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Home My WebLink About07110003 Sewer/Water Permit/sCITY OF CAZMEL Item 1 of 1 PERMIT RECEIPT OPERATOR: plux. COPY # 1 r Scc:29 Twp:18 Rng:03 Sub:STP Blk:l Lot:66 PARCEL ID ........: ZSTP66 DATE ISSUED.......: 11/01/2007 RECEIPT #--------- : 26695 REFERENCE ID # ... 07110002 SITE ADDRESS .....: 13800 STANFORD DR SUBDIVISION ......: STANFORD PARK CITY .............: WESTFIELD IMPACT AREA ......: OWNER ......... ...: RYLAND HOMES ADDRESS ....... ...: 9025 N, RIMER RD CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46240 RECEIVED FROM . ...: RH OF INDIANA CONTRACTOR ..... ..: LTC # XA-12UP COMPANY ........ .. : A-1 SUPERIOR EXCA VATING ADDRESS . ..; 3143 ROSEWAY DR CITY/STATE/ZIP INDIANAPOLIS, IN 45226 TELEPHONE ...... :.: {317} 898-0767 FEE ID UNIT QUANTITY AMOUNT PD--TO-DT THIS RHC NEW BAL ---------- ---- USFWATCONN FLAT --------- ------ RATE ---- 1.00 ---------- ----- 1310.00 ----- - 0.00 --------- 1310.00 ---------- C.CO UWATERTAP FLAT RATE 1.00 86.00 0.00 86.00 C.00 - TOTAL PERMIT ---------- ----- 1396.00 ----- - 0.00 --------- 1396.GC ---- ----- G.CC METHOD OF PAYME NT AMOUNT NUMBER ------ CHECK -- ---------- 1396. -- 00 ---------------- 13629 -- TOTAL RECEIPT -=-=-1396. 00 " CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT r . glfii4Na PARCEL 0 #: ZSTP66 LOT & SUBDIVISION: 66 STANFORD PARK ADDRESS OF CONSTRUCTION: 13800 STANFORD DR WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: RH OF INDIANA CHECK #: 13829 EXCAVATOR INFORMATION: Name: A-1 SUPERIOR EXCAVATING Ph. #: (317) 898-0767 Fax #: Email: Street Address: 3143 ROSEWAY DR INDIANAPOLIS, IN 46226 Bond Expiration: PERMIT TYPE: USEWRWATR : SEVVERANATER PERMIT Permit #: 07110002 Date: 11/01/2007 IvoreSlUonantons: LOT 66 STANFORD PARK, WATER PERMIT ' NO NOTES' The building & Sewer Shall be pvc sewer pipe meeting AS"f NI spccifications Y034 SDR 35 of latest revision- or vitrified clay pipe- meeting, ASTN1 specifications C-760 for extra strength clay pipe p£ latest revision unless other materials we hereby permitted in writing. "f he sewer shall be installed in accordance with AS's M 2323 for pvc pipe and the Unifomt Plumbin- Code for the State of Indiana. All installations AVE he in strict compliance with pertinent Cirv of Carmel ordinances. Back Water check vah•es shall be installed in accordance with City Code Section 9-122(a), and scetions P3009 _ I and 2 of the International Residential Code. All buildinE sewers shall be 6' diameter. All installations shall be "onen trench" insneuted and approved by the Carmel Sewer Department before amp hackfillina is dons. Nan compliance may result ut digging up the sewer installation ancl!or denial of future sewer permits aud;or denial ofwater connections. No footing or foundation drains or other sources of ground water or storm water shall be permitted to enter the public sewer. Se t er insirecrions should he rceucst.d at (3177 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 errY ENGINEER'S OFFICG- If anv suec, must be. cut. a senarate sheet cut nermit ahall. heehtnined_ APPLICANT NAME: R.L. //GROCE? PAYMENT RECEIVED BY., FEES: v $1,396.00 p, , a$ I eg r ?i waste District. t Residential Oi7fi15 SANITARY SEWER PERMIT INDIVIDUAL LOT / EXISTING' BUILDINGS Permif,TYa - -------------- 'Final - -' Subdivision Stanford Park Section Number' 1 Lift Station 23 1'26th;StreetStsti6h Treatment` Plant mix --------------------------- Builder' Ryland - ---- . ---- --_,-- Wb nes Phone'N'umber - _ _ 8a6 2783' Parcel Acreage EDU in Gailons 310 Invoice Number- Lot Number ------------------ 66, - ------------ Add ess:Nurnber` 13800 Street Stanford Dr City Westfield .Zip-Code - a607a County _ Ha_mllto_n, Looal'S er Charge ----- ---------------- Plan Review and Inspection Application Fee $1ocroo EDU Fee. $1,650:_00 Interceptor Fee .Fees?Due? 