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Home My WebLink About07110059 Sewer/Water Permit/sCITY OF CARMEL Item 1 of 1 PERMIT RECEIPT Sec:21 Twp:1B Rng:03 Sub:WWO Blk:l Lot:36 PARCEL ID ........: ZWW036 DATE ISSUED.......: 11/14/2007 RECEIPT #.........: 26774 REFERENCE ID # ...: 07110053 SITE ADDRESS ..... SUBDIVISION ...... CITY .............: IMPACT AREA ...... 14077 QUARTER HORS= CT WESTWOOD ESTATES CARMEL OPERATOR: plux COPY # : 1 OWNER ......... ...: JUSTUS HOMES, INC. ADDRESS ....... ...: 1393 N. SHADELAND AVE CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46219 RECEIVED FROM . ...: JUSTUS HOMES, INC CONTRACTOR .... ...: LIC # XALLSTAR COMPANY ....... ...: ALL STAR EXCAVATING ADDRESS ....... ...: CITY/STATE/ZIP ...: CICERO, IN TELEPHONE ..... ...: (317) 223-4818 FEE ID UNIT QUANT ITY AMOUNT PD-TO-DT THIS REC ---- - NEW DAL --------- ---------- ------------- ----- 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 PERMIT ---------- ---------- - 1396.00 0.00 --- 1396.00 0.00 METHOD OF PAYMENT AMOUNT - NUMBER ------- --- ------- --------- CHECK 1396 -- .00 - 31041 TOTAL RECEIPT 1396 .00 CITY OF CARMEL / CLAY TOWNSHIP Permit #: 07110058 WATER / SEWER PERMIT / RECEIPT Date: 11/14/2007 PARCEL ID #: ZWW036 LOT & SUBDIVISION: 36 WESTWOOD ESTATES ADDRESS OF CONSTRUCTION: 14077 QUARTER HORSE CT CARMEL, IN 46032 PAYMENT RECEIVED FROM Name: JUSTUS HOMES, INC CHECK #: 31041 EXCAVATOR INFORMATION: Name: ALL STAR EXCAVATING Ph. #: (317) 223-4818 Fax #: Email: Street Address: CICERO, IN Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWER/WATER PERMIT Iv Ute51e U11u1t[Vns: LOT 36 WESTWOOD ESTATES, WATER PERMIT Ok to release hold per Mike Hollibaugh and Bill Hohlt. The building & Sewer Shall be five sewer pipe meeting ASTM specifications 3034 SDR 35 of latest revision: or vitrified clay pipe, meeting ASTM specifications C-700 for extra strength clap pipe of latest revision unless other materials are hereby permitted in writing. The sewer shall be installed in accordance with ASTM 2321 for pvc pipe and the Uniliant Plumbing Code for the State of Indiana. All installations shall be in strict compliance with pertinent City cif 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 sewer, shall be 6" diameter. All installations shall he "open trench" inspected and approved by the Carmel Sewer Department before env bacVilling 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. Sew er inspection- should be reauesied it (3 17) 571-2648 one to four hours in advance. No inspections or installations will be made on Saturday 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 OEFICF. If any street mtsl he cut. a senarate street cut nermit shall he ohtained. APPLICANT NAME: PAYMENT RECEIVED BY: FEES: S1,396.00 ?. Regional Waste Distr°ic.. Residential SANITARY SEWER PERMIT 00692 INDIVIDUAL LOT f EXISTING BUILDINGS: 7ermitType _._-.......Final Subdivision vve'lwood Estates ------- ,Section Number' ----- Q }[e - Lift Station 04 Springnlfl Rld'ge'Station Treatment.. Plant. MIX Builder: ------------ Justus Homes ------------ Phone Number 317-353 831 T Parcel Acreage EDU in Gallonsi 3110 Invoice Number Lot'Numbe 36 Address Number ------ 14077 ------------------------ Street Quarter Horse;Ct City - --- -- CarmeY - -------- '----- ZipCode: 46032 ------------ County Hamilton Local Sewer-Charge; Plan Revlewan'd Inspection ------------ Application Fee $100.oo, - --- EDU Fee $.1,650.90 -------------- Interceptor Fee _ ---------------- Due PLEA -VOTE: Installation.of building sewer shall'beperthe specifications of the Clay Township Regional Wa l7isltict(see reverse}and. any conditions noted be9ow. 