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Home My WebLink AboutSewer Permit- JG93- _ 34V: 10701 N. College Avenue Suite A Indianapolis, Indiana 46280 phone 317-844-9200 fax 317-844-9203 www.trico.eco Residential SANITARY SEWER PERMIT 999913465 Permit Type Final Subdivision Jacksons Grant Project WO ENG17652013 Section Number 1A Project Name Jacksons Grant 1A Lot Number 93 Project Developer Billy Creek Assocs.,LLC Address Number 1238 Lift Station 26 Jacksons Grant Address 2 Treatment Plant MIX Street Skytag Drive Parcel Acreage 0.35 City Carmel EDU in Gallons 310 Zip Code 46032 County Hamilton Local Sewer Charge - District Contribution 0.00 Builder Executive Homes Plan Review and Inspection 0.00 Application Fee 150.00 Phone Number 317-843-2700 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 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 TriCc, 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: JG809-JG808 Grease Trap Slab Foundation Grease Interceptor Crawl Space Manhole IDs USMH JG-809 JG-808 DSMH Grit Interceptor Basement YES Lid Elevation r 869.09d' 870.29 v/ Grinder Station First Floor Elevation 872.50' 872.50 :// Water Service City of Carmel Basement Elevation / 862.50 J 862.50 / Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor 3.41 2.21 Ft. Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump Only SnCo 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. Manholes shall remain accessible at all times. Buried manholes will be corrected by the Developer/Owner. 5 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) oy siynmy ueiow, i anesi mac i am ramniar m me ui nci s speancanons and agree to accept responslbllity for all work done under this permit. Builder / Owner Signature Phone Number 3 ( 7 % C �Gc R Printed Name Approved By , fi T r i C O Ryan Ham n, stnct Engineer Permit is valid fc ON YEAR from the date issued. Permit valid only with TdC ~ I in r d i k. 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 TdCo. 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 THCo 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 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 TdCo 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 S 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. 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 TdCo'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 03/19/2019 Executive Homes Construction, Inc. 1010 3rd Ave SW, Suite 202 Carmel, IN 46032 (317) 843-2740 PAY TO E ORDER OF TriCo Regional Sewer Utility ORDER OF Two Thousand Fifty -Eight and MEMO TriCo Regional Sewer P.O. Box 40638 Indianapolis, IN 4624( Sewer permit JG93 71-287/719 u•00418911,-1:0?19028781: 110102435553112 4189 10/28/2019 $"2,058.00 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 Owner y Occupant Information Address Number 1238 Owner Address 2 First Name Street Skytag Drive Last Name city Carmel Phone Number State IN Mobile Number Zip Code 46032 Fax Number Subdivision Jacksons Grant Email Address Section Number to Lot Number 93 Permit Information Owner Address if Different Address Number Address 2 Street City State Zip Code Builder Information Builder Executive Homes Phone Number 317-843-2700 Facility Features and Addition Information Slab Foundation Square Footage Crawl Space Water Type City of Carmel Basement YES Basement Status Ejector Pump Only