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HomeMy WebLinkAbout14070084 Sewer/Water Permit/s � CITY OF CARMEL �. 2 ITEMS OF 2 PERMIT RECEIPT OPERATOR: plux COPY # : 1 Sec:19 Twp: 18 Rng:3 Sub:�OBF Blk: l Lot :4. PARCEL ID . . . . . . . . : 1709190003004000 DATE ISSUED. . . . . . . : 07/15/2014 AECEIPT # . . . . . . . . . : BCOOQ007966 REFERENCE ID # . . . : 14070083 SI�TE ADDRESS .� . . . . :. 3739 DUNELLEN CIR SUBDIVISION . . . . . . : OVERBROOK FARMS CITY . . . . . . . . . . . . . : CARMEL ' IMPACT AREA . . . . . . . OWNER . . . . . . . . . . . . : FISCHER HOMES ADDRESS : . . . . . . . . ..: 6602 E 75TH ST #400 CITY/STATE/ZIP . . . : INDIANAPOLIS, IN 46250 RECEIVED FROM . . . . : FISCHER HOMES CONTRACTOR . . . . . . . : BUTTZ EXCAVATING LIC # .XBUTTEXC COMPANY . . . . . . . . . . : BUTTZ EXCAVATING ADDRESS . .. . . . . . . . . : 12008 GREENFIELD AVE CITY/STATE/ZIP . . . : NOBLESVILLE, IN 46060 TELEPHONE . . . . . . . . : (-317) 773-3091 � FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW BAL -------- - ------ --------- -------- ------- --------- ---------- �USFWATCONN FLAT RATE 1 .A0 2615 . 00 0 . 00 2615 . 00 0 . 00 UWATERTAP FLAT RATE 1 . 00 102 . 00 0 . 00 102 . 00 0 . 00 -------- ------- --------- --------- TOTAL PERMIT : 2717 . 00 0 . 00 2717 . 00 0 . 00 METHOD OF PAYMENT AMOUNT REFERENCE NiTMBER ---------------- -------------- ---------------- CHECK 2, 717 . 00 5364 -------- ---- TOTAL RECEIPT : 2 , 71�7. 00 ��"°"^"GF� CITY OF CARMEL/ CLAY TOWNSHIP Permit #: 14070083 xu�! " WATER/ SEWER PERIVIIT / RECEIPI� Date: 07/15/2014 � �- .....irom.na-:' PARGEL ID#: 1709190003004000 LOT& SUBDIVISION: 4 OVERBROOK FARMS ADDRESS OF CONSTRUCTION: 3739 DUNELLEN CIR CARMEL, IN 46074 PAYMENT RECEIVED FROM: Name: FISCHER HOMES CHECK#: 5364 EXCAVATOR INFORMATION: Name: BUTTZ EXCAVATING Ph. #: (317) 773-3091 Fax#: Email: Street Address: 12008 GREENFIELD AVE NOBLESVILLE, IN 46060 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWER/WATER PERMIT Special Notes/Conditions: LOT 4 OVERBROOK�FARMS,RESIDENTIAL WATER PERMIT 'NO NOTES' The building&.Sewer Shallbe pve sewer pipe meeting ASTM specifications 3034 SDR 35 of latest-revision;or vitrified clay pipe, meeting ASTM speciCications C-700 for extra strength clay pipe�of latest revision unless other matcrials are hereby permitted in wriling. 'Phe sewer shall be installed in accordance wi[h ASTM 232I for pve pipe aod.the Uniform Plumbing Code for the Slato of Indiana. All instal(ations shall be in striet eompliance with pertinent City of Carmel ordinances. Back Water eheek valves shall be installed in accordance with Ciry Code Section 9-122(a),and sections P3008.1 and 2 of the Intemational Residential Code. All building sewers shall be 6"diameter. All i�stallations shall be'bocn trench"insocc[ed and apnroved bv the�Carmcl Sewer Deparcmcnt before anv backfilline 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 foundatioii drains or other sources of ground wa[er or storm watershall be permittcd[o enter�he publiasewer. Sewer inspections should be reauested�at(317)571-2648 one to four-hours in advance. No inspec[ions or inslallations will be made�on Saturday or Sunday or holidays unless arrangements are.made ai least 24 hours in advance. AII plumbers or contracrors installing sewer(or water)Iines shall havc a plumbers bq�d posted with the CI'IY ENGMEER'S OPPICE. If any street mn,ct he cut. T senarate street cut nermir chall he ohtained_ APPLICANT NAME: DAN FIELDS PAYMENT RECEIVED BY: �71' 1" / FEES: $2,717.00 ; o ,, o. e � ,, _ .