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Home My WebLink About223JGB - Sewer Permit10701 N. Residential SANITARY SEWER PERMIT 999913179 Permit Type Final Subdivision Jacksons Grant Project WO 2017-1339 Section Number 4 Project Name Jacksons Grant Section 4 Lot Number 223 Project Developer Jackson's Grant Real Estate Company Address Number 506 Lift Station 26 Jacksons Grant Address 2 Treatment Plant MIX Street Elliot Creek Drive Parcel Acreage 0.27 City Cannel EDU in Gallons 310 Zip Code 46032 County Hamilton Local Sewer Charge- District Contribution 0.00 Builder Wedgewood Building Company Plan Review and Inspection 0.00 Application Fee 150.00 Phone Number 317-6696315 EDU Fee 1908.00 Owner Interceptor Fee 0.00 Phone Number Other Fees 0.00 Fees Due 2058.00 Occupant Invoice Number Phone Number PLEASE NOTE: Installation of building sewer shall be per the specifications of the TnCo Regional Sewer Utility (see reverse) and any conditions noted below. All installations shall be inspected by TnCo 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 TdCo'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 she which is the subject of this permit. Inspections by TnCo are MANDATORY and shall be arranged by contacting TriCo's office at 8449200 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: JG860JG861 Grease Trap Slab Foundation UBMH Grease Interceptor Crawl Space Manhole IDs JG -860 JG -861 DSMH Grit Interceptor Basement YES Lid Elevation 860.38 860.27 Grinder Station First Floor Elevation 863.20 883.20 Water Service City of Carmel Basement Elevation 853.20 853.20 Cakolaeon is based on loth Manhole Lid Eleva6'ons and the e2v Wn ofthe First Floor 2.82 2.931 Ft Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump Only JnnnnAI p^,,,,J,,,, TriCo m eptly requires that an I&I inspection is performed and a Certificate of Compliance is issued prior to occupancy / T sale of a property. Please review attached In 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 fro'n to structure. The terms of the conditional permit, if any, are listed below. p �! _ Plans have been submitted. All fees have been paid. _ No additional permits required. _ No manhole core peonb require The facility is not classified as a By signing below, 1 attest that I am fa with the Distri i; spa fl It`io�ns and agree to accept responaiNlily for all work done under this penrd Builder / Owner Signature l IAAJ t.�..� Phone Number -74,5 — �33 V50 Printed Name 04t t WA t 1 Approved By Ryan HataIamd Enviaear 02/26/2019 Permit is valid for OI1E-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 TnCo. 2. No foundation, Sump, Downspouts or other storm water drains shall be interconnected to TnCo's sanitary sewer as addressed through our III Ordinance and III Policy found on our website at www.trico.eco. 3. The existing sewer line from the building to the septic tank may only be used if it is located under a building addition, patio, porch or paved driveway. Air test is required to show if acceptable for re -use. The property owner shall bear the cost of all testing. The TnCo inspector must be onsite for the duration of the air test. 4. TnCo shall inspect ALL laterals. The owner or contractor shall notify TriCo prior to backfilling the installed lateral. Final connection shall only be made under direct supervision of a Trico inspector. An inspection must be scheduled 24 hours in advance of the required inspection. If an inspection fails and a second inspection is needed or the contractor is not on site for the scheduled inspection, a fee of $100.00 will be assessed and must be paid prior to the time of the follow up inspection. 5. Septic effluent shall not be pumped out into the sanitary sewer system. Property owners are hereby advised that the County Board of Health regulates the operation and maintenance of private sewage disposal (septic) systems. The County Ordinance provides in part that, upon connection to a public sewer, a septic tank "...shall be abandoned (pumped clean) and filled completely with earthen material or stone in a safe and sanitary manner." Please contact the appropriate County Board of Health for further information and to notify the department of the abandonment. 