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HomeMy WebLinkAbout14070067 Sewer/Water Permit/s ,� • > ,e. , . . � � , . � � : , , �. _ � . , _ . 'r f . ...� � :� i � �'� 10701 Nr,,College_Avenue"Suite_A Indiartapolis;Indiana�46280 'phone�317=844=9200 'fax 3UZ-844'9203' ,www:ctruvd'.org ' Residentia! SANITAl2V SEWER PERMIT 067,80 �'FermihT,ype Final Subdivision Uillage of Wesfclay ----- ---- ----- -- -- _:,.-. -�--- —._-_-- -___-- ProjeotiWO, __ ,_ ENG2455201,2; Section,Number_ 10010-G' --- -- __ _ -- --- ---- -- - Project';Name ___ ___ VN/C 10010_C� Lot�Number _ „t72T3 Pro'ect'Develo er Pulte�Homes ofqlnd j p � iana LLC' Address+Numbec ~ 12675 l�ftStafion ._.__ _ 23�- ---=--- _.,-_ - ; ,-.--- . ..--- , -----,- -- _126th Street'Station Adilress'2 ------- - ------- - --- -- ----- 'Treatmenf,Plant MIX StFeet Moonseed Drive ---- ----------------- --- --- - ---- ------ ---"- -----. Parcel;Acreage City; Ca�mel �. _ __ -- -- ----,_ _ ----- ---- ---- --- EDU in,Gallons _. _. _,_e ____ 310, Zip;Code _ __ 46032 __ ___ � T _.. , _ . -- Gount _ __ -.-- --- -,.-._- Wamil °.: _� _ __. . y - 4on _ __:_ ------ --_- - -------.. ;LOOaI[Sewer Charge- DisUict[Contritiution Buiider FultenHomes of'Indiana .,,_. ° - ---- ''`,°= _ __ '=-= Plan`Review and Inspection phone Nurltbe[ ` _ - -,---`- --_,_,___----. 3175752350 ApplicationFee $150`,00 _,_ _--'— -:__,_ =-==-=,_` -- __ _ _ -' EDUdFee „_. �-- �� � �$1650�00 Owner' __. � . . -- _._ -. > ,.. . ._., . _ . .. _ InterceptorFee ° _-, __ _ - - � -` -'--------='- -_ — - -� � . . _. .._ .._. - . _- -_,- - - -- -.- ----.. .P,hone Number OtherFees�. � ---- -.---.�- -�--- -�—�--�--�--- ' -_-- - ----- -— ---- Occupant Fee`s Due � '$_1;800500, � _ - _--= ' =_` -_- '— Invoice,Number - ° ` Fhone Number PLEASEI:NOTE; Installatiori;of building;sewernsfiall be per-tlieispecifications�of;the.Clay''Township;Regional Waste DistricG'(§ee �ederse)and,any'conditions noted tielow. All';installations shall be inspecfed 6y�Districtrpersonnelidu�ing "open"trencH'+ phase�and befo`re backfilling with;storie`to twelve incfies,a6ove;the pipe.;NO footing°o�;foundatiorr drains;.or-6tfie�sou�ces,of,,giound'o�sto'rmwater,,;sl5allbe permittetl fo enter tfie Di`stricYs,sariitary sewer-system:TFie-. District;will'assume;no.liability for drains;wfiicfi are�tielow the grade�level.of�the nearest downstream�manhole nor for laterals.,wliich are ex4ended beneath driveways,orsidewalks. The permit?holdec(property ownerldeveloper or builtler), will be:responsible?for!damages to the:.Distnct's!sewer system,This:mcludes�damagesrto manholes;castings;; .. _ _ . � , . ..� . manhole;lids�and;thg like;,_caused by construction activity on`:the,buildi�gjsite whicFi�is�the subject of this=permit: Inspecjions by theaDistnct�are MANDATQRY and sFiall be arranged byscontacting,the�District's office�,a(?844=9200, 24 hours',in adyance: All,new;construction,will�be.placed on;billing,two,months after connection has'been made or _ _ ..�- --.. ..._ . ._ . . . when water is connected ,whichever comes`firsi: The building;has:� Main 'VWCFP802-VWCFP801 Grease T�ap s No -Slab Foundation__ No, '�'GreasE;lnterceptor� No" CrawlSpace� ' No; ManholelDs USMH VWC-FP802 VWC-FP801 DSMH Grit Interceptor N � � � - 910 48 ft✓� :907.95 ft�✓ ----- , o Basement `Yes Lid Elevafion ,,,� _ —'- -- �,_'__-------- _ _ --- -' _' ,Grmder`Station ,__ No, ��Fvst;Flooi EleJation 9�2 40 ft`� ;912 40�ft� Wate�Service. City,of"Carmel ,gasement�Elevation 902760 ft ✓ !902 60 ft'� � � Calculahon is�based;bn both' � _ _ ___ . _ __ __ ____ ___ _ ` _ _ ManholeUdElevahons�and.t6e'elevahonio/the.,First,Floor � 1,9Q � 4.45 __ _ _ Per;O�dinanGe,,9=13-99 anii'�the ele'va;ions piovide_d,'the;sutistructure,shall tieiplumbed,tiy:; EjectorPump Tfie DistricYCUrrently,reqwres iBafan I&I inspection is performed:and:a!Certificafe;of.Gompliance'is,issued'�prio[,to � �occu`pancy'r/,sale'of-apioperrt'V.Please revie`w`attached`:I/I;Permit,. _� Manholes"sFiall,�eFnain3accessibleiaPalPtime"s:,Buned:rii'anfioles willbe corrected'by the;DeJeloper/Owrier., ; ' .P P ,. . .... � . . ry;.