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Home My WebLink About213JGB - Sewer PermitProjectWO Project Name Project Developer LiH Station Treatment Plant Parcel Acreage E�U in Gallons Indianapolis, Indiana 46280 phone 311-944-9200 fax 3�7-844-9203 w�mv.trico.em SANITARY SEWER PERMIT 999913559 Final Subdivision Jacksons Grent 2017-1339 Section Number q Jacksons Grant Section 4 Lot Number 273 Jackson's Grent Real Estate Company Address Num6er 26 Jacksons Grant Address 2 Local Sewer Charge - Disttict Conttlbution Plan Revlew and Inspectlon Appllcatlon Fee EDU Fee InterceptorFee OthetFees Fees Due Invoice Number MIX Street 022 ciry 310 Lp Code Counry o.�� guilder 0.00 150.00 Phone Number 1908.00 OWne� o.0a phoneNumber 0.00 2058.00 Occupant Phone Number 12241 Ha66y Horse Dnve Cafinel 46032 Hamilton Wedgewood Buiiding Company 317-669-6315 reverse) and any conditions nated below. All ins[allations shall 6e inspected by TnCo personnel dunng "open Vench" phase and before backflling wiN stone to hvelve inches above the pipe. NO footing or (oundation drains, or other sources of ground or stortnwater, shall be permitled to enter TriCo's sanitary sewer system. TriCo will assume no liability for drains which are below the grade level of the nearest downstream manhole nor for laterels which are extended beneath dnveways or sidewalks. The pertnit holder (property owner, developer or builder) will be responsible for damages b TriCo's sewer system. This indudes damages to manholes, castings, manhole lids and the like; caused by construclion activity on the building site which is the subject of this pertnit. Inspections by TriCo are MANDATORY and shall be arranged by contecting TnCo's office at 844-9200 24 hours in advance. All new construction will be placetl on billing two months after connection has 6een made or when waler is connected, whichever wmes frst. The building has: Maln ID: JG856JG857 Grease Trap Slab Foundation Greaselnterceptor CrawlSpace ManholelDs USMH JG-B56 / ,IG-857 DSMH Grit Interceptor Basement YES Lie Elevation 861 ]s ✓ 861.88 ✓ Grinde� Station First Floor Elevalian 863.80 ��/ 863.80 � Watef ServiCe Cartnel Utilities 8asemen[ EleVallon 853.80 • 853.80 � Celculafion is W sed an bof� Manfrole Lid Elevafions and Ne eleveflon oltha First Floor 2.04 1.92 F[. Per Ordinance 9-13-99 and ihe elevalions provided, the subs4ucture shall be plumbed by: Ejectof Pump Only �TnCo currenHy requires ihat an I81 inspeclion is pertormed and a Certificate of Compliance is issued pnor ro ocwpancy / sale of a propertry_ Please review atlachetl i/1 Permit. �MaMoles shall remain accessible al all limes. Bunetl manholes wili be conec[ed by lhe Developer/Owner. � The proper class ot cleanoul must be installed every 100 feet of lateral pipe measured hom sewer main to siructure. The lerms of the contlltlonal permlt, If any, are Ilstetl helow. Plans have been submitted. All fees have been paid. No manhole core permit required. The facility is not ctassified as a FOG By sipmng below, I atteat fiat I ai Builder / Owner Signature Pnnted Name Approved By agree to acrcpt responsibility br all wark tlone unCer Nfc pertnit. _ e, Phone Number—I �oS —(03� - oZ I�L> w�F � i r i Pertnit is valid fo�ONF�1'EAR hom [he tlale issuetl. Perm'R valid only wiID SUMMARY OF LATERAL INSTALLATION REQUIREMENTS i. Only one building may connect to the sewer main per lateral unless otherwise approved by TriCo. 