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Home My WebLink About283JGW - Sewer Permit10701 N. College Avenue Suite A Indianapolis, Indiana 46280 phone 317-844-9200 fax 317-844-9203 www.trico.eco Residential SANITARY SEWER PERMIT 999913396 Permit Type Final Subdivision Jacksons Grant Project WO Project Name Project Developer Lift Station Treatment Plant Parcel Acreage EDU in Gallons 641928663 Section Number Jacksons Grant Sec. 2 Lot Number SCM Development Address Number 26 Jacksons Grant Address 2 MIX Street 0.44 City Local Sewer Charge - District Contribution Plan Review and Inspection Application Fee EDU Fee Interceptor Fee Other Fees Fees Due Invoice Number 310 Zip Code County 0.00 Builder 0.00 150.00 Phone Number 1908.00 Owner 0.00 Phone Number 0.00 2058.00 Occupant Phone Number 2 283 1229 Westvale Dr Carmel 46032 Hamilton Wedgewood Building Company 317-669-6315 PLEASE NOTE: Installation of building sewer shall be per the specifications of the ThCo Regional Sewer Utility (see reverse) and any conditions noted below. All installations shall be inspected by TriCo personnel during "open trench" phase and before backfilling 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 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 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 844-9200 24 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. fhe building has: Grease Trap Grease Interceptor Grit Interceptor Grinder Station Slab Foundation Crawl Space Basement Main ID: Manhole IDs USMH Lid Elevation First Floor Elevation Water Service City of Carmel I Basement Elevation JG-895 / 870.98J - 871.5(W 861.30✓ JG-891 DSMH 868 64� Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor 0.52 Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump Only 871.50 {/ 861.30 2.86, Ft. TriCo currently requires that an W inspection is performed and a Certificate of Compliance is issued prior to occupancy / sale of a properny. Please review attached 1/1 Permit. Manholes shall remain accessible at all times. Buried manholes will be corrected by the Developer/Owner. 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. Plans have been submitted. 1oNa- sewe _ All fees have been paid. _ No certificate of insurance required. A _ No additional permits required. _ No manhole core permit required. W The facility is not classified as a FOG facility. (Notes) ° i 9ooNe- nM�� By signing below, I attest that I am f ' r thG Di bt's eci ations and agree to accept responsibility for all work done under this permit. Builder / Owner Signature Phone Number I (as — (03 q — oZiso Printed Name �aWt r ' -w e-% /\ Approved By y nva n, DistdctEngineer 09/09/2019 Permit is vali for ON -YEAR from the date issued. Permit valid only with TdCo seal in red ink. SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. Only one building may connect to the sewer main per lateral unless otherwise approved by TriCo. 2. Foundation drains, sump drains, downspouts and other storm water drains shall never be connected to the sanitary sewer. Site dewatering 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 TriCo. Contact TriCo for more information about air testing requirements. The property owner is responsible for testing costs. 4. TriCo 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 TriCo 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 D2241, 6" diameter PVC restrained joint pipe for directional drilling: Certaflo Greenline SDR 21. ASTM D2241, 6" diameter All gasketed joints shall meet ASTM D3212 All fittings shall be SDR26 or better Ductile iron mechanical joint fittings with proper hardware SDR 26 gasketed repair sleeves or Indiana Seal shear guard Femco and similar flexible couplings are only acceptable in certain circumstances and shall not be used without prior approval from TriCo Cleanouts: 6" threaded PVC caps Bedding: Use 98 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 1/4 turn fusible PE ball valve, rated 200 psi Threaded swing check valve, 316 stainless steel, rated 200 psi Contact TriCo 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 cleanout 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/cleanout. For all gravity lines, ceanouts shall not be spaced more than 100' apart between the building and the sewer main. See TrICO's standard drawings for more information on cleanout installation. 