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Home My WebLink About3JGB - 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 999913214 Permit Type Final Subdivision Jacksons Grant Project WO Project Name Project Developer Lift Station Treatment Plant Parcel Acreage EDU in Gallons ENG22015 Section Number Jacksons Grant 1 B Lot Number JG Development Co, LLC Address Number 26 Jacksons Grant Address 2 MIX Street 0.24 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 Phone Number 1B 3 496 Bridgemont Lane Carmel 46032 Hamilton Wedgewood Building Company 317-669-6315 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 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. The building has: Main ID: County 0.00 Builder 0.00 150.00 Phone Number 1908.00 Owner 0.00 Phone Number 0.00 862.60t� 2058.00 Occupant Phone Number 1B 3 496 Bridgemont Lane Carmel 46032 Hamilton Wedgewood Building Company 317-669-6315 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 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. The building has: Main ID: JG864JG865 Grease Trap Slab Foundation Grease Interceptor Crawl Space Manhole IDs USMH JG -864 JG -865 DSMH Grit Interceptor Basement YES Lid Elevation 859 ✓ 858.28 Grinder Station First Floor Elevation 862.60/ 862.60t� Water Service City of Carmel Basement Elevation 852.60 t/ 852.60 Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor 3.60 4.32. Ft. Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump Only TriC0 currently requires that an W inspection is performed and a Certificate of Compliance is issued prior to occupancy / sale of a properrty. 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 measu ain to structure. The terms of the conditional permit, if any, are listed below. OF.Er'x Grid r` Plans have been submitted. M1 All fees have been No certificate of insurance No additional permits required. No manhole core permit required. The facilitv is not classified as a FOG By signing below, I attest that I am Builder / Owner Signature Printed Name I�aA+: Or -- Approved By (Notes) and agree to accept responsibility for all work d ne under this permit. 1 f Phone Number_(7(,3S k�V - a k's c ,e t n 03/25/2019 Permit is vali for O -YEAR from the date issued. Permit valid only with ThCo 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. No foundation, Sump, Downspouts or other storm water drains shall be interconnected to TriCo's sanitary sewer as addressed through our 1/1 Ordinance and I/I 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 TriCo inspector must be onsite for the duration of the air test. 4. TriCo shall inspect ALL laterals. The owner or contractor shall notify ThCo 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 (TYP.) connections are to be made with (Polypropylene or Stainless Steel), Compression Fittings or Electrofusion ALL PUMP CONNECTIONS: Pumps located more than T 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 top. 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 TdCo 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 exteriors structures and piping are subject to be tested and/or televised upon TriCo's discretion. Examples of structures that may be included are manholes, grit interceptors, pump pits, grease interceptors, etc. 13. Additional information on TriCo 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 1-800-382-5544, 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 08/07/2018 Colleen Byrnes From: Ryan Hartman Sent: Thursday, February 14, 2019 4:15 PM To: Ryan Hartman Subject: TriCo Sanitary Sewer Specification Update To whom it may concern, TriCo is in the process of rewriting lateral specification as we are finding too many unacceptable changes being made in the field. If your sanitary sewer lateral does not line up with the approved plot plans TriCo will fail the Inspection. TriCo asks that plot plans get revised, submitted and re -stamped for approval prior to an inspection. The following additional requirements are effective Immediately: 1. Laterals less than 5' deep shall be at least 24" from the property line. Laterals less than 7' 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 staked prior to Inspection. 2. Laterals running parallel to a 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. 3. Ancillary structures (e.g. window wells) and other utilities shall not be placed over or near the lateral. The above spacing requirements apply with respect to the ancillary structure's foundation depth. 4. Trico may adjust requirements where future access to the lateral may be obstructed by other utilities. The permit holder should call to discuss further if he/she believes this could bean Issue. Ryan Hartman, District Engineer TriCo Regional Sewer Utility 10701 North College Avenue, Suite A, Indianapolis, Indiana 46280 Phone 317-844-9200 • Direct 317-660-6604 • Website www.trico.eco • Email ryan.hartman() Clay Township Regional Waste District is now TriCo Regional Sewer Utility. New Name Same Great Utilit 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 1 & 1 Permit Ordinance 12-08-08 Lateral Location Address Number Address 2 Street City State Zip Code Subdivision Section Number Lot Number Permit Information _ Owner/Occupant Information 496 Owner Facility Features and Addition Information Slab Foundation Crawl Space Basement Cleanout Ejector Pump Sump Pump 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 First Name Bridgemont Lane Last Name Carmel Phone Number IN Mobile Number 46032 Fax Number Jacksons Grant Email Address 1B 3 Facility Features and Addition Information Slab Foundation Crawl Space Basement Cleanout Ejector Pump Sump Pump 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 City of Carmel Ejector Pump Only JG864-JG865 26 Jacksons Grant ■ 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 sewer surcharge_ of $20 per month will be assessed and added to the sewer bill. Owner/ Occupant Signature: k\k\ VLk 4 N Date: Approved By: �,,,T e ►.��.�n,e Date: 3, 2z —1 7669 Square Footage Water Type YES Basement Status YES Main ID YES Lift Station YES City of Carmel Ejector Pump Only JG864-JG865 26 Jacksons Grant ■ 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 sewer surcharge_ of $20 per month will be assessed and added to the sewer bill. Owner/ Occupant Signature: k\k\ VLk 4 N Date: Approved By: �,,,T e ►.��.�n,e Date: 3, 2z —1 7669