�, . 1 D701'.N:College;Avenue S,uite-A, Indianapolis,ylndiana 46280 phone 31;Z;844,-9200' fax 317-844=9203 'www.ctrwd.org - __ _ _ Residential $AIdITARY SEINER PERMIT' ' 0680,1 Permit;T,ype _ _ Final, Subdivisionz Overbrook Fa�ms? -- --- - ---- --------- ° _'-== --'.='-=r - � _-- - �_ ---- Pro�ect WO ENG4622006� Section;,Num6er -- -- - -- _'-- - =- ,- _,-- ------_,-_-.. Project Name ___ _ Overbrook;Sec t&2 Lot Numbe� q --- -..- _-- -- _ '---' ----- -�-�-: .-- --------'- 'Project Developer ._ WTFOT LLC Address NumlSer , 3739' - __ - -`- -- _--------------------"-_` Lift,Station _ 14 Austin Oaks Station', Aildiess'2 _-_ ---- ==- --- -- --- _-,_-- _._.__. ' Tr`eatment Piant CTRW,D WWTP Street Dunellen Circle; --- -- -- - -°.- --- ----- --° - __= _ __,_^. Parcel�Acreage Crt _._. . Carmel' --- -- --' ==- _''- --° - -'_'_ _Y _ _ .._ EDUYi`n;Gallons 310 Zi Co _ - --- °_- -�- .- - ---_- _ . _ . -_-, ___'_ p de - --- 460Z4 _ ._ _ . ___ _ _ __ �� � County, Hamilton� Local Sewer Charge'-Dist'riotiContribution Builder Fischer'Single Famdy'Homes II LLC ------__,_-,_ PIan;Reviewandlnspection' --- --= ---- ___ �APPlicationFee ------ .- ` PhoneNumber, - --- $15000 - . . -..... . __ __ _ _:859347-4Z09 .�EDU;�Fee ---- -�---�—'- � — —== � ----- -:� .. - - -- � ---------�. .. . $1650:00 Owner _ -- _-- --`. , - - -�. _ __ _-_p- -.----- --'---- Ilnterceptor Fee Phone'Number --- -- __ -__ _ _ -.,_,- -_--- Other,Fees __., _ . -.--- ------------- ---__:—_- FeesDue - -- --"--------- --',$1;80000� Occupant � . --=- �--- _-_------------- -: Invoice�Number Phone'Number PLEASE'NOTE Installation;of'budding sewe�stiall'?be,per the specrfications of'the'Clay'Townsfiip'Regional'Waste Distnct;(see reverse);and,any conditions:noted-below: All ins`tallations;shall'beiinspecfed 6y Districtr,personnelidu�ing; open trench phase:and beforerbackfilling'with.sione to twelve inchesabovei,the�pipe. NO footing�orifoundation drains; orother sources of ground or,.stormwater, shall be permrtted torenter the DistncYs sanitary sewer system The- Disinct;will assume no lialiility'for drainswhich,are;below,•the'grade'level;of the�riea�es4 downst�eam manhole nor for ' • _ ,. ,.- . laterais�which�are,extended beneatfi driveways or.,siiiewalks. The pe�mif',holde�`(propertyowner,,developer�or builder) will be;responsitile for darriages>to:fhe DistricYs sewer system. This;includes'tlarriagesitamanholes ;castings; „ _-�-. .,., .. manhole lids and!tlieilike;;caused by construction,;activity on'tfie'buildingisite wfiich is the sutiject of t_his;peFmit, P y _ Ins ections b 'the;District,arg MANDATORY'and sfiall be arranged liy contacting;the Dist�icYs office at;844=9200 when"water�as,connec eldnwhioheverr comes first�`placed�on;6illing two�months.aiter connection�has been made,;or, The,building�has:_ � Main�; ��.OF942 OF939, Grease Tra No; !SIab�Foundafion No p -_= -= __ _. Grease,lilterceptor� No� Crawl,Space" Np �Manfiole;IDs USMH OF=942� OF-939 .DSMH' .. . ._-- __., �.