'PLEASE,NOTE- Installation; of building sewer`shall bo.per the specifications of the day Township Regional •Distdct (see.reverse) and any'con6ili6hs noted below. All installations shall be inspected by District,person "open trench phase and! efdre backhlling with stogy-e to twelve Inciiesabove the,oipe NOjfootmg or founde drains,. or other sources' of?ground'6r storrnwater, shall be peri silted,to' enter the'Disf ncts sanitary sewer;sy Qtstricf will assume no IiabilitQ for drains which are`,kielow the grade level of the nea est downstrea manfio laterals which are extended beneathAriveways'or sidewalks, The perinTholder (properly owrier,`developer, will be responsiblefor,damages to tl`e'Distnct'ssewer system. Thts;includes damages to'manholas, castinc manholeaids and the like: caused by construction activity on-the budding:sde,which is;di'e subject of this per Inspections:by tha,Districtare,MANDATORY_snd shall be`alranged byrcontacting the District''s office.at 84479200 24 hcurs;in advance. All new construction will be!placed bnibilling six months'after connection h_ as`been made or? when water'is.connected, whicheveroomes first, The building. bas: USMH SFP1-727 `SFPl`-7,23`D I 'Grease Trap -- --- No Slab Foundation _ ------ No Ltd.Elevation 91.568 ft -------- - 914.7 8-ft Grit Interceptor No Crawl.Space; - ----- No' First Floor Elevation, 917;74'ft ---- =--- -- 917 70 tt ---------- Grinder Station No Basernenb Y-es Basement Elevation 908:70 ft 908,7-01t ? Cekviahon is.bawd.on both Manhole t7d Eieva M1Ons-audlhe'6ieiWion of ttie Firit Roor F Z gz , Per Ordinance 9 13;69 and the'ielevations provided', [hesuIbstruclure shall be-plumbed by: Ejector Pump reserves the'rightlo inspect all sumip pump connections to ensure ne.illegal connections have helawmade. `Manholes_shalt,rema!neccessibiLlat all times.-Buried manholes will .becorrected'bythe Devetbpef;Gwner, 'Conditional PennitTerms: Alliconditions'have'beeir met Connection-Witte. sanitary sewer'is•, CTRWD By slgn,ng'bolow,l aflest ihafi am_famlEiar wdh theyD lstriG sspe icaaons+and,agree_to accept responsibility far all work.do'ne underthis'peimit. Builder'! Owner SgnatureG -mac --? Phone.Number v / Printed Name Approved By ' Permit Date .1,11112f107 candy J. Feline; Dir?iorcf Adm7nrsharion 3, Cuslomer Sewice ~ Revised.71M07 Perrnit'is val,d,(on ONE-YEAR from the date4.issued.; Permit :valid'onlywilfilCTRWrJ seal in red ':ink. SUMMARY: 6F LATERAL' INSTALLATION`REQUIREMENT& 1. All"douses,; buildings,,eto, shall connect to;the IDistrict ?s sanitary`sew& system within,90 days,of-notice providing -a sewer is within;300 feet for Hamilton County or 100 feet for Boone.Ccunly of the property-Iine. 'Only.one;building may 'connectoo the sewer main per lateral uniess otherwise approved by the:District: -2. No_foundatibn or other,siorm water drains shallttie_Interconnected4o the sewer lateral,insialled andreonnectedto the Districts sanitary sewer. 3. The existing sewer I located under a,6uilding. re=use. 'The,property owner 4. The owner?crcent ractorshall 6obfyttie•Distmt'prior to covering'the:installed lateral so that the District can make an -=- inspection toydetermine compliance with the;District's seweruse ordinance Such notification shall be'made 24'Itours prior to the need for, the inspection. If the.inspection fails-and a.seccnd'inspeetion is,required orcon(raefor is not on slte for scheduledinspection,;or fails' to cancel inspection,.an additional fee of $1.0000 wit be due; TF is•must be'paida prior to the timeof the follow:up rispection. 