=., . . .. .; .P _.. f . .g The ro er�class'ofcleanout�must'be installetl�'eve 100�feet of�lateral. i e7measured'from��sewer main'to'structure.� . T _ terms of the'conditional permit„if'any;are listed;bel'ow. , . .-. . _. .. . .. . _ . - �Np,�NAM�� . ; ``? CO . - - � 4i�,� ?` . . ' _. . . .. .. . „ . . _ . . . _ . . _�- _ . ,. _ ._. � � �.�' �Y . � U � , . .. . • - . .F,:. All conditions;have been met Connection to the�sanitar.y sew �'s now perm�tt _.__. __. �. . _ _._ . . _._,. !� y ' rysy�pREGIONP��P - By:signing'.below'�I atte§t that,l am;familiar �m� ne tib '. pecrfications'and`agree3o'accepfresporisi6ility��fo7�all wo`rk`done�underthis'peimi[� � ___ ._ _, . _, _ .. . - . . _ _ "�Builder+/`Owner-,Si natur . - Phone;Number g ,< ,;�b'� -��'�i��. ` Printed Nam �rv Y� � _1.1,G�` �'� ' '*" ����9� �� �`� �w r ` [ PP Y � . . ;� : � ``:c ll �� ,�����I� � �{�,; �:�,I A rovedB -ftyan , .man,.- _�stnctengineer - . Pgrmlt �aYQ" �7�'2�'2014�^^-� � - - . _�. .. ..,__ ...> ..__. _.. . Pe�mit is Jalid fo ON ;VEAR!from the`date;issued.;PermiC,°valid only:with CTFIWD+seal in re8;inki SUMMARY OF1 LATERALJNSTALLATION REQUIR,EMENTS 1 All houses,bwldings etc.,,shalLconnect to the Distnct sf's_andary.sewerusystem wdhin,90 days'of,notice proJidingfa sewer,is within 300 feet,fo�`Hamilton Count or'100 feet for Boone'Count ofdthei ro ert , line;as defined tFirou h Y.,r Y' P. .P Y� g Indiana Code(IC 13=26-5-2). •Only one bwlding;may connect;fo tbe,sewer mainperlateral unless othen,vise �approyed byWthea,District �� � � � - � � � 2. No foundation; Sump, Downspouts or otherstorm water d�ains sfiall,tie infe�connected to DistncYs'sanitary sewer °- - . .. as°addressed;through'ouc I/60rdinance 12.08:08 and I/I Folicy found;.onrour:website at wwwsctrwd:o�g. __� _ -- 3 THe existing'sewerline�from+the.building to the;septic tank;may only be used:if'it is locatedlunder'a liuilding additfon patio, porch;o"rpaved driyeway Air,test is,required'to show�rf acceptable for re-use ThSe;property owner shall wtiear tlje:cost•of all,tesUng The`.Distnct inspector�must be:onsife for the;cluraUon of the!air,test 4 The distnct shall mspecYACL Iaterals.,The owner or�,contractor`shall',!notifytthe�Distnct pno�:to.backfilling,tliefinstalled lateral�so the�District�can make�an:inspection'ta'd'etermine compliance�wdh the'Distnct srsewer use o�dinance: L'ateral Stubs shall remain;capped until an inspeotor is€on�site..Final connection shall onlytbe made�under,direci . supervision of aCTRWD inspector:7f-an mspection fails and a,second inspection is�required o�r the contracto'r-is:not on site for the',scheduled inspection',:a fee ofi$AAO"00'will tie assessed�and'must be.paid prior to tfie�time of tRe follow up inspection.. 