2. Foundation drains, sump drains, tlownspouts antl other slortn water tlrains shall never be wnnectetl to ihe sanitary sewer. Sile dewatenng systems shall never be discharged to the saniWry sewer. 3. The ezisting sewer line from the builtling ta Ihe septic tank may only be reused it it is located under a building atltlition, patia, porch or paved tlnveway, and the line passes an air test that is observed by TnCo. Contact TriCo br more infortnation about air testing requirements. The property ovmer is responsible for testing costs. 4. TnCo shall inspect all new laterals or lateral repairs in Iheir entirery. Final connection m the sanitary sewer must be abserved by Tnco. The pmperty owner or conNactor must noti(y TnCo prior to bac�lling. Inspections must be schetlNed a[ least 24 hours in advance. If an inspection hils and subsequent inspections are required, or itthe mnhac[or is not on site for the scheduled inspection, a$100 tee will be assessed and must be paitl pnor to schetluling the reinspection. 5. Septic system contents or eifluent shall never be dischar9ed lo the sanitary sewer. Be advised ihat your wunry health department regulates septic systems. Upon connection to sanitary sewer, a septic tank must typically 6e abandoned, pumped clean, anC filled completely with earthen matenal. Contact your county health tlepartment for mare informafion on septic system and abantlonment requirements, and to natify the department of any abandonment. 6. The following ma�enals are acceptable for use in graviry sewer lateral insWllation or repair. PVC pipe: SDR 35 or SDR 26, ASTM D3034, 6" tliameter PVC pipe, pressure rated: SOR 21, ASTM 02241, 6" diameter PVC restrainetl joint pipe Por directional dnlling: Certaflo Greenline SDR 21, ASTM D2241, 6" tliameter All gasketed joints shall meet ASTM D3212 All filfings shall be S�R2fi or better �ucfile iron mechaniwl joint fttings with praper hardware S�R 26 gasketed repair sleeves or Indiana Seal shear guard Femm and similarflezible wuplings are onty acceptable in certein urcumstances and shell nol be useC vrithout pnor approval from TnCo Cieanouts: 6' ihreatled PVC caps Betltling: Use #H croshetl stone orfrectured face aggrega[e The tollowing matenais are acceptable tor use in low-pressure sewer lateral installation or repair: HDPE pipe for tlirectional dnlling: OR 11 IPS, 1.25" diemeter, PE4710 Connections shall be matle via electrofusion or using polypropylene or stainless steel compression fttings ElectroPosion high volume tapping tee, rated 200 psi, PE4710 125" IPS iull port 1/4 tum fusible PE ball velve, rered 20o psi Threatled swing check valve, 316 stainless steel, ra[ed 200 psi Contact TnCo for acceptable pump sfatian matenals, equipment, pumps and other requiremenLs 7. For gravity entl low-pressure systems, the line leaving the building shall not exceed 3' in lengih before a cieanout mus[ be added and the line is Irdnsitioned to 8' diameter SDR 35 PVC pipe. Glued joints are nat allowetl afier 3'. No atltlilional glued fitlings are allowed belween the builtling and the transi[ion/cleanout. For all grevity lines, cleanouts shall not be spaced more ihan 100' apart behveen the builtling and the sewer main. See TnCo's stantlard drawings for more infortnation on cleanout installation. 