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Home My WebLink About286JGW - Sewer PermitPermit Type ProjectWO Projec[ Name Project Developer Lift S[ation Treatment Plant ParcelAcreage EDU in Gallons 641928663 Section Number Jacksons Grant Sea 2 Lot Number SCM Deveiopment 26 Jacksons Grant MIX Local Sewer Charge - Oistric[ Gantributian Plan Review antl Inspeclion Application Fee EOU Fee InterceptorFe¢ OtherFees Fees Due Invoice Num6er Address Num6er Address 2 Street 0.43 City 310 Zip Code County 0.00 guilder o.00 150.�o Phone Number 7908.00 Owner 0 00 phone Num6er 0 DO 2058.00 Occupant Phone Number 2 286 1211 Weshale Dr Carmel 46032 Hamilton Wedgewood Building Company 317-669-6315 PLEASE NOTE: Installation of building sewer shall be per the specifcations of the TriCo Regional Sewer Utility (see reverse) and any conditions noted below. Ali installations shall be inspected by TnCo personnel dunng "open trench" phase and hefore backflling with stone to hveNe inches above the pipe. NO footlng or foundation dreins, or other sources of ground or stormwater, shall be permitted to en[er TriCo's sanitary sewer system. TdCo will assume no liability for drains which are below the grade Ievei o( the nearest downsVeam manhole nor for laterals which are e#ended beneath driveways or sidewalks. The permit holder (pmperty owner, developer or builder) will be responsi6le for damages to TriCo's sewer sys[em. This indudes damages to manholes, castings, manhole lids and the like; caused by constmction activiry on the building site which is the subject of this pertnit. Inspections by TriCo are MAN�ATORY and shall be arranged by contacting TnCo's offce at 844-9200 24 hours in advance. All new wnstmction will be placed on billing Mro months after wnnection has been made or when water is connected, whichever comes frst. The bUilding has: Maln ID: JG897JG892 Grease Trap SIa6 Foundatlon Greaselnte�ceptar CrawlSpace ManholelDs USMH JG-891 JG-892 �DSM�H Gritln[erceptor Basement YES LltlElevation 86064�/ 868_ifiV Grinder Sta[ion Piret Floor Elevatlon g7�.ppJ/ 871 00 � Wate� Servire Cartnel Ulilities Basement Elevation B61 00" 861.00 � CelculaGon is besee on boM Maniwle ud Elevations and Ne elevetion o{the Fiist Floor �, $.36�. 2.84'�, Ft. ��.. Per Ordinance 9-13-99 antl the elevations providetl, the subsiructure shall be plumbed by: Ejecto� Pump Only TnCa currently requires that an 181 inspectlon is pertormed and a Certificate of Compliance is issued pnorto occupancy! �� sale of a properrty. Please review attacheC I/I Permit. ��%� Manholes shall remain accessible at all times. Bunetl manholes will Ge correcled by ihe Developer/Owner. Q f h The pmper class of cleanout musl be installed every 100 (eet of lateral pipe measured fram sewer main to structure. The terms of the contli[ional permil, if any, are lisletl below. Plans have 6een submitted. Allfees have been paitl. No certifcate of insurence required. No addilianal pertnits required. No manhole core permil requiretl. The faality is not classified as a FOG faciliTy. Bysigningbelow,lattes��M1atlamfamN/ar%w� ihep ' sapeuficationsantlagreetoaccepiresponsibiliryfora Builder / Owner Signature ! Phone Number PrintedName I ^�� %�r<^✓'%� Approved By Rvan �m , � I�c(Enqinee� Permit is valid fo ON YEAR hom lhe date issued_ Permit valftl onry with TnCo seal . _... __.._ _..__. ...._._,..... 