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HomeMy WebLinkAbout07090033 Sewer/Water Permit/s' ,fflsonal Waste District, Residential 00486 SANITARY SEWER PERMIT INDIVIDUAL LQT'f EXISTING BUILDINGS P.o6mit Typg - Final ------------------------ S ubdivision. ----- - Stanfortl Park _.---.- . ------- - - Section Number 1 LiftSitation ---------- 23 126thiStreat Slation ---------------------- Treatment Plant mix Butlcter PylahdHomes Phone.Number 846-2783 Parcel.'Acreage. EDU in Gallons 310 ----------- 'InQo1ce Number , Eot Nuiritier 106 Address: Number 3487 . Street ____ ___ W ndy.Knoll Ln city _ West_iield zip Code ------------------- 46074 ---------------- County County --------------------- Hamilton -------- Local,Sewer, Charge --------- ---- PlarrReview and Inspection, Application Fee $100.00 EDUFee -------------------- $1, '650,Qo ------------ - `- Interceptor Fee Fees Due, $1;7,50.00 PLEASE'NOTE:;.Installatioh of'building gerwetshall'be,per'the'specificationvof the-Clay' Township'Regional Waste Dlstnct'(see"reverse)'and"any'ccnditions noted below, All installations-shall be inspected by District personnel during ',open trench" phase and before .6ackfilling with stone'to welve inches' aboveithe,pipe. NO.footing or foundation drains, o-rothersourc"es of ground"or.storlnwater, shall'be•permitted,to enterthe Dislrict'slsanitary sewer system. The District:will•assume,no"liability fordrains which aredbelow thegrade bevel of the nearest downstream manhole norffor laterals which are:eztended beneath:driveways or sidewalks.'The.permit holder (property owner , developer or. builder) mralnbhole lids arid l the like; used yco lstruction act u ty'on th bruildidg s to which is the' ubject ofahis permit: Inspections 'by the District are MANDATORY and shalt be arranged,by,contacting the Districrs,office at,844-9200 24-hours,.in'advance,All;new constructiorcwill,be placed on billing six,months-after can nection,has been made ar when,water.is;connecied", whichevercomes first. 4'6 -building has: USMH SF111-715 SFP1-716 D$MH Grease,Trap - No Slab Fi undation ,.. - No Lid Elevation 916.52ift' 91 T73,ft Grit' Interceptor No Crawl I Space No First Floor Elevation $19.90 ft 919 90 it. ----------- ---------- ___-__.. Grinder Station No Basement Yes Basemen4 Elevation, 91o;90 ft, 91D:90,ft calculation is`ba"sed-onb'6Manhole Lid Elevations and the ele yahoo. of. the. First Flooi9 3381 2.17j - Per Ordinance 9=13-99 and the elevations ;provided,;the'substructure;shall:be?plumbedby7.:Ejector'Pump Only The_Districtreserves ,theright o,inspect atlsump ,pymp conrectionsto,ensure no; illegat-connections 'have been made: 2 ?Ma'nhoies shall'remain acccessibleal'all times: Buried rnanholeswill 'be rwr6eted by the Developer/Owner. Conditional Permit Terms: All conditions have been metsConnection Wthe sanitary sewerts now CTRVID By signing_tlelow,.I attest thatI Builder/ Own6k Signatun work don_eunder this permit. Printed Name 1:. ;Approved Q( ? PermitDate 9!712007 aC -nu?Fe tner,. Orrecror o(Aemlmstral?on d Cuslbmer, Sernce• ,Revised D2W7 Permit is valiTfor,,ONE-YEAR from the date;issued. Permit valid?onlywith'CTRVVD,seal inred;ink: SUMMARY'OF LATERAL INSTALLATION RE©UIREMENTS r 1. All houses, buildings, e[c., shall connect;to,ihe Distnct`s,samtary'sewer system within 90 days-V notice providing a sewer ie.vwithin 300 feet-for Hamilton County or. i00 feet for. Boone Courity of Vi ,-property,lidei Only one building may, connect;_to.(he sewer main,perrlateral unless'othen4rse approved by'tne District. 