5.. Property owners are tiere5y adVi'seo'that the County Board of Health regulatgs the'operation and.maintenance_of private sewage,disposal (septic) systems The,County Ordinance provides in part that, upon connection to a public ?sewer,-a Septic tank shal_I;be.abandoned (pumped clean) and filled Completely with earthen materiator stone in a, safe and sanitary manner." ',Please contact the appropriate County l3oar__"d, of'Health'for further, information and'to'notify Ahe departmentof,the abandonment.. 6. Acceptable Pipe Materials PVC PIPE: SDR35 orSDR;26; ASTM'D3034, SIX, INCH PIPE PVCrPRESSURE RATED: PIPE' SDR 21,ASTM.D2241,,SIX INQH-PIPE RESTRAINED JOINT PVC PIPE,(DIRECTIONAL DRILL: Yelomihe SRD'21„ ASTM:D2241,.S1X INCH'PIP_E (use only per,approval ofthe District Engineer) GASKETED'JOINTS: ASTM,D3212: GASKETS: ASTM F477 FITTINGS:,SDRi26 26:6r better (NO16mcb's'allowed) DUCTILE'IRON.MECHANfCAL,000PLING WITH FROPERFITTINGS PRIVATE GRINDER PUMPS ACCEPTABLE PIPE MATERIAL: ,HDPE.bR1,'I with-;Gompressiorr Fittings„ Mechanical or Electrofusdd Joints CLEAN OUTS TO BE"LOCATED".NO MORE THAN THREE FEET'rROM THE FOUNDATIORAND FOR GRAVITY LATERALS;NO,MORE THAN 100 FEET-APART. 7> Bedding, Use Number8 crushed stone or Number 8,fractured face.aggregatei Number'S stone backfill material is to be`placed.from 6 inches below to .12,inches,above the pipe:T-9 trench should;f e a min mum'of Wihches wide:(six inches"on1both sides of thepipe) 8. Laterals shall be installed no closer than 20 feet frommater.wells unlesslPVC:pressure.grade pipe jis used meeting SDR 2'f and ASTM D2241. Any,proposed`instaliation requiring pressure-p pe shall be reviewed and accepted by the District and the`District's englneer,prior:to'instaltation: 9, Where a transition is;made,bstween_SDR,35,pipe and;pressurc,grade SDR 21 pipe,,bAuctile'iron'gasketed mechanical.coypling shall be,used., 10. Laterals'shalLterminate;wlthin3 feet of-the, build ingunCess thecondltions;in,item.#3 above are met. No glu=ed pipet shall be installed 'outside.three feet--6f-building foundation walls. 1.1. Addihonal,ihformahori:on District standards and specifications may be obtained from.tlie District's office during business hour's of8 O0a_m: to 4.30:'p:m: Monday through:Friday All Distnct'standards,can be;tocaied on our web site at Fitfptllwww cf uid. ' Clay Township'Regional Waste,District 10701 College Avenue-, Suite A.lndianapolis,'Indiana,46280 12I :Septic effluent-shall not`be pumped out into,the sanilary sewer system: 131 The District shall''inspeclAt Llaferals: Please-call tree District`office at 844.9200 24 hours.priorto time of 14' Contractors'shalljIAy 1:4 gauge-solid.wire;the. entire length of the-lateraL Wire'isao be p(aced"on top of the.Iateral. The Dis7ict inspectorwill-verify'placementof the wire. After' inspection, bedding s:to be placed on top. 15.,'Call before you dig. I_UPPS 1-800-382-554,4; 48:hcurs prior to'digging. Revised IONOt07• ILIA, 1 ,? ?awlbi ai ??k ? Int?eiltebitadan 1699'r f? • R7it*' +a a' r k.k?aedaiQ P.C.-#-3e 'STWe?#..577. CfRTIFICAM or b01MCTION S.FA,- in INSTR.,yI 200500044195 day, Tip, Nomitod;CWnty Sec 29, T18N;: R3E -- - 13800 STANFORD DRIVE (501/1111) Carnd,IN 46074 Prepared Date:-09/28/07 : By. ICAG Proposed,Bl Msy TIANPING TRACY Communfty Restriclianx Side Yard -3'. min. Rear Yo d = N/A Aggregate = B (B.H.) ® . Proposed Grades 000.0 - `Existing, Grades ,OW.O? Contour Grade Approx.. Lateral Location - & - =Sanitary' Sewer Wes -*f- Storm Sewer. Lbies - v - ,Water Service Lines - - - -;Sub-Surface Drain Lines ® Manhole (Sanitary or Stoma) ® Beehive,lnlet (Storm) ® Curb Inlet (Storm) D End-Section (Storm) Eve Hydrant - • _ • - _ • • - flow Line of =wale Note: Sanitary Sewer Top of Casting Information SHEN Upstreann.Manhole, TC=915.89 Downstream Manhole, TC=914.28 per record drawing. Note: Bolder to ensure posltive drainage away from. structure(s). R.H. of Indiana Finished Floor Elevation Information Pad Grade = 915.5 per record drawing_ Pad Grade + 0.7' = Garage FEE (916.2 ) Garage FFE + 1.5' _ Residential ,'FFE..