= t- Grit Interce tor No Basement Yes Lid Elevetiom 9]5.551ft 913 66 ft G _,.. P - - -- ---`_' _ __ rmder,Station � No �� Pirst;Floor Eleva4ion _ ___91?'40 ft 919'40 ft _ _- -__` 'WaferService; aCity;oYCa�iiSel � ` BasemeMiElevation 909:23'ft. 90923;ft; - - ----- ., Calculahon�s based,on both Manhole L�d�Elevahon`s anditFie elevation!o/the FirsG'Floor ��� ,3 85 , 5 74 �' Per,Ordinance 9:13-99 and'the elevations provided the substructure-shall tie plumbed,6y: Ejector Pump. The District`currently,fequ�res.ttiat am.l&I inspection is perfoYmed andia Ceitificate of,Compliance'is issuedprior to � � oc�cuqancy/�sale of a properrty Please review attached I/I'PermiT ` ,✓ Manholes shall remainiaccessible atall times. Buried.lnanholes�will'tie,corrected';by,lhe,Developer/Owne�. '�Tlie.prope�class`ofioleanouGmust'be installed'every 100 feet of.;lateial pipe measured from sewer maircto"structure. - �The terms;of the conH�tioriaPpermit,�if any;are listed`below: . - . _. - . ._ . � � .,., AMILT � ; , _ .. . . . ��P�� - - �-�.. OG . � - . - . - ._ - . . . ��. .a .. � � i- _ . . . ' _ N .� , ' " � ._.� . .. All.conditions have;been mets,Connectiorrtd'�the,sanifary se @r is;now�permi : _ . .T. _. . . _�P . . �SHlP.RE610NPV � By sigmrig.below,J attesithat I a -famdiar with tfie�ncts"specifications and agree��.to��:accept�responsibtlity for.alCwork do�e�untler this permit„ Bwlder/Owner,Signature, ,'- � ,,,,-�-y--�� Phonei,Number, �� �3� � P�ihted Name' �� }� �(;'�L��, j ��,�, � - qPProved By " 'I�\ h �w� � ` ���� ��� ,_" � (Ryan�Hartm , D�stnctEngineer 0- - - P,ermd Date; 7/15/2014 Permit,is va�id fonONE-YEAR'firom tBe�dafe issuetl: Permi[valid only with GTRWD seal in`red;ink. � SUMMARY^:OFLATERAL INSTALLATION;;REQUIREMENTS' �1 All houses bwldings etc.,shalfconnect toathe District-s sanitarysewer sysfem;within,90�ilays of notice}providing,a sewer,is within 300 feet for'M1Hamilton Gounty.o�.100.feeYforBoone;County<of'the property,�line asE'defined througfi. appro ed bythe Disfi6-5;;2).. Only:'one buildirig may connect to�thiersewerFlmain per lateral:unless';otherwise 2. No foundation,�Sump;Downspoutsor;othervsto�m water drains shall be inferconnected'to;,Dist�icYs;sanitary sewer as addressed[hrough'our„{fl Ordinance;12:08.08 and:l/I.Eolicy;foundoon our,website at www:ctrwd:org; 3 The-existing sewer hne�from tFie tiuilding to tfie�septic ta�k_;may.only be usetl.if it'is locatedwunderva tiuiltling addiUon patio, porch or,paved�driveway. Airitest is required to show if,acceptable for,"re-use., The property owner shall bear the cost ot"all testing. TIie;Dist�ict inspector must;be onsite'for thelduration of-tfie ai�'.te§t. 4 The district sfiall inspect ALL laterals. The owner+orrcontractor shall notify the District pri'or',to 6ackfilling tFie installed lateral,'so ihe District can make�an inspection'to determine compliance with the�Districtslsewerause ordinance.. Lateral stubs sFiall remainicapped until an inspector�is�onsite. Fin_al connection sfiall only,be made,urider direct supecvision•of a4GTRWD�inspector If'an inspection fails;and.a second inspection is,requi�ed or tl5e,cont�actor is':not . . . on siteifor the�scheduled inspection,.a,fee of$100'00'.will.tie assessed.and must be`paid;p�ior to the;time of tfie follo_,w up,inspection: � ' 5. Property owners?areahereby adwsed that the'County Boardpf Health�r'egulates4thetoperation and'maintenance'of pn4ate;sewage�disposal (sepUc)�systems The County Ordinance proJides in part'that;upon connection to a;public sewer,,a,septio-tank shall be abandoned (pumped clean) and fdled,completely with earthen material or stone�in,a safe andysanitary manner' ';P�lease contact th�e,appropriate:County$oardfof!Health for further information�and to notifydthe department of the;abandonment:, 6: Accepta6le-�Fipe Mate�ials: PVC';PIFE: SDR 3'S or SDR 26, ASTMtD3034',.:SIX INCH�PIBE 'PVC`,PRESSURE RATED PIPE SDR'21„ASTM D22,41', SIX'INCH PIP.E ,REST,RAINED;JOINT=BVC':PIPE.