2. No foundation or other storm waterdrains shall be interconnected'te;lhe6sewer,lateral installed andconnected;,to the pistricts sanitary sewer, '3., The'existin9'sewer line,from the buildin91o.theeseptic: tank mayonly be used if it islocated,under a.building : .. . addition; patio, ,porch orspaved driveway. Air testis required;to show' acceptable`for're=use: 'The property',owner shall bear', he,cosi of all testing. The, Districi•inspectormust be dnslte-for the duration ofthe ar test. ' 4 The;own6r o' contra6tor,.sh'alI hotify'the-District 'priorAo covering the.Installed lateral so that the District can make'an nspection to determine compliahce,with the.District's sewer use'ordinance.'Such notiFcation shall be made 24 hours nor-i'the need for the inspection:, If the mspection1ails,and a second, inspection' is required, er contractons.nof on- ,, site'for scheduled°inspectioh, or fails toicancellinspection, an-additional fee of;$1p0.00 will oe,due This musfbe paid prior to the time:of the follow "up'inspection: fy PVC-01PE: SDR'35 orSDR'26, ASTM D3034, SIX INCH PIPE. PVC£PRESSURE RATED RIPE; SDR.2I,,ASTM D2241,eSIXJNCH PIPE RESTRAINED..JOINTTPVC PIPE (PIREGTIONAL DRILL): YetomineSRD,21, ASTM D224f,,SIX1NCH`PIPE (use;dniy`per.approvalvf;tlie District Engineer) GASKETED JOINTS: ASTM 03212. GASKETS.ASTM F477 FITTINGS::SDR-25 or better (NO:femco;s;allow®d) DUCTILE=IRON.MECHANICAL COUPLIN6?WITH PROPER FITTINGS' CLEAN OUTS TO BE LOCATED'NO MORE Tl THREE FEET FROM THE FOUNDATION AND NO:MORE THAN 100 FEET APART: 7. Bedoing:Use Number 8_crushed stone:or Number ,8 fractured face aggregate. Number b'stone!backfll material is to beVlaced4rom 6, inches below W42 inches above the'p pe,'The trench should be a,minimum of 118 inches wide-(six inches; omboth •sides:of the. pipe) B.. Laterals shall be installed no-close rthan 20 feet from water wells unless PVC pressure grade piOe,is used'rneefiiig SDR,21 and ASTM D2241. Any proposed' installation requiring pressure pipe,sh'AI here'viewed and accepted`by`thi . ,Dis_incts engineer,pnor to installatiom, Qlst`rtct;a i¢ the 9. Where.a:transition is',made between-5DR35 pipe, and pressure grade SDR;21 pipe„a:ductile,iron;gasketed mechanical.coupiing; shall. be;used. 10. L"aterals;shbll'tbrmihate'Witfiifi 3'feet'otthe building uh]6ssthg conditions:iri:item'#3:abovesare met. No glued pipe shall':t e installed outside:three feet of buildingfoundation walls. 41 bL s may be obtained from the Dist ict's office during All 17ist ct slandards can be located'orrourweb site Clay Township Regional Waste Distinct 10701 College Avenue- Suite A Indianapolis,;lndiana 46280 12: Septic effluentishall not, be pumped out;into the sanitary,sewer system. 13. Tfie District shah inspect ALL laterals. Please catr the;Disir'ict offce,at 844 9260 24'hours?p_riortoi,timekof 14 Contractors shall lay 14 gauge-solid wire the-entire length otlhe,lateral. Wre.is to tie placed,on'top of 'the lateral. The bQs 't inspector will yerify'pEacern6nt' of the"wire After inspecdioh, bedding is' to _13e-b- e placed on top. 15 Call before you dig. IUPPS i-m0-3825544',:46'hours;prior.to digging. Revised 7r24107 6: Acceptable.Pipe:Materials:! The Schadder Carporstion bwaearine ' 6901 01 Menus liiatorfc Fart Nerrieoa Lendacape Architecture Indieoepai Indian, 462-16-1097 GE - IV 517-626-7100 Gealogf Aft • r 217-626-72aa FAY e This Not Plan Prepared For. R.H. of Indiana CLotu#rl ¢-7containing 5,047 S.F.f, in CStanford Park r (Scetiotf= ?- 1-- ' INSTR. 