8. Bedding matenal shall be placetl from al leas[ 6 inches below to 12 inches above the pipe surtace. The t2nch shall be a minimum ot 18' wide with at least 6" of clearance on both sidas of the pipe. Matenal shall 6e placed orerthe pipe antl tracer wire after inspection. Soft, unstable or unsuitabie matenal found 6elow and near iha Iaterei, including any NI or foundation bac�ll matenal, must be removed and repiaced with #e stone. The conVactor is solery responsible tor establishing stable pipe bedding wnditions. 9. #10.AWG solitl copper tracer wire shell be laid on Wp of and run iha entire fengM af ihe laterel. AII splicing of iracer vnre shall use 3M splice kit model OBR/Y-6, King Innova�ion Dryconn Direct Bury Lug Aqua catalog #90220, ar TriCo approvetl 10. Laterals shall be insfalled at least 20' from water wells unless PVC pressure grade pipe is used. Any proposetl instaliation requinng pressure pipe shell be reviewed by TnCo pnor ro insWllation. Where a transition is made belween SDR 35 pipe antl pressure grade SDR 21 pipe, a duRile iron gasketed mechanical couplings must be usetl. 11. Laterals less than S tleep shall be al least 24" from the property line. Laterals more lhan 5' deep shall be at least 38" from the property line. Where Ihe lateral runs in clou pmzimity to the property line ihe property comers must be accuretely staked by a professional land surveyor pnor to inspection. 12 Laleals iunnin8 Paallel to a building or structure shall be at least 36" from ihe !ace of a crewl space o� slab an grade foundation antl 80" ham the faca of a basement fountlation wall. Spacing requirements also apply with respect ro the ancillary sWcture's foundation depth. Mcillary structures (e.g. window wells) and other utilities shall not be placed over or near Me laterei. TnCo may atljust requirements where future access to the lateral may be obstmc[ed by a[her utilities. The contrac[or should wll W discuss furiher if hGshe believes this wuld be an issue. 73. All inhasW cture wnnectetl to TnCo's sewer system may be fesleC, inspecteq ar televised at TnCo's discretion, antl must remain accessible and properly maintained. 14. Ca11811 or 1-80�362-5544 betore you di8� For more infortnation go to www.indiana811.org. TnCo Regionel Sewer Utiliry 1070'I Notl� College Avenue Suite A Indianapolis, Intliana 46280 Phone (377}844-9200 Farz (317)-844-9203 Revised WH92019 � TriCo Regional Sewer Utility � W701N.CollegeAvenueSuiteA Indianapolis,Indiana46280 phone317-844-92�� fax317-8449203 www.trico.eco Residential 1& 1 Permit O�dinance 12-08-OB Lateral Location Owner/Occupant Information Address Number 12241 Owner Address2 ... ...... ....._.. .. ..... .. FirsiName.... . . . . ... ....... .. Street __. . Hobby Horse Drive Last Name � � City . . Carmel phone Number StateIN -__._... .. ......_.._. _____. � � .--.. . . . . . Mobile Num6er ZiP Code . . .. .. .. . . . . .. 46032 Fa: Number ...-..... .......... .... ..... Subtlivision Jacksons Gran� Email Address Section Number 4 � � - � - - � Lot Number � � 213 Permitlnformation � � � OwnerAddressifOiHerent Adtlr¢ss Number Address2 ..... . ........_. _... _ ._.. SUee� ... . ._.._.__ .. _ .. _.. City.... ... _._-___..... ... ..._._ .. State . .. ......____.. ... .... ._ ZiPCode . .. ........ . _..._.. . . _..... Builtler Intorm ation . . . . � . ... .... . . . ..... euilder Wedgewood Building Company Phone Number � 317-669-6315 Facilify Features and Addifion lnformation Slab Foundatlon Square Footage Crawl Spa<e WaterTyp¢ Cartnel Ulilities Basement , YES eas¢ment Status � Ejector Pump Only Cleanout VES Main ID JG856-JG857 EjectorPump VES LiftSWlion 26JacksonsGrant _...__ ........._ .... .... . .. . . SumP Pump YES ... ... ........ . .. . . . Grinder Station . . .. .. . . . .. .. ... .. . ... . . . ... . • This program requires prior to the sale/occupance of a property that the property owner/builder notify TriCo and schedule an inspec[ion. The inspeIXion will verify that • Downspouts are not connected to the sani[ary sewer • The sump pump is not connected to the sani[ary sewer ' Cleanout caps are in place and watertigh[ ' No yard drains are connected to the sanitary sewer • There are no sinkholes or other indications lhal lhe sewer lateral is leaking • 5 Ton or greater HVAC units do no[ dishcarge condenstion to [he sanitary sewer. • If defciencies are found, the property owner will be notifed and must make wrrections immediately. The propeity owner will need to schedule a follow up inspection. If a certifca[e of compliance is not issued within 30 days of the change in ownership, a sewar surcharge, of $20 per mon[h will be assessed and added to ihe sewer bill. \ � I � . � Owner / Oocupent � tura: � �,(� _ � �� - �ate' � �'� `�� -� � Approved By: �jp`p A Date: � '20 JfdN 28 ?w 3:86 JACKSON'S GRANT ON WIWAMS CREEK INST.f�201 B-009549 LOT #213 - SECTION 4 CITY OF CARMEL, INDIANA 12241 HOBBY HORSE DRIVE LOT SIZE: 9,�5] SO.FT. CONG DRIVEWHV: 1,030t SO.FT. PUBLIC WALK�. 2953 SO.FT. PRIVA'fE WALK�. 16} SQ.FT. SEEDING: 1,]63} SO.FT. SOD: 4223 SQ.YD. 0��"Q��. A �R"'��i �� ' Q�NOqEoC(Z • * •;LS20300026; * �, STATE OF ,•' % ( '••:/NDIPH�',:' ��'�� SUR�E„��: �c-Bsv T,C, � B61]fi m" � Mq � ;�o�^�sEwEp HOBBY HO SE DRI_VE qf��y0(F so /w7 _ . . . hrA-- _�' /� 1Qq\�y7y ''�. �ao� -e) $A CCF �� 9 I' T GFqOF �Q�F "T N �d1 M �M 6 fJ. �— n SIOEWRIX y � �I Bfil.1 p�` 3I is.ao' +` —� n _ __ ___ .\ . �""a�" ee�.e _ z�.ao' PflOP. \ g RIK 8 zs. \ z oo' g u.v'r � 1,CO' ]AO' ].BY m O) 30.25' a � PROPOSED �� `� � RESIDENCE � � Ef. � 86].B• N GAF. � 9625� � BSaT s 853.8' �Y s —� IBW' �CO' H PORLH �54T 50� �S.$)' m � �a' r.o,es.i, so' a.o.c. 40� V.E k B.M.flE �'�" SIIMP OFNN � eso� 7�.04' � / � / � — — — — —7�' i `� K.� / NO FIVE EN1RT TO CIXiFIXiM N1lN Llh Of CFRMEL STAND�flDS - T1E LOCALONS, �IMENSIONS. ANO Po�TI PLONG TIE PPOPOY� PVBIIL 9CEWRLN N£FE SLAI£� OR iqKEN FRON ENGNF£RMG LONS1ROLilON PlpNS PREPAREO BT OT1ER$ OR AS PRONOEO. - KRIFT S�NRI.FT IAIERqL LOCAPON PFIOR i0 CONSWU<110N - IT SHnLL BE 1HE flE5PON51BIUtt Cf 1HE BUIIDER/L(Ni1PALltft i� VERIFY 1HE Bull➢IrvG OOO.O — PROPOSED GRADE �IMENSIONS, BURDING LOCR➢ONS. TE LOLATON OF OT1Efl PERIINENT ffANFES ANO EIEVAilONS PRIOfl TO ME $TFRi W CONSWl1L¶ON. iHE MIENDEO USE CF iH15 PLOT PLAN IS OOO.O — EXISTING GRADE FOF SFWRING 6UR➢ING PERMIIS CNLY ANO SHALL NOt BE UYD FOR ANY OTIEfl PVRPOSE. L1hl)OkNLOPMINffI)AyUCILG DFKN: TAi �AiE'. TDtTC & L1�� lNb4YIN(SFNVICtS JOB� 19-065 REV.- ��1� 1165U01 ft a fui�'AIIXp1N9 p � �� a�� ZONED: BRIDGEMONT NOR7I/ Pn n��.w��.�ua mwNc s/ia' sioe F tii�>eai amx i, �oi. �ix_ .anon _m.� .,N,,. ��.,,,,.,n,.,m.,,m 20� REAR M N PLOT PLAN II _ PREPARED FOR WEDGEWOOD BUILDING COMPANY acvaovea '� EEE. HSE' 863.8' F.F.E. GAR: 862.5' F.F.E. BSM T' 853.8