3�7 6c�i 67i3 SUMMARY OF LATERAL INSTALLATION REqUIREMENTS 1. Only one building may cnnnect to the sewer main per lateral unless otherwise app�oved by TriCo. 2 Foundation drains, sump drains, downspouLs antl other stortn water dreins shall never be connected to the sanitary sewer. Site dewatering systems shall never be tlischargetl to the sanitary sewer_ 3. The exisGng sewer line from �he bulltling to the septic tank may anly be reused if it is la�atetl under a building addilion, palio, porch or paved dnveway, and �he line passes an air test that is observed by TriCo. Con[act TnCo for more information about air testing requirements. The property owner is responsible for lesfing wsts. 4. TnCa shall inspeM all new laterels or lateral repairs in their entirety. Final connection to the sanitary sewer must be observetl by Trico. The property owner or contractor must notify TriCo prior to bac�lling. Inspections must be scheduled at least 24 hours in ativance. If an inspec6on fails antl subsequent inspections are requireQ or if the wnVactor is not on site for the schedWed inspectlon, a 310� fee will be assessed and must be paitl pnar to scheduling the reinspection. 5. Septic system contents or efFluent shall never be discharged to the sanitary sewer. Be advlsed that your county health tlepartment regulates septic systems. Upon connec�ion �o sanitary sewer, a sepHc tank must rypically be abandonetl, pumped cleaq and flled completelywith earthen material. Contact your county health department for more informa[ion on seplic system and abandonment requirements, antl to notify the depariment of any abandonment. 6. The following matenals are acceptable for use in grovity sewer lateral installation or repair: WC pipe: SOR 35 or SOR 26, ASTM D3034, 6" diameter PVC pipe, pressure ratetl_ S�R 21, ASTM D2241, 6" diameter PVC restrained joint pipe for directional dnlling: CertaFlo Greentine SDR 21, ASTM D2241, 6" diameter All gasketed joints shall meet ASTM D3212 All fttings shall be SDR26 or better DUMile imn mechanical joint fittings with pmper hardware SDR 2fi gasketed repair sleeves or Intliana Seal shear guartl Femco and similar flezible couplings are only acceptable in certain circumstances antl shall no[ be usetl without pnor approval from TriCo Cleanouts: 6° threadetl PVC raps Bedding: Use #8 crushetl stone ar hacNretl face aggregate The following materials are aueptabie for use in low-pressure sewer lateral installation or repair: H�PE pipe for directional dnllin9: DR 11 IPS, 7.25" diameter, PE4710 Connections shall be made via electmfusion or using polypmpylene or stainless steel compression fttinqs Eiecirofusion hfgh volume tapping tee, ratetl 200 psi, PE4710 125" IPS full port U4 tum fusible PE ball valve, ratetl 200 psi Threatletl swing check valve, 316 stainless steel, rated 200 psi Contact TriCo for acceptable pump station materials, equipment, pumps antl other requirements 7. Por grdvity and low-pressure systems, ihe line Ieaving the builtling shall not exceed 3' in length before a deanout must be added antl ihe line is hansitionetl to 6" dlameter SOR 35 PVC pipe. Glued joints are not allowed after 3'. No additional glued fttings are allowed behveen the builtling and the trdnsitioNcleanout For all grevity lines, deanouts shall not be spaced more than 700' apart between the building antl the sewer maia See TnCo's sfantlard drawings for more information on cleanout installation. 