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Home My WebLink About215JGB - Sewer PermitAvenue Suite A IKesiaeriyaf SANITARY SEWER PERMIT 999913392 Permit Type Final Subdivision Project WO 2017-1339 Section Number Project Name Jacksons Grant Section 4 Lot Number Project Developer Jackson's Grant Real Estate Company Address Number Lift Station 26 Jacksons Grant Address 2 Treatment Plant MIX Street Parcel Acreage 0.22 City EDU in Gallons 310 Zip Code County Local Sewer Charge - District Contribution Plan Review and Inspection Application Fee EDU Fee Interceptor Fee Other Fees Fees Due Invoice Number 0.00 Builder 0.00 150.00 Phone Number 1908.00 Owner 0.00 Phone Number 0.00 2068.00 Occupant Phone Number 4 215 19999 Hobby Horse Drive Cannel 46032 Hamilton Wedgewood Building Company 317-669-6315 rL OM NU i C: insianauon oT oonaing sewer snau oe per the specincations otme 1 nGo Negional Sewer Utility (see reverse) and any conditions noted below. All installations shall be inspected by TriCo personnel during "open trench" phase and before backflling with stone to twelve inches above the pipe. NO footing or foundation drains, or other sources of ground or stormwater, shall be permitted to enter ThCo's sanitary sewer system. TriCo will assume no liability for drains which are below the grade level of the nearest downstream manhole nor for laterals which are extended beneath driveways or sidewalks. The permit holder (property owner, developer or builder) will be responsible for damages to TriCo's sewer system. This includes damages to manholes, castings, manhole lids and the like; caused by construction activity on the building site which is the subject of this permit. Inspections by TriCo are MANDATORY and shall be arranged by contacting TriCo's office at 844-920024 hours in advance. All new construction will be placed on billing two months after connection has been made or when water is connected, whichever comes first. The building has: Main ID: JG856JG867 Grease Trap Slab Foundation Grease Interceptor Crawl Space Manhole IDS USMH JG-856 JG-857—DSSMMH— Grit Interceptor Basement YES Lid Elevation 861.76✓861.88J Grinder Station First Floor Elevation 864.70✓// / / 864.70� Water Service City of Cannel Basement Elevation 854.70 J 854.70 ✓ Caloulalion is based on both Manhole Lid Elevations and me elevation o/the First Flow _ 2.94 2.82 Ft. Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump Only P« TnCo currently requires that an I&I inspection is performed and a Certificate of Compliance is issued prior to occupancy / sale of a property. Please review attached 1/1 Permit TA Manholes shall remain accessible at all times. Buried manholes will be corrected by the Developer/Owner. %C a The proper class of cleanout must be installed every 100 feet of lateral pipe measured from sewer main to structure The terms of the conditional permit, if any, are listed below. `GOAL asty Plans have been submitted, eo a9� All fees have been paid. o �A No certificate of insurance required. tf t _ No additional permits required. TriCo _ No manhole core permit required. The facility is not classified as a FOG facility. 8 (Notes) ¢' HONE-M1MRy nM ,mvnyccw1—. LceMuusu,IllY lur all m m none uneer due permit. Builder/Owner Signature Phone Number 31,7 G69 t7 G31� Printed Name f A v l A j`•r,pi%— Approved By Rv.6NEAR c, 'lEnpnes, 09/05/2019 Permit is valid fo from Ne date i.sued. PertnR valitl only with TriCo seal in red ink. SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. Only one building may conned to the sewer main per lateral unless otherwise approved by TnCo. 2. Foundation drains, sump drains, downspouts and other storm water drains shall never be connected to the sanitary sewer. Site dewatenng systems shall never be discharged to the sanitary sewer. 3. The existing sewer line from the building to the septic tank may only be reused if it is located under a building addition, patio, porch or paved driveway, and the line passes an air test that is observed by TnCc. Contact TriCo for more information about air testing requirements. The property owner is responsible for testing costs. 