsfiip Regional 'Waste District 10701 ,college Avenue- S..uite,A.lndianapolis, Indiana 46280 12; Septic eff ueritsh`all nofde pumped out Into the sartitarysewer`'sysfem: ° "?"?- -- ' - - " 13 The District shall'inspect'ALL laterals Please,call the,Distnct office at.844'-_0 0 24,heurs:priorto time of 14. Contractors.shall lay 19..gauge-solid'wire;theentire length of the lateral- wire- s,to be placed on iop:of"the lateral. The District inspector will verify placement of the wire _ After inspection„bedding is to be placed on top:, 15: Cali [lieforeyou(dig: IUPPSf-800-382;5544, 48 haurs_priorto`digging_ Revised 1nla9ta7 ., -NaiES ` I., ALL, MUD. IN STREETS FRDM'TAUCNS'LEANNG LOTTO BE:CLFANEDAT THE END OF LICE DAY., 2: 5Ri FENCE TO'BE.DSED?WHEFE•NEEDEO-,TOKEEP AND OFF STREETS'AND? OUT OF"STORM SEWERS. r 3. AREA OF WATER iAP TO BE &^ K'FILLm'W1iHyGRANULAR MATERIAL TO WITHIN 10' OFITOP. OF CURB, AND'SND AREA'TO DE RESTORED. AI, ITS ORIGINAL' CONDITION: 4. NOORN"AY SRALL OE^PTACED; CLOSER THANZFELT TO,,AAOT UNE-Ex_ECPT- WHERE'SAJD ,LOT.11RCIS' AE50 A STREEfWiiI OF WAY LINE: 5. LOCATION OF,OTILMES ON THIS PLAN,ARE. ,GENERAL LOGAOONS PER PLANS. ANDSSHOULD^BE VERIFIED IN`THE'F1ELD.. 6 THIS PLOT'PIAN WAS PREPARED-BASED ON INFORMANOWTAKEN FROM 'RECORD, PLATS; SUBDI'ASION PLANS, RECORD".DRAWIHGS,;:AND PLANS-,PROVIDED N'. RIE CUENF. T IS`THE=RESPONSIBINTI"OF:THE CONTRACTOR TO VERIrY 53E. COMTIONS PRIOR-TO CONSTRUCTION.,. 7 YARD LIGHr,ANO' MAILB0AfT0 8E INSTALLED PER S1.180MSION COYEN4NT5 AND-;RESTM=N5. S..BUILDER;MUSr COMPLY WUH ALL ORDN"ES,OOVERNING.SITE EROSION AND SE?IME1fT'GONTFOL, -. - , -. _ _, . T P.* Storm &Uet Normal "Pool - 893.1 86Y8 Pre Construction Grade Inv 893.ID .- 100 Year = 896-.9 86!8 Proposed Grade: Slorm MH _ +® 10 Year-= 895:6: wsL Water SerVlce Lne: - , rcesaGq® 2 Year. = 8852 SSD Sub-Surface Drain ' SSL Snilary' Sewer Lateral. fiy ao s LP GM Light,. Post Gas Meier ,?•,. ss"s _ _ ..-.? :. EM Electric. Meter ¢4'4a•. AC Air Conditioner Unit' ' FI1 Fire. Hydrant / . T 990 OO T Twat 99:7 VILLAGE. OF WEST C-7 P y SEMU 9003 0 6,96 Acres f 13406 Birkenhead Street :Carmel„ IN 46032 Scale:, ;l'' = 40' Q' 40' 80' Wofk 0,j i Three ?,, Elev .906 $ 00.2 - Conc ch?dge Bsrnf FFE `y 89 ?y=996 D 6 8 .r° zss r? m Spa 01 2 =;rar °' Porch Mt u'n °\ 04'3 0°5 t 00.5 03 `,Ti11,'tY? 102.0 PH N sy WSL 041 V. LP. _ SSD ,SSL- - mow. i o LI, t s Ij c "..? "for .=_MI.. "?3 ? TC-901-.63 1 c 0 . 1 1 3122'. r J Son. MH 7C=9D2.56 rUIPR&WOR' AA? .Prepared By PaM5 Lmp 8906°, 96th-Stre_ 294' FISI rS, Inatiana 46',0. -7 page 1 Lif' _2 <'?1 )'B49-4 77 fm (31-U &0-4926 Lot. #:12 in VILLAGE OF' WEST CLAY SECTION 9003-, an addition to Haihilton County Indiana as per plat thereof ecorded as nstrumenit muniber 200600obo4a1, Plat Gabinet No.., 3, Slide No. 600 in the Office of the Recorder of HamilCon County, Indiana. L 'the u idersigned hereby cer-tifp that tt e above plot Plan and description to be 'true and cofrect to the ,best of my knowledge, information, aiid belief, and is NOT intended Qr.represented to be,:a property line; survey and 'does NOT purport •tc be .sufficient for the location of corner stakes or= the establishment; of, 'property-lines WITNESS, my hand" an6'Regi.stered Land Surveyors. Seat this:,Mth day of December, 2007. I D.:P6ters6n. Bred Land. Surveyor of 'Indiana No__ 96d0005 Prepared, _By p 5 8906,.x, 96th Street, Su1te 2944 r-ishgr5;.Ind]aria 46037 page ,2 of 2 31?.) 849-4877 fm (.312) 844= k&