8. Bedding matenal shall be placed hom at least 6 inches below to 12 inches above the pipe surtace. The trench shall be a minimum of 18" wide with at least fi" of dearance an both sitles of the pipe. Material shall be placed over lhe pipe and tracer wire after inspection. Soft, unstable ar unsuitable matenal fauntl below antl near the lateral, inclutling any (II or foundation backfll material, must be removed antl replacetl with #8 stone. The cantractor is solety responsible for establishing stable pipe bedding canditions. 3. #70-AWG solid copper trecer wire shall be laid on top of and run ihe entire lengifi of ihe lateral. All splicing of tracer wire shall use 3M splice kit model OBR/V-6, Kinq Innovatian Dryconn Oirect Bury Wg Aqua catalog #90220, or TriCo approved 70. Laterals shall be installed at least 20' fmm water weils unless PVC pressure gratle pipe ls used. Any proposetl installation requinng pressure pipe shall be reviewed by TnCo pnor to installation. Where a iransition is matle between SDR 35 pipe antl pressure gratle SDR 21 pipe, a ductiie iron gasketed mechanical coupiings must be used. 1 L Laterals less ihan 5' deep sha�l be at least 24" from lhe pmperty line. Lateais more than 5' deep shall be at least 3fi" from the property �ine. Where the Iaterai runs in close proximity to ihe property line [he pmperty camers must be acwratety staketl by a pmfessional land surveyor pnor to inspection. 12 Laterals running paallel to a building or stmcNre shali be at least 36" from ihe face of a crawl space or slab on grade foundation antl 60" fmm the face ot a basement fountlatlon wall. Spacing requirements also apply with respect to ihe ancillary structure's fountlation depth. Ancillary structures (e g. window wells) and other utilities shall not be placetl over or nearthe lateral. TnCo may adjust requiremenis where fuWre access to Ihe lateral may be obstmcted by other utilitfes. The wntractor should call ta discuss further if he/she believes ihis wuld be an issue. 13. All infrastmcW re connected to TnCo's sewer system may be testetl, inspecteQ or televised at TriCo's discretioq and must remain accessible and propetly maintained. 14. Cali 8t i or 1-800382-5544 before you dig. For more informalion go to w�vw.indiana8l Lorg. TriCo Regional5ewer Llfility 10701 North College Avenue Suite A Indianapolis, Intliana 46280 Phone(317)-844-9200 Faz(377)-644-9203 ReviseE �3I19I2019 � TriCo Regional Sewer Utility � . 10701N.CollegeAvenueSuiteA Indianapolis,Indiana46280 phone3�7-844-9200 fax317-844-9203 www.trico.eco Residential 1 8. I permit Ordinance 12-08-08 Laferal Locafion Owner/ Occupant Informafion Atldress Number 1211 Owner Address2 .... .... ..... ... .... .......... FirstName. .. .... _. _ _. ._.. . . Sireet ...... ... ..... .... . WesNale Dr Last Name . ...- .. .... .. . . .. ...... ........ Ciry Carmel phone Number .. .. ..._ ._ ..__._.._.___._._ . . State M ___-_ ____..__. ......._.._. . .-.. - --.--.- .-. ..... MohileNumber ZipCode 46032 ..._ _. ....._.-. .__...._. Fax Number Subdivision � JacksonsGraM �� """"'—'�-" . ._ ..... ... EmailAddress SectionNumber - p . .... ...........__...__.__.__._. Lat Number . . . ... ... . .... ...... .. ... .. .. 286 Permitln/ormation .............�.... .................. .. OwnerAddressifDifferent Atltlress Number Address2__.. . ...._........._....._........... Street...... ..__ .._......... _ _..._._.