'Alf installations shall be inspected by nistrict,oorsonnel [ ''open trench' phase,and.before'backfilling with stone to?twelve inches above the.pipe. NO footing or foundation drainst or other sources,of:ground or stormwater, shall be-permitted to enter the District'ssanitary sewer system Districtwill'assume no liability for drains•whichaare below'the grade.levelafithe,nearestdcwnstrea'mlrianhole ni tnspoctib6s by the District aroVANDATORY avid shall be arranged.,by conta`ctin'g' the District's office at84,4-9200 24 heursin advance: Ali new construction will beipfaced on billingsix,months after connectioifhasi eeh made: or d„whichev`er comes,fiirst..whenwter is connecte. The'6uildirig has:, t7SNSH wwE-212 WWE-2U `.DSMH GreaseaTrap Nd' Slab Foundation No Lid. Elevation 9a5as rt 907.99 ft --------------- --------- Grit Interceptor Grit -°-- No Crawl.Space ---- 'Yes, First Floor Elevation 909-50 fi 909'50'ft ------ --- - Grinder Station No Basement No Basement Elevation GalcWahon is hased:oa both ?Manhale Lid'Elevar"sand,the.elevedonof Oae Arsf,Hoor 3:84, 1:51 Per,OMinancer9 13-99 and the'elevations-p`rovided,.the substructure stiall be-plumbed 6y: Not Applicable The District reserves the right to inspect all sump pump connect ions to ensure no illegal connections have been made. ass€ble at all fiEnes. BuHed_manheles will'be corrected. by the:PeveioperlOwner. Cdriditional'Permit Terms: All conditions;have.been.met Connection to thesariitary sewer ls,now By,signing'belaw.`fatlest that tam familiar with-the District's. specifications and'agree to accept -responsibility,for..all,workdone':under,this,pemit. er 3S3 :;??3 b.t BuilBerl Owrier'Signat,u Phone.Number, 11`rinted'Nar Approved. Permit Date 111W2007 Revised-7126/07 .Permit.isvalid forONE-.YEAR from the date issued: Permit,valid only with'.CTRWD'seal in.red,ink- SUMMARY OF L4TERALINSTALLAT)ON.REQUIREMENTS 1 All houses„buildings, etc., shall connect to;ttie Districts sanitary agvrer systemwithin'9D:days of notice providing a sewer is within300 feet for Harmlton County or 00 feetrfor BooneiGounty of the'phoperty line:> Only one building' may connect to the'sewer main'•per'146ral unless otherwise approved by the District. 2., No foundation orolher torm water drains shall be.interconnected.to?.the sewer lateral:instailed"'anddannected'to the District s sanitary sewer. 3: The existing sewer Iine;from ttie'building to the.septic;tank may only be used if it is located under a'tbuilding' addition patio,'porch,orpaved,driveway: Air test is°.requiredb stiow ifs acceptablelio'r re use-. The- proper pwner shall,'bear the cost:of ell testing: Thebistrict,inspector musi,beons to for the duration of the air test. 4 The:owner or, contractor,shall notify"the District prior to,covering the installed lateral so thattheUdstrict can make'a inspection to determine compliance 46the District's sewer use ordinance. Such.. notification, shall be=made 24-hours pr,i0rj4, the need forNieinspechon. If the inspection Ads' and a second,inspecfion;is,required; or-contractor is not ow site for scheduled inspection, or'fails to'cancel'inspeclion,,anadditi'bna{'fee of $t00.00'will.be due. Thts mustbe paid prior to'thetimeroflthe follow up inspection. 