200500009385 P.C. 13, Slide / 577 CERTIFICATE of WNtECTION INSTR f 2l)0500441195 day Twp, Hamilton County Sec 29, T1 ON, RY C3487_Wndy-Knoll-Laney (70'R/* - Vrred a e:0 /28/07: By AMA Proposed Buyer(s): Michael P & Conni S Dunn Community Restrictions: Side Yard =3' min. Rear Yard = N/A Aggregote = 6' (B-N.) R.H. of Indiana Finished Floor Elevation Information Pad Grade = 917.7 per asbult Pad Grade + 0.7' = Garage FFE (916.4) Garage FFE + 1.5 ----1Residential-,FFE-(9199)-`f Residential FFE - 9.0' = Basement ..E6(91?} Nate : The garage finished flow elewtian is 1.4' above the curb at the drive, per plan. Ground Cover Calculations Drive =510 SFt Public walk =129 SFt Private Walk =52 SFf Hydroseeding =N/A SF- Sod =366 SYt , from/ entire yard 36.0' 9-6 Note: Sanitary Sewer I Top of Costing Information Upstream Monroe, TI 916.52 Downstream Manhole, TC=917.73 per record drawing Sidewalk to be placed 7' from property line, 5' tram back of curb, per plan. i a oil _ e. TYPICAL SWALE SEC1ION DRAWNO Note: Per Gaff el zoning ordinance 26,11 The resideatid district limits height to twenty-fiver feet (25), however a dwelling may be hamsed in height to thirty-rive feet (35') provided the side and rear yards are increased on additional one foot (I') for each one toot (1') the structure exceeds the fast twarty-live feet (25) in height. This drawing is net intended to be represented as a retrocement or original boundary survey, a route survey, or a Suveryor Location Report. Plat Plan Leaend F Proposed Grades 000.0 Existing Grades r OOD.D? Contour Grade * Approx. Lateral Location a Sanitary Sewer Lines •--? 0 Storm Sewer Lines - v - Water Service Lines -- - = - - Sub-Surface Drain Unes ® Marl (Sanitary or Storm) ® Beehive Inlet (Storm) ® Curb Inlet (Storm) p End Section (Storm) !% Fire Hydrant - • • - _ _ _ - Flow Line of Swale - Building Line (BL / BSL) - - - - - - - Easement Line Tian t'®rMFES r1U5 for Pill 928.6447 Note: Or Rick @ 506-1376 This drawing is based on construction plans or record drawings, and is not based croon a field survey. The Schneider Corporation does not warrant the accuracy or sufficiency of this informalion. Contractors should verify existing conditions prior to any construction. Any discrepancy found on this drawing should be reported to The Schneider Corporation immediately, failing to do so results in the contractors assumption of all fiablfity BASEMENTNOTE The basement elevation, depicted hereon, has been determined and based on the pad grades and/or contours taken from the construction plans for this subdivision. Unless slated, no information about fluctuating water tables, soil conditions, or soil types has been provided or staled on said plans. Tn.is lot is located near a body of water. Lot or soil conditions troy require that the basement floor elevation be held two feet (2'-0•) above normal pool elevation. Site investigation maybe needed if water is encountered during the excavation process or if other known water elevation or sails conditions are present. Investigation and any remedial procedures are at the discretion of the burden to determine and take appropriate. steps of action. If any ground water is encountered during the excavation the builder is encouraged to contact The Schneider Corporation to discuss possible courses of action. Note: Sump pump(s) to be placed by bulder as needed. Note Builder to ensure positive drainage away from struclure(s). Note: The contractor is to maintain a minimum distance of ten feel (10? between the sanitry sewer and water line laterals. I cS? Lot # 105 rsiR:.rns, 1, r;,r517.73=- Vb07.0079067 FrFft RECORD DnawING y ' ?° d a yr ? ? / 4.6 4.6' Scale 1' = iss med North . m 122 6 h 26.0 ?Crry ti JaJr ? r, 9Jr ??