6. Acceptable Pipe Materials: PVC PIPE: SDR 35 or SDR 26, ASTM D3034, SIX INCH PIPE PVC PRESSURE RATED PIPE: SDR 21, ASTM D2241, SIX INCH PIPE RESTRAINED JOINT PVC PIPE (DIRECTIONAL DRILL): Yelomine SDR 21, ASTM D2241, SIX INCH PIPE (use only per approval of the District Engineer) GASKETED JOINTS: ASTM D3212, FITTINGS: SDR26 OR BETTER FERNCO OR SIMILAR FLEXIBLE COUPLINGS ARE TYPICALLY NOT ALLOWED WITHOUT APPROVAL OF TRICO'S ENGINEER. DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS, INDIANA SEAL SHEAR GUARD, AND/OR SDR 26 GASKETED REPAIR SLEEVES (Allowed) PRIVATE GRINDER PUMPS ACCEPTABLE PIPE MATERIAL: IF CONNECTING INTO A LOW PRESSURE FORCE MAIN- TriCo must be contacted for explanation of allowable pumps and pump requirements 1.25" HDPE DR11 IPS (IYP.) connections are to be made with (Polypropylene or Stainless Steel), Compression Fittings or Electrofusion ALL PUMP CONNECTIONS: Pumps located more than 3' perpendicular to or run longitudinally along the building for more than T shall have a cleanout installed and the pipe shall be transitioned to 6" SDR 35 pipe for connection into the pump station. CLEAN OUTS ARE TO BE LOCATED NO MORE THAN THREE FEET FROM THE FOUNDATION AND FOR GRAVITY LATERALS NO MORE THAN 100 FEET APART (please see Clean Out Details Type 2 and Type 3 for multiple cleanout installation requirements). CLEAN OUT CAP REQUIREMENTS: 6" PVC Threaded Caps 7. BEDDING- Use Number 8 crushed stone or Number 8 fractured face aggregate Number 8 stone backfill material is to be placed from 6 inches below to 12 inches above the pipe The trench should be a minimum of 18 inches wide (six inches on both sides of the pipe). Contractors must lay 10 Gauge Solid Tone Wire the entire length of the lateral. The wire is to be placed on top of the lateral. After the TriCo inspector has verified the placement of the wire, bedding is required to be placed on lop. 8. All splicing of tone wire shall be reconnected using either a 3M splice kit model DBR/Y-6, King Innovation Dryconn Direct Bury Lug Aqua catalog # 90220, or TriCo Engineer approved equal. 9. Laterals shall be installed no closer than 20 feet from water wells unless PVC pressure grade pipe is used, meeting SDR 21 and ASTM D2241 requirements. Any proposed installation requiring pressure pipe must be reviewed and accepted by TnCo and TriCo's Engineer prior to installation. 10. 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 must terminate within 3 feet of the building unless the conditions in item #3 above are met. Glued pipe is NOT allowed outside three feet of building foundation walls. 12. All extenors structures and piping are subject to be tested and/or televised upon TnCo's discretion. Examples of structures that may be included are manholes, grit interceptors, pump pits, grease interceptors, etc. 13. Additional information on TnCo standards and specifications may be obtained from our website at www.trico.eco or our office during business hours of 7:30 a.m. to 4:00 p.m. Monday through Friday 14. Call before you dig. IUPPS 1-800-3825544, 48 hours prior to digging. TriCo Regional Sewer Utility 10701 North College Avenue Suite A Indianapolis, Indiana 46280 Phone (317)-844-9200 Fax (317)-844-9203 Revised 0810712018 TdCo Regional Sewer Utility 10701 N. Collage Avenue Suite A Indianapolis, Indiana 46280 phone 317-844-9200 fax 317-844-9203 www.lrico, eco Residential I & 1 Permit Ordinance 12-08-08 Lateral Location Cleanout Owner / Occupant Information Address Number 506 Owner Address First Name Street Elliot Creek Drive Last Name City Carmel Phone Number State IN Mobile Number Zip Code 46032 Fax Number Subdivision Jacksons Grant Email Address Section Number 4 Lot Number 223 Permit Information YES Facility Features and Addition Information Slab Foundation Crawl Space Basement YES Cleanout YES Ejector Pump YES Sump Pump YES Grinder Station Program Specifications Owner Address if Different Address Number Address 2 Street City State Zip Code_....__ _.. Builder Information Builder Wedgewood Building Company Phone Number 317-669.6315 Square Footage Water Type City of Carmel Basement Status Ejector Pump Only Main ID J0860-JG861 LIR Station 26 Jacksons Grant a This program requires prior to the sale/occupance of a property that the property ownedbuilder 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 sewer surchargg.of $20 per month will be assessed and added to the sewer bill, 1a ( Owner/ Occupant Signature: (tkl� "IctU{-ltd Date: c I - Approved By: Date'. Z