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Home My WebLink AboutGN010.0 - 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 999913414 Permit Type Final Subdivision Sanctuary at 116th St Project WO ENG4312007 Section Number 2A Project Name Sanctuary at 116th Street Section 1, 2A, 3, 4A Lot Number 44-A Project Developer Platinum Properties Address Number 11823 Lift Station 16 Zionsville Presbyterian Station Address 2 Treatment Plant CTRWD WWTP Street West Road Parcel Acreage 0.46 City Zionsville EDU in Gallons 310 Zip Code 46077 Local Sewer Charge - District Contribution 0.00 Plan Review and Inspection 0.00 . ..... Application Fee ........... 150.00 EDU Fee 1908.00 Interceptor Fee 0.00 Other Fees 0.00 Fees Due 2058.00 Invoice Number County Hamilton Builder Paul Shoopman Home Building Group Phone Number 317-415-0459 Owner Phone Number Occupant Phone Number PLEASE NOTE: Installation of building sewer shall be per the specifications of the TriCo 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 TdCo'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. The building has: Main iD: SNT848-SNT8258 Grease Trap Slab Foundation DSMH Grease Interceptor Crawl Space Manhole ]Ds USMFi SNT 848 SNT-825i3 Grit Interceptor Basement YES Lid Elevation 906.56 906.16✓ Grinder Station First Floor Elevation 908,60908.60✓ Water Service City of Carmel Basement Elevation 899.52✓ 899.52 Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor 0 2.44 Ft. Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump Only TriCo currently requires that an [&I inspection is performed and a Certificate of Compliance is issued prior to occupancy I sale of a properrty. Please review attached III 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. All fees have been paid. No certificate of insurance required. No additional permits required. No manhole core permit required. The facility is not classified as a FOG facility. (Notes) By signing below, I attest that 1 am iG r with t District'MY-0 fications and agree to accept responsibility for all work done under this permit. Builder/ Owner Signature f L�. I �.Phone Number,` )-7— 60 P-226G, Printed Name( k bC_&,((J f Approved By Ryan Permit Is valid bict Engineer from the date issued. Permit valid only with Tri i T r i 'L g 9k4 .8QOME Flp6M1it��~�P 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 Fernco 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 #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 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 cleancut 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 trans itionlcleanout. For all gravity lines, Cleanouts shall not be spaced more than 100' apart between the building and the sewer main. See TriCo's standard drawings for more information an cleanout installation. S. 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 shalt use 3M splice kit model DBRIY-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 TriCo 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 corners must be accurately staked by a professional land surveyor prior to inspection. 12. Laterals running parailel 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. TriCo 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 properly maintained. 14. Call 811 or 1-800-382-5544 before you dig. For more information go to www.indiana811.org. TriCo Regional Sewer Utility 10701 North College Avenue Suite A Indianapolis, Indiana 46280 Phone (317)-844-9200 Fax (317)-844-9203 Revised 03119/2019