4. TnCo shall inspect all new laterals or lateral repairs in their entirety. Final connection to the sanitary sewer must be observed by Trico. The property owner or contractor must notify TnCc prior to backfilling. Inspections must be scheduled at least 24 hours in advance. If an inspection fails and subsequent inspections are required, or if the contractor is not on site for the scheduled inspection, a $100 fee will be assessed and must be paid prior to scheduling the reinspection. 5. Septic system contents or effluent shall never be discharged to the sanitary sewer. Be advised that your county health department regulates septic systems. Upon connection to sanitary sewer, a septic tank must typically be abandoned, pumped clean, and filled completely with earthen material. Contact your county health department for more information on septic system and abandonment requirements, and to notify the department of any abandonment 6. The following materials are acceptable for use in gravity sewer lateral installation or repair. PVC pipe: SDR 35 or SDR 26, ASTM D3034, 6' diameter PVC pipe, pressure rated: SDR 21, ASTM =41, 6' diameter PVC restrained joint pipe for directional drilling: Certafto Greenline SDR 21, ASTM D2241, 6' diameter All gasketed joints shall meet ASTM D3212 All fittings shall be SDR26 or better Ductile iron mechanics] joint fittings with proper hardware SDR 26 gasketed repair sleeves or Indiana Seal shear guard Femw and similar flexible couplings are only acceptable in certain circumstances and shall not be used without prior approval from TnCo Cleanouts: 6' threaded PVC caps Bedding: Use #8 crushed stone or fractured face aggregate The following materials are acceptable for use in low-pressure sewer lateral installation or repair. HDPE pipe for directional drilling: DR 11 IPS, 1.25' diameter, PE4710 Connections shall be made via electrofusion or using polypropylene or stainless steel compression fittings Electrofusion high volume tapping tee, rated 200 psi, PE4710 1.25' IPS full port 114 turn fusible PE ball valve, rated 200 psi Threaded swing check valve, 316 stainless steel, rated 200 psi Contact TnCo for acceptable pump station materials, equipment, pumps and other requirements 7. For gravity and low-pressure systems, the line leaving the building shall not exceed 3' in length before a deanout must be added and the line is transitioned to 6' diameter SDR 35 PVC pipe. Glued joints are not allowed after 3'. No additional glued fittings are allowed between the building and the transition/deanout For all gravity lines, deanouts shall not be spaced more than 100' apart between the building and the sewer main. See TnCo's standard drawings for more information on deanout installation. 8. Bedding material shall be placed train at least 6 inches below to 12 inches above the pipe surface. The trench shall be a minimum of 1 B' wide with at least 6° of clearance on both sides of the pipe. Material shall be placed over the pipe and tracer wire after inspection. Soft, unstable or unsuitable material found below and near the lateral, including any fill or foundation backfill material, must be removed and replaced with #8 stone. The contractor is solely responsible for establishing stable pipe bedding conditions. 9. #10-AWG solid copper tracer wire shall be laid on top of and run the entire length of the lateral. All splicing of tracer wire shall use 31y splice kit model DBRN-6, king Innovation Dryconn Direct Bury Lug Aqua catalog #90220, or TnCo approved 10. Laterals shall be installed at least 20' from water wells unless PVC pressure grade pipe is used. Any proposed installation requiring pressure pipe shall be reviewed by Tr Co prior to installation. Where a transition is made between SDR 35 pipe and pressure grade SDR 21 pipe, a ductile iron gasketed mechanical couplings must be used. 11. Laterals less than 5' deep shall be at least 24' from the property line. Laterals more than 5' deep shall be at least 36' from the property line. Where the lateral runs in close proximity to the property line the property comers must be accurately staked by a professional land surveyor prior to inspection. 