5 property own�e�spare hereby adwsedlthat the County•Boarii of Health regulates;;he operation�and maintenance of, nvate sewa e dis osal�se tic s stems Tfie`Count Ordinance rovides�in art:that, u on connection to a public= p � P ) Y- � Y ° P = �P � P sewer; a septic:tank shall be abandoned (pumped cleanj�and filled completely with earthen�material or stone.in a safe and�sanita manner:" Please contact the a ' ' " . _. ��Y ppropriate County Boa�d`of Health for�further information and�to notify�the department of',tfie abandonment ` 6� A'cceptatile�Pipe,Materials: PVC PIPE: -SDR 35,or�SDR 26, ASTM D3034;$IXy,INCH PIPE PVC PRESSURE RATED P..IPE: SDR 21,.qS7M'D224�1,;iSIX,WCH,PIPE` RE$TRAINED JOINT PVC PIPE (DIRECTIONAL DRILL)•: Yelomine:SDR"21, ASTM;D2241,SIX INCH'PIFE(use only per!approval,of tlie;Dist�ict=Engineer) GASKETED JOINTS. ASTM D3272' GASKETS>ASTM'F477' < FITTINGS "SDR26;ORSBETTER'("FERNCO'OR;SIMILAR FLEXIBLE COUPLINGS�TYpICA�LYNOT"ACLOW,ED) DUCTILE IRON MECHANICAL GOUPLING WITH;P,ROPER FITT,INGS � PRIVATE°GRINDER PUMFS;ACCEFTABLE PIPE MATERIQLc, � ' IFyCONNECTING INTO;9 LOW PRESSURE FORCE MAW- GTRWD must tie contacte8=fo�ezplanation of allowable?pumps and;pump requirements, '125";HDPE DR11 IPS (TYP.) connections-are to be made?with� : '.. .. ' _ _ � .__... (Polypropyle'ne;or'Stainless Steel); Compression Fittings or ElectrofuSion ALL;PUMP:CONNECTIONS � � .P ` _ _ p p - or run longiludinally along;tfie tiuilding formore ihan'3' shall have;a Pum s located more than',3' er endicular to cleanoulunstalled and the,pipe shall be transitioned tor6'�SDR 35 pipe for conneotron mto�the�pump station. CLEAN OUTS;ARE TO BE'LOCATED NO MORE°THAN l'HREE FEET FROM THE FOUNDATION:qND'�FOR •- . � GRAVITY LATERALS NO MORE THQN J00 F�EET APAR,T,(please;see Clean Out�Details Sype;2Pantl Typei3'�for multiple cleariouYinstallation requirements). � CLEAN OUT CAP RECIUIREMENTS:: 6"';PVCTfireaded'Caps; 7. BEDDING Use Numbe'r 8 crusheii;stone:or Number 8 fractured'face aggregate Number8 stone'bacRfill material' . __. , . is to be placed f�om 6 incfies below to 12 inches`above the pipe.The•t�ench sliould be a mirnmumtof`18;incheswide (six'.inches�on both;sides of;tfie;,pipe) " ° 8. Laterals`shalfbe installed no closer than 20;feet from water wells unless PVC pressure,grade�pipe is used°mee[ing SDRr21 and ASTM D22h1q Any�proposed.installation reguinng pressure pipe;shall;beereviewed,and accepted by ttie Distnct and the�DistncYs enginee�priorto installation: -- - 9. Where a transition ismade between SD5!35 pipe�and;pressure:graHe'SDR 2;1'pipe; a,ductile iron�;gasketed, mechanical,coupling shall be use.d.: 10..Laterals shall.termmate;witfiin;3 feet of the`building�unless`the-conditions in,item N3 atioveiare-met 'No glued pipe shall tie installed outside,three,feet of building�foundation'walls'., � 11-Additional-informatwn on�DistricY:standardrand specrfications mayR6e obtainedfrom the DistricYs±:office'during� - - business hours of 8.00a.m. to 4:30�p:m Monday`through;Fiiday: All Districf+standards=can be located on ou�rweb. ;site at http:%/www:ctrwd.o�g. ' " ' , . • , Clay TownsFiip RegionaC Waste District 10Z0,1 eCollege A6enue=- Suite,A Indianapohs, J,ndiana 46280 10Z01 North Coll@ge AvenueiSuiterA Indianapolis, Indiana 46280' Phone,,(31Z)a8A4-9200 Eaz (317)-844-9203 12. Septic'effluent�shall not be pumpetl,out into tlie sanitary_sewersystem,, ' 13 Contractors;sha�ll;lay 14,gaug ys�olid;wire the enJire lengthFof�the�lateral Wire?is to be placed on top;of^tfie lateral. The District ins �ectowwill';.venf {acement of the:wire After ins ection, bedding is,to;be placed on�top. 14. All exteriors.stFuctures,and piping,rare�subject;to�be te"steii;and/or#elevised upo,nfthe,,Districts disc�etion. Examples of structures,tfiat may be.included are manholes, grit interceptors pump pds,�g�ease interceptors,.etc: Testing requireinenfsare;to verrfy that all�structures are watertigfit�and that.they confo�m to the Distncts;l/I Policy. 