__.... CiIY . ....... . . . . . . . . .... .. Stale. . ._.... . _ _ ..._ ....._ _.... ZipCotle ._ .... . . ................ . ...... . BuilderinPormation � euilder Wedgewood Builtling Company Phone Number 317-669-6315 Faciliry Features and Addition lnformation Slab Foundation Square Footage Crawl Space Waler Type Carmel Utilities Basement � YES Basemenl5tatus � Eector Pump Only Cleanout . ... . .. ... ... .. ...... .. . . . YES Main ID ....... .. .. . . JG891-JG892 EjectorPump VES LiftSlalion 26JacksonsGranl . . .... .... ._ _ .... .. . ._.._ ....._ .. .... __..... Sump Pump YES Grinder Station � � This program requires prior [o the sale/occupance of a property that the property ownedbuilder notify TriCo and schedule an inspec[ion. The inspection will verify that: • Downspouts are not connected to [he sanitary sewer • The sump pump is nol connected to the sanitary sewer • Geanout caps are in place and watertight • No yard dralns are conneded [o the sanitary sewer • There are no sinkholes or other indications that the sewer la[eral is leaking • 5 Ton or greater HVAC units do not dishcarge condenstion to the sanitary sewer. • If deficiencies are found, the property owner will he notified and must make corrections immediately. The property owner will need to schedule a follow up inspection. �f a certifcate of compliance is not issued within 30 days of the change in ownership, a sewer surchar/ge o�fS�1�per month will be assessed and added [o the sewer bill. Owner / Occupan`S'y2naWre: �`" Date: �/� z' � U � i APProvedBY: T� .'�'�'y{�.�� Date: j��ll'•C1n 1 �zo t�p� zo =M i: an JACKSON'S GRANT ON WIWAMS CREEN INST.p2019-038285 LOT �286 - SECTION 2 CITY OF CARMEL, INDIANA 1211 WESNALE �RIVE LOT SIZE: 18,69J SOFT. CONC. �RIVEWAY: 1,501} SO.FT. PUBLIC WALK: 42�i SO.FT. PRIVATE WALK 2253 SO.FT. SEEDING: 8,4863 SO.FT. 50�: 59J3 50.Y�. � � � � o�� -_ ' s: � ��AV��'0 ; � Tr • M N PLOT PLAN II _ PREPARED FOR WEDGEWOOD BUILDING COMPANY _ W -- - ___ 7_VALE DRIVE f (sa' R/v� - — (�o' e-e) scnFx i_zo� o.u. o- ss.e. �lao'a.�. �� I � PROPOSED RESIDENCE FP � 9]I.0 CAR. � 869]' BSM'T � 861.0' � °�a�Q(J4 A TFq ��o�'. � '` :. ��sTEqF :F�i y �P No. °: * ;LS20300026? * ; STnTE OF Jp. �i..�4.•• �NOIANP: �iCl` ,�� ror+cco wauou� LOT //286 18.693 S.F. I io' o.x ue. suMv oRew � �sna'� 11U.L � g I MCNXOL86'G/B92 ��\4 ��. � I6.00 4'Sw o. NHOLESlvYUST -�° � �A��CCESSIBLE u ii.n� oai� 5 i,T GflADE ��oa, �T ALL TIMES p.p1' 12.11' � SW � urvc � voRCH $ � No�: - oarvc ENmr m mr�roRu mTM an or uRu¢ sinxonaos - TIE LOCAiICNS. DIMENSIONS. AN� Po�TI RLONG }HE PRO�OSED PUBl1C SI�EWALH N£RE SLALFD OR iRKEN FROM ENGINFERING LONSTEUCTON GUNS PFEPRREO BY OTIERS OP RS PflO�IDED. - VEftIFT $ANITARY LAiEqAL LOLI,l10N PRIOR i0 CONSiFUCl10N - IT SMALL BE 1HE FESPONSIBNiY OF 1HF BUII➢EF/CCNIRFCTOP TO tERIF! TIE BURDING QQQ.Q — PROPOSED GRqDE �IMEN90N5. BOIIDING L�CI.lI0N5, TIE LOCAIIIX! Gf O1HEP PEAPNENT FE1NflE5 BND E1EV1➢ONS PPIOR LO WE SiART OF CONSIFOLTON. ME IN1ENpED USE CF iN15 GlOT PUN IS OO�.O — EXISTING GRADE GOR SELUFING BWtDING PERMOS ONLT ANp SHNL NOT BE USE� FOP �NT OT1ER POflPOY LA\Ilf�f9FI.0YMI;iTCONSULIIN4 �RVM�. TAT �AIE: 03/a9/30 SCAIF: 1' . JO' TD1TZ� & 14NDSl,XVfYING5t0.\9CF5 JOB� 3�-195 PEV_ I�IIL It650OI' N �4SniteulW0.3flY NORTN F� � � 4°�"' ZONED: wESTVALE 1�0 EEE HSE 871.0' �h �.t3nl-xoi-aysa ZONING: 10'/30' SIDE F.F.E. GAR: 869.7' Y ❑19}841 N962 ., rv�m mxuuoa� e.�amnw6�'mmoonhinaysom 20' REAR F.EE. BSM'T: 861.0'