12. Laterals running parallel to a building or structure shall be at least 36' from the face of a crawl space or slab on grade foundation and 60' from the face of a basement foundation wall. Spacing requirements also apply with respect to the ancillary structure's foundation depth. Ancillary structures (e.g. window wells) and other utilities shall not be placed over or near the lateral. TnCo may adjust requirements where future access to the lateral may be obstructed by other utilities. The contractor should call to discuss further if he/she believes this could be an issue. 13. All infrastructure connected to TdCo's sewer system maybe tested, inspected, or televised at TdCo's discretion, and must remain accessible and property maintained. 14. Call 811 or 1-800382-5544 before you dig. For more information go to www.indiana811.org. TnCo Regional Sewer Utility 10701 North College Avenue Suite A Indianapolis, Indiana 46280 Phone (317)-844-9200 Fax (317)4844-9203 Revised 03/1912019 TriCo Regional Sewer Utility 10701 N. College Avenue Suite A Indianapolis, Indiana 46280 phone 317-844-9200 fax 317-844-9203 www.tdco.eco Residential 1 & 1 Permit Ordinance 12-08-08 Lateral Location Owner/Occupant Information Address Number 12229 Owner Address 2 First Name Street Hobby Home DrYs Last Name City Carmel Phone Number State IN Mobile Number Zip Code 40032 Fax Number Subdivision Jacksons Grant Email Address Section Number 4 Lot Number 215 Permit Information Owner Address if Different Address Number Address2 Street City State Zip Code Builder Information Builder Wedgewood Building Company Phone Number 317-669-6315 Facility Features and Addition Information Slab Foundation Square Footage Crawl Space _ Water Type City of Cannel Basement YES Basement Status Ejector Pump Only Cleanoul YES Main lD JG856-JG857 Ejector Pump YES LIB Station 26 Jacksons Grant Sump Pump YES Grinder Station • This program requires prior to the sale/occupance of a property that the property owner/builder notify TdCo and schedule an inspection. The inspection will verify that: • Downspouts are not connected to the sanitary sewer • The sump pump is not connected to the sanitary sewer • Cleanout caps are in place and watertight • No yard drains are connected to the sanitary sewer • There are no sinkholes or other indications that the sewer lateral is leaking • 5 Ton or greater HVAC units do not dishcarge condenstion to the sanitary sewer. • If deficiencies are found, the property owner will be notified and must make corrections immediately. The property owner will need to schedule a follow up inspection. If a certificate of compliance is not issued within 30 days of the change in ownership, a sewer surcharge of $20 er month will be assessed and added to the sewer bill. v / //j i� 1r Owner / Occupant Signature: Date: Approved By: r— Date: APPROVED ex W r..eKxn v:ss.x. a.R a, m1v 119SEP 5AN9'00 JACKSON'S GRANT ON WILLIAMS CREEK INST.p2018-009549 LOT #215 — SECTION 4 CITY OF CARMEL, INDIANA 12229 HOBBY HORSE DRIVE LOT SIZE: 9,6DO SO.FT. CONIC. DRIVEWAY: 1,196t SOFT. PUBLIC WALK: 334t SO.FT. PRIVATE WALK: Ot SO.FT. SEEDING: 2,1853 SO.FT. SOD: 365t SO.VD. M PLOT PLAN II PREPARED FOR WEDGEWOOD BUILDING COMPANY 1156 T.C. - 86138' A. Z_ NOTE- - DRIVE ENTRY TO CONFORM WN CITY M CARMEL STANDARDS - NE LOCAnONS. DIMENSIONS, AND WON ALONG THE PROPOSED PUBLIC SDEWALK WRE SCALED OR TAKEN FROM ENGINEERING CMSTRUCTWN PLANS PREPARED BY OTHERS OR AS PRONDED. - VERIFY SANITARY LATERAL LOCATON PRIOR TO CONSTRUCTION - IT SHALL BE THE RESPONSBII3TY OF THE BUILDER/CMIRACTM TO VERIFY NE BUILDING 000.0 — PROPOSED GRADE DDAMSMS. BUILDING LDDATONS. THE ,OCAnON DF ONER PERTINENT FEATURES AND ELEVATMS PRIM TO THIN START OF CONSTRUrnDN. THE INTENDED USE OF THIS PLDT PLAN IS 000.0 — EXISTING GRADE FOR SECURING BUILDING PERMITS MLY AND SHALL NOT BE USED FOR ANY OTHER PURPOSE ,AND DEVELONALM' CONSULTWG DAMN: TAT DATE O9/03/19 SCALE: 1' = 30' �{�� TRL A uNDSURVEYINGSERVICES JBBR 19-621 REV.: ZONED: BRIDGEMONT F.F.E. HSE: 864.7' NORTH Fnh.I I. 46Bimp1000-389 Fu6m.lndiw a603T Fu ZONING: 5'/10' SIDE F.F.E. GAR: 863.4' •roltn'Iw Yuu lx Txe Al[NI'WQTKIH' (317YPi.87RTSa F il: Tj-0AI RT61 Cw:,: Tmy®TrvmaMiMy.wm 20' REAR F.F.E. BSM'T: 854.7'