15. Call before you�dig. IUPPS J 800'382-5594; 48 tiours;prior'to,digging; � .Revised,02J21%2014 tiy TKt CITY OF CARMEL 2 ITEMS OF 2 PERMIT RECEIPT OPERATOR: plux COPY # : 1 � Sec : 10010-C Twp.:29 Rng:18 Sub:B62 Slk: 3 Lot : 1213 PARCEL ID . . . . . . . . : 1709290039014000 DATE ISSUED. . . . . . . : 07/14/2014 RECEIPT # . . . . . . . . . : BC00�0007946 REFERENCE ID # . . . : 14070066 SITE� ADDRESS . . . . . : 12675 MOONSEED DRIVE SUBDIVISION . . . . . . : VILLAGE OF WESTCLAY CITY . . . . . . . . . . . . . : CARMEL �IMPACT AR$A . . . . . . . OWNER . . . . . . . . . . . . : PULTE HOMES OF INDIANA ADDRESS . . . . . . . . . . : 11590 N MERIDIAN ST #530 CITY/STATE/ZIP . . . : CARMEL, IN 46032 RECEIVED FROM . . . . : PULTE HOMES CONTRACTOR . . . . . . . : R T MOORE CO,. INC LIC # XRTMOR COMPANY . . . . . . . . . . : R T MOORE CO3 INC ADDRESS . . . . . . . . . . : 6340 LAPAS TRL CITY/STATE/.ZIP . . . : INDIANAPOLIS, IN 46268 TELEPHONE . . . . . . . . : (317) 291-1052 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW BAL -------- ------ -------- -------- ---- -------- --------- USFWATCONN FLAT RATE 1 . 00 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 NUMBER ----------------- --------- -------------------- CHECK 2 , 717. 00 0050558681 -------------- TOTAL RECEIPT : 2, 717 . 00 �>;"°�"A'�F� CITY OF CARMEL/ CLAY TOWNSHIP Permit#: 14070066 ! N k ( . ', WATER/ SEWER PERMI7/ RECEIPT Date: 07/14/2014 � `-.!enin4�-' PARCEL ID #: 1709290039014000 LOT&.SUBDIVISION: 1213 VILLAGE OF WESTCLAY ADDRESS OF CONSTRUCTION: 12675 MOONSEED DRIVE CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: PUCTE HOMES CHECK#: 0050558681 EXCAVATOR INFORMATION: Name: R T MOORE CO, INC Ph.#: (317) 291-1052 Fax#: Email: Street Address: 6340 LAPAS TRL INDIANAPOLlS, IN 46268 Bond Expiration: PERMITTYPE: USEWRWATR ; SEWER/WATERPERMIT Special Notes/Conditions: LOT 1213 VILLAGE OF WESTCLAY,RESIDENTIAL WATER PERMIT ` NO NOTES* 'fhe building&Sewer Shall be pvc sewer pipe meeting AST'M speeifiea[ions 3034 SDR 35 of latest revision;or vitrified clay pipe,mecting ASTM specifications C-700 for extra strength clay pipe of latest revision unless other.materials are here6y permitted io writing. The sewer shall be installed..in aceordance with ASTM2321 for pvc pipe and the Uniform Plumbing Code for the State of Indiana. All installations shall bc in strict complianee with pertine�t City of Carmel ordina�roes. Baek Water check valves shall be installed in accordance with City Code Sec[ion 9-122(a),and�sections I'3008.1 and 2 ofthe International Residential Code. All building.sewers shall bc 6"diameter. All installations shall be"open trench"�insoected and aooroved bv Ihe Carmel Sewer Department before anvbackfillin¢is done. Non- compliance may result in tligging up Ihe sewer installation and/or denial oCfuture sewer permits and/or denial oCwater connections. hb footing or foundation drains or other soume�s of ground water or storm water shall be pennitted to enter the public sewer. Sewer insnections should be reauested at(317)571-2648 one lo Cour hours in 2dvanee. No inspections or installations will be made on Saturday or Sunday or.holid2ys unless arrangemcnts are madc at least 24 hours in advance. All . plumbers or conlractors installing sewer(or water)lines shall have a plumbers bond posted with the CITY GNGINEER'S OFFICC. If any street mu�t he cuL�senarate�trezt cui nermif ehall be oh[ained. APPLICANT NAME: SUZETTE SCHUETTE PAYMENT RECEIVED BY: �C��rYlz'�' FEES: $2,717.00