(917:7) Residential FFE - 9A''= 6asement'FFE (908.7) Ground Coves Calculations Drive = 514 SF± Public Walk =254 SFt Private Walk =53 Sid: Hydroseeding-=3,831 SFf Sod =305' SYt from rear of residence. ADDITIONAL SOD PACKAGE Hydroseecing'= 975 SF+ Sod = 317 SYt , from optional sod Ilne. -1 11 511.9' Note: The contractor is to maintain a minlmdm distance of left feel (10') between the sonibry eene r and water line Islands Sidewdk to be placed 1' from property INa. 4• tram back of curb, per plan. Note : The gaage finished floor elevolion 13 1.3' above the curb at the drlve, per plan. MK/I27 TC-M.69 s? PER RECORD 2 d: $ _ .. FI m y V T ORAINNC^ Yl I rv m ? L$ - 10' R.D.E PER PLAN N/C REVf1 CORRECTED SANITARY SEWER & WATER LAtERAL. To PROPER LOCATION PER RECORD DWGS. 10-18-07 Jos 25.3T fJ 200' g i ' ? 1200 2f m mm ' 11.0' -1 I .20' R O E IIIR a 2&0 . . . 312' 315' 20' R.D.E. J I I m -- Y?-T-, ; ?1T`E e OTY OF CARMEL NOTE In the residential districts limiting height to ' twenty-11" (25) feet, a dwelling may be yRp23 increased in height to thirty-five (35), provided 7l'ts14.2B the side and rear yards are increased an PER RECORD additional foot for each foot such structure DRAWAG exceeds twenty-five (25) in height. (Per Carmel Zoning Ordinance 26.1.1) This drawing is not intended to be represented as a retracement or original boundary survey, o route survey, or a Surveyor Location Report. Flood Hazard Statement The accuracy of any flood hazard dote shown on this report is subject to map scale uncertainty and la any other uncertainty in location or devotion on the referenced flood insurance rate map. ALL of the within described land DOES NOT LIE within that special flood hazard zone A as said land plats by stole on flood insurance rate map d 18057 0205F for City of Cormei, Indiana (maps dated February 19. 2003). SIGNATURE : OATS SIGNATURE REPRESENTS CCNEIRMAI0N OF RECEIPT OF PLOT PLAN BY CUSTOMER. Notc Thi> drowlnq is hawed an cmauld" plower r ddrpriq,,' and is not haded upam o tied a=vail The,Srhnelda Wipeetim does not ,mmt the acouacy w e9ficesey of the Jnkaktlen. Contractor, ehadd wrly r6iinq emitumis pear to my ', canstrucuon My d4prygity hone aiilMi'draxnq?shoWd be reported to The Sdn6*,Cariw6Non irvn y;Ifcihp to do - results h are muoaton asallrgttkn al d-IiOWR . Hatc The baseman ) dewllos'd?kid hneetC'6un''tlslsmhed and based on the pod p'ada aid/cr coelydrd taken Iron' (he LolllNCtldt pmt la ul, FiC0 an'UNen tided, no nfo,nalfm mout duahla6no ecter taIAW`.d cvdlaun, or ml types no. b<rt pradaed or elated an anw plans lhle at la Iocatd neon a body of lair, Lot r of m Nm,e moy,*Ire that U. hmenrrt Ron, dasulkn ha hold 2 foot draw ne and pod deraNm. Site Ives 6m may be rtedm if at. ii enconterd during the .x im pram=s a It nthr Ynom solr demotion ranee' cmaltime ere pnemt Inveatlpotkn oral any renedd procedures is at the dkrebm of an Wed. to determine and torte uW p6A. stepe of moon. If my ground soter >s emm?trd dung ocegUan Ife bolder h eaaaunged to conical The SchnsHe- Corporation to Bl=ahs possue muraae ai xtbn. SUwP PLWP NOTE Lot # 66 pk..d by buldr use Vb07.0080792 I 10 ' 20 SCALE l' = 30' TYPICAL SCALE SECTION 30.0' B-B Q IN tY p Q Q h- FLOW HAZARD STATEMENT CERTIFICATION S0303 STATE OF 1A1 ?- ply, q?s