5e Property owners are'heretiy advised tFiat.the Count y,Board,of Health-regulates the operation and private=sewage edisposal (septic)systems The County Ordinanceprovides In°paft.that, upon;connec sewer;,a septictank'":..shall be'abandoned:(pumped clean)';and filled;completely,with earthen.matei ner. 6'. Acceptable Pipe,Materials: PVC. PIPE' SDR 35 or, SDR 26, ASTM 63034„SIXfNCH;PIPE PVC PRESSURE RATED'PIPF. SDR-21, ASTM D2241, SIX INCH PIPE RESTRAINED JOINT PVC:PIPE,:(DIRECTIONAL DRILL), Yelomine.SRD 21, ASTM'D2241,'SIX INCH PIPE (use only per approval of.'fhe,District'Engineer) GASKETED JOINTS. ASTM63212 GASKETS: ASTM'17477 .FITTINGS! SDR 26,or better(NO fernco'.:allowed) DUCTILE IRON MFCHANICAL.000PLING IMTH PROPER FITTINGS PRIVATCGRINDER PUMPSACCEPTABLE PIPE MATERIAL: HDPE DR11 mli Compression Fittings, Mechanicalor Electrofused Joints' CLEAN OUTS TQBE LOCATEb.NO MORE THANTHREE,TEET.FROM THE FOUNDATION AND FOR',GRAVITY LATERALS-NO MORE THANrIDD'FEET APART. 7 Bedding"Use Number '8 crushad'stone or Numbei-Vfractured`face aggregate. Number 8:stone backfill material;is to be placed,from:6 inchesb'elow to `12 inches:abovedhe pipe: Thelrencfi,sho`uld be'a>minimum of 18 incheswide (six inches on both-sides bf the pipe) B Laterals shallbetmstalled no closer than 2Q eetfrom-water wellsunlem PVC,pressure.grade pipe,is used,meeting SDR->21 and f15TM,62241., Any proposed Installation squiring pressure p!pe=shall be reviewed and.ac_ cepted'tiyttie pistrict and the Districtis engineer prior to Installation. Where+atransition is made-between SDR,35-pipe and pressure grade:SDR?21 pipe,.,a;ductile iron gasketed. mechanical coupling shall be'used: 10. 'Laterals shall.terminate within 3'feet of the.building unless theiconditlons in,itern,#3 atcv are,•met No glued pipe shall'lie,installed.outside three feet of„building foundahodwalls. 11. Additional informatton;on District<standards ana specificaiions;may be, obtained;from,the Dist reds office;dunng husi'ness.hours of 3s00a.m.,toAp_m. Monday through Friday -A l District standards can be?locatedton:ourweb site a[ http:Hwww.ctrwd°org1. Clay Township Regtcnal Waste Distract 10701 CollegerAvenue. = Suite A;Indianapohs; Indiana 46280 ti 12. 'Septic effluent shall not be pumped out into,the sanitary sewer system. '13. The District-shall inspect ALL laterals: Please call the[bistrict_office at 844:9200:-24;hours=prior to Ume of i'4. Coniractors_shall,lay.14 gauge,solid_.:wirethe entire length of the lateral. Wire, isdo be ptaced'on fop of thelaterai., 'The District`.inspector will verify placement of the wire., Afterinspeciion, bedding is to be placed on"top_. 15: Call!before'you dig. IUPPS'17800-382-5544; 48'hours_priorctodigging.: Revised'70/d9107 ??EL_ C ENGINEERS LAIND SURVEYORS 7$65 East 106th Street • Fishers, IN 45038 (317) 649-5935 - I-BOC-726-5917 - FAA: (317) 849-5942 JOB D WWEST.36 JL OalIRGI. J57679 1" m 30' LOT AREA. 12,334 Sq. Ft. RACE (BEFORE CONST.) GRADE (AFTER CONS:TJ - SU3 5U9FACE DRAW . SANITARY SEWER -STORM SEWER -WATER MAIN - 3/41 WATER CONNECTION - SWALE - SILT FENCE SEWER MANNOEE STORM MANHOLE CURB INLET FIRE HYDR447 DRAINAGE & VTIJTY EASEMENT LANDSCAPING EASEMENT SIGN LANDSCAPE EASEMENT DUNE SEWERS ANC UTILITIES 'LOTTED BY SCALE FROM .WINGS NRRISHED BY ENGINEER. j, ;, ?? 1 " fr ybtiJ LO BENCHMARK v?(,jf V Y'SN TOP OF CASTING = 907,99 LOT 36 WESTWOOD ESTATES SECTION 1 INST. #200300124222 P.C. #3 SLIDE #313 CERTIFICATE OF CORRECTION INST. ##200400013952 CERTIFICATE OF CORRECTION INST. 200400084412 5' MINIMUM SIDE YARD 101 MINIMUM AGGREGATE 20' MINIMUM REAR YARD Ju Slu" HomB9, Inc 1396 N. Shatlelantl Av®nue Inabnop all. Indhno 46216 Ph: (+I]) 353-8311 F..: (317) 352-1570 TYPICAL SWALE DETAIL NOT U SCALE E 0 a V T.C.- 905,65 AS BUILT t1,.:Q?15TEq?4,...C+ No. €80040348 STATE OF <q `. NDIATaII" tio....... ..._.-.. 'a•,, I .,III ..,,,,,+. NOTE' IRIS URAINNC IS NOT WTENDEM TM REPRE5ENTED AS A RETRACEMENT OR OR1Gn BOUNDARY SURVEY, A ROUTE SURVEY MR A SURVEYOR LOCATION REPORT, 1T/G6/07 .DA 'HOLEY HOLEY SEZ' 'DON'T DIG BLIND' CALL TWO WORKING DAYS BEFORE T ITS THE LAW 1-600-382-5544