(DIRECTIONAL-.DRILLj: Yelomine^SDR.21„ ASTM p2,241, SIX,WCHi PIPE;(use only perrapproval of•'the Distnct$Engineek), GP;SI(ETED JQINTS: ASTNI D3?12 GASKET.S: ASTM F477 FITTINGS. SDR26 OR BETTER:("FERNCO"OR SIMILAR;FLEXIBLE�COUP„LINGS TYPICALLY'NOT ALLOWED) DUCJILE IRO.N,:MECHANICAL60UPLINGWIT,H PROPER?FITTINGS PRIVATE GRINDER PUMPS ACCEPSABLE.PIPE;MATERIAL'a IF�CONNECT;INGtINT,O A LOW PRESSURE FORCE MAIN-. CTRWD must be,contacted,'for:ezplanation of allowe6le pumps and pump reguirements 125"�HOPE"DR11 IPS (T,Y,_P,`.)°connections are'ro Be.matle�with � (Polypropylene o�Stainless Steel),.Gompression Fittings orElectrofusion ALL,PUMP'CONNECT.IONS Pumps located more than;3' perpendicular to oG�un longitudinally„along the buililing formore`than',3i sliall have:a ,, .,_ cleanout,installe,d and the!pipe shall be'transitioned;to:6"xSDR135(pipe for connection into;the pump;station. CLEAN OUTS°ARE,TO BE L'OCATED NO MORE'THAN THREE',FEET FROM'THE:F.OUNDAT.ION AND;F.OR GRAVITY LATERACS NO MORE THAN 100�FEET APART (pleas@.see,CleamQut'Details`Type2'and Type'39for multiple cleanout'installation�requirements) CLEAN�OUT CAP REQUIREMENT3�, 6 PVC`Threaded Caps 7. BEDDING- Use NumberB-crusheii stone o[Num6er"`8 f�actured�face aggregate Number 8 stone 6ackfill mate�ial is'to be,placedyfrom 6 inches below to .1 Zinches�apoGe the pipe Theitrench should be a rriinimum.of;18'.incfies;wide: (six�i'nches(onboth sides of:the'pipe) � S. Laterals shallibe,installed rio closer fhan;20 feet,from water�wells unless PVC,pressu`re;grade pipe istused meeting SDRf21 and ASTM D2241. Any^proposed installation requiring press'ure pipe;§hall be;reviewed'and accepted 6y the Dist'rict:and the DistricYs engineer'prior to installation. ° , , 9 Where?a transition is made between SDR, 35,pipe and,pressure grade SDR 21'pipe a,ductile iron gasketed mectienical'coupling shall�be usecJ. 10 Laterals shall�te_rminate'within,3jfeet,of the 6liilding,unlessthe�condi4ions in;item #3 above,"arermet. Naglued plpe shall be installed„outside;tfiFee,feet;of bwlding foundation walls. 11 Additional information on District.standards;and;specifications:may,lierobtain_e_d_from_tlie_Di§tricYs!office,during-� - - business hours of S:OOa.m::to°4:30 p.m. Monday,througFi Fnday All District standards can�be;located on our web srte at.;http%/www:ctrwd'org;, Clay Townsfiip:Regional Wasfe Dist'rict t OZ0,1 College,Av_enue - Suite A Indianapolis, Indiana 46280 1070�1°North Coll@ge,A4enue Suite,A Iriiiianapolis, Iridiana;462$0 Phone(317)-84"4-9200' Fax,,(31-7,)-844-9203 12. Septic,effluent!shall nof';becpumpedsout into,theisamtary,sewersystem. 13. Contractors;sfiall'.lay 14 gauge,solid wire fhe entire length of the,7lafe�al. 1Nire is`to�6e;placed on top of the lateral: The District inspector'will 'verify placement of t_he wire. After inspection, bedding;is to.be;placed�bn�top. 74„All,exteriors stcuctures and°piping are subject to tie'tested and/ontelevised;upon the Districts:,discretion. Ezamples of,structures�tViatsma be included.aremanholes; rit;_inte�ce tors,.; um its� r'ease�interce tors; etc. Testin re `ui'reriients are to erif 4hat all structures=.are:waterti lit;a d tha P p P 9' P ` ' 9 _ . 9 Y _ g t they�`conform to tlie;Districts I/I'Fo_licy, "15: Galf:6eforeyou�dig. IUPPS'1 800,382-5544;,48 hours p�ior-to digging. ' ReJised'02/21/2074'tiy�TK