/( .r ti rn .a37a D, ti? ~?? n N 9• 4.9 rc"o o ? Flood Hazard Statement: The accuracy c. any flood hazard data shown on this repod is sobpm to map scale uncertainty and to any etheruncertainty in ImsLon ores adon on the referenced flood insurance rate rnap_ kLLof the within described land DOES NOT LIE wit,,,in thw special flood hazard zor._ A as said land yards by Sale oo III insurance rate map P 15057 C205F for City or Carmel. Indiana {maps sated Fehrvary 35, 2003). SIGNATURE : DATE: SIGNATURE REPRESENTS CONFIRMATION OF RECEIPT OF PLOT PLAN BY Cl1STONEA. FLOOD HAZARD STATEMENT CERTIFICATION \5 L G `?r??4.?'(S.r eRE arm N0, 50303 STATE OF S URI CITY OF CARMEL / CLAY TOWNSHIP Permit #: 07090032 WATER / SEWER PERMIT / RECEIPT Date: 0910712007 '?._G.x PARCELID #: ZSTP 106 LOT & SUBDIVISION: 106 STANFORD PARK ADDRESS OF CONSTRUCTION: 3487 WINDY KNOLL LN WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name. RYLAND HOMES CHECK #: 13666 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: USEVVRWATR ; SEWERNVATER PERMIT Special NotesfConditions: LOT 106 STANFORD PARK, WATER PERMIT " NO NOTES' The building & Sewer Shall he pvc sewer pipe meetirm ASTM specifications 3034 SDR 35 of latest revision: or vitrified clay pipe, meeting ASTM specifications C-700 for c%ma strength clav pipe cf latest revision unless other materials are hereby permitted in writing. The setter shall be installed in accordance vvith AST N1 2321 for pvc pipe and the Uniform Plumbing Code for the State of Indiana. All installations shall rc in strict compliance with pertinent City of Carmei ordinances- Back Water check valves shall be installed in accordance with City Code Section 9-122(al, and sections 113008,1 and 2 of the International Residential Code. All building sewers shall be 6" diameter. All installations shall be "open trench" inspeeted and approved by the Carmel Sewer DEpartment before anv backfrllin2 is done, Non- compliaace may result in digging up the sewer instaltation andior denial of future sewer permits andeor denial of water connections. No tooting or foundation drains or other sources of ground water or storm water shall be permitted to enter the public sewer. Sewer inspections should be reouested at (317) 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. Ali plumbers or contractors installing saver (or water) lines shall have a plumbers bond posted with the CITY FNGIN1--FR1S OFFICE. If any street mutt he cur a sensate street cut nermtt shall he obtnined_ APPLICANT NAME: R.L. GROCECj? PAYMENT RECEIVED BY: Pam /f Y%{L' FEES: $1,396.00 CITY OF CARMEL Item 1 of 1 PERMIT RECEIPT OPERATOR: plux COPY # 1 Sec:29 TwTa:18 Rr_g:•03 S1b:STP Blk:1 Lc:106 PARCEL ID ........: ZSTP106 DATE ISSUED.......: 09/07/2007 RECEIPT #......... 26215 REFERENCE ID 0 ...: 07090032 SITE ADDRESS ..: 3487 WINDY KNOLL LN SUBDIVISION ......: STANFORD PARK CITY .............: WES77IET.D IMPACT AREA ....... OWNER ......... ...: RYLAND HOMES ADDRESS .._: 9025 N. RIVER RD. CITY/STATE/ZIP _: INDIANAPOLIS, IN 46240 RECEIVED FROM .. ..: RYLAND HOMES CONTRACTOR .... ...: LIC # XA-1SUP COMPANY ....... ...: A-1 SUPERIOR EXCAVATING ADDRESS ...: 3143 ROSEWAY DR CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46226 TELEPHONE ..... ...: (317) 898-0767 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT - - TEAS REC --------- NEW SAL ---------- ---------- ---- USFWATCONN FLAT --------- ----- FATE ----- 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 D.DD METHOD OF PAYMENT AMOUNT NUMBER --------------- -- --------------- CHECK -- ---------- 1396. -- 00 - 13666 TOTAL RECEIPT 1396 ,00