8. Bedding material shall be placed from at least 6 inches below to 12 inches above the pipe surface. The trench shall be a minimum of 18" 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 3M splice kit model DBR/Y-6, King Innovation Dryconn Direct Bury Lug Aqua catalog #90220, or TriCo 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 ThCo 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. TdCo 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 TriCo's sewer system may be tested, inspected, or televised at TriCo's discretion, and must remain accessible and property maintained. 14. Call 811 or 1-800-3825544 before you dig. For more information go to www.indiana811.org. TdCo Regional Sewer Utility 10701 North College Avenue Suite A Indianapolis, Indiana 46280 Phone (317)4844-9200 Fax (317)-844-9203 Revised 0311912019 TriCo Regional Sewer Utility 10701 N. College Avenue Suite A Indianapolis, Indiana 46280 phone 317-844-9200 fax 317-844-9203 www.trico.eco Residential I & I Permit Ordinance 12-08-08 Lateral Location Address Number 1229 Address 2 Street Westvale Or City Carmel State IN Zip Code 46032 Subdivision Jacksons Grant Section Number 2 Lot Number 283 Permit Information Facility Features and Addition Information Owner/Occupant Information Owner First Name Last Name Phone Number Mobile Number Fax Number Email Address Owner Address if Different Address Number Address 2 Street City State Zip Code Builder Information Builder Wedgewood Building Company Phone Number 317-669-6315 Slab Foundation Square Footage Crawl Space Water Type City of Carmel Basement Basement Status Ejector Pump Only Cleanout Main ID JG895-JG891 Ejector Pump Lift Station 26 Jacksons Grant Sump Pump Grinder Station Program Specifications ■ This program requires prior to the sale/occupance of a property that the property owner/builder notify TriCo 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 sew surcharge of $20 per month will be assessed and added to the sewer bill. c Owner/ Occupant �iZnature: t i'I\-YK ll�. Date: Li I C� I•,,�. 1 '� Approved By: rill"i'l 1: pNk A p, I Date APPROVED By Gm CmdIck at 5.31 pm, Sep 04, 2019 '19 SEP 9 N40:33 JACKSON'S GRANT o ON WILLIAMS CREEK M INST.#2018-036285 II LOT #283 —SECTION 2 CITY OF CARMEL, INDIANA 1229 WESTVALE DRIVE LOT SIZE: 19,181 SQ.FT. CONC. DRIVEWAY: 1,521t SQ.FT. PUBLIC WALK: 508t SQ.FT. PRIVATE WALK: 351t SQ.FT. SEEDING: 13,532f SQ.FT. SOD: 655t SQ.YD. MANHOLE T.C. =•B' M PLOT PLAN PREPARED FOR WEDGEWOOD BUILDING COMPANY WESTVgLE DRIVE 5 �, 6 B .' MANHOLE JG#B91 T.C.=.86'9�9dC �Q. 'SW D.U.& S.S.E. size. ° 1.W qMN I a 'p a.er aop• n.DO. . A./A/ CF MUST 9• PROP. hh 3.00' 28i' P 5' 'L9 DRIVE M 5.87 2a0p• 28oG•,� �A( R pF ,+ 25.D0' &6r N S 1'14FS I I PROPOSED zoo' 20. RESIDENCE F.F. = 871.5' I .R GAR. = 870.V if) n BShI'T = 851.3' CC) I 10.10' N I O 2o.3r p SOD h UNE aoo' I $ 16.0, 20.er 11.33• zoa' O IPORCH 8 $ I = UNE NE LOT #283 19 W ,181 S.F. I I d f rcl SUMP DRAIN T _ L �g� 10' D. & U.E �. _•...... • TEgF • $ = N0. ° _ * ?LS20300026E * _ NOTE: ••,•.• STATE OF — DRIVE ENTRY TO CONFORM WITH CITY OF CARMEL STANDARDS •• 1NDIANP •'• : — THE LOCATIONS, DIMENSIONS, AND WIDTH ALONG THE PROPOSED PUBUC SIDEWALK WERE SCALED OR TAKEN FROM ENGINEERING CONSTRUCTION PLANS PREPARED BY OTHERS OR AS PROVIDED. ••„•`.•�•-• OQ`` — VERIFY SANITARY LATERAL LOCATION PRIOR TO CONSTRUCTION ,SUR``� — IT SHALL BE THE RESPONSIBIUTY OF THE BUILDER/CONTRACTOR TO VERIFY THE BUILDING 000.0 — PROPOSED GRADE DIMENSIONS, BUILDING LOCATIONS, THE LOCATION OF OTHER PERTINENT FEATURES AND ELEVATIONS PRIOR TO THE START OF CONSTRUCTION. THE INTENDED USE OF THIS PLOT PLAN IS 000.0 — EXISTING GRADE FOR SECURING BUILDING PERMITS ONLY AND SHALL NOT BE USED FOR ANY OTHER PURPOSE LAND DEVELOPMENT CONSULTING ORWN: TAT DATE: 09/04/19 SCALE 1" = 30' TR�!lL & LAND SURVEYING SERVICES JOE 18-624 REV: ZONED: WESTVALE tOD F.F.E. HSE: 871.5' 11650Olio Road, Suitdi1000-289 NORTH Fishers, Indian 46037 Phone: (317}841-8754 ZONING: 10'/30' SIDE F.F.E. GAR: 870.2' •PGINT" YGUI+TBBRIGHTD19aMON• Fax:(317)-841-8762 E-mail: Tmy@TmenoIIhindy.eom 20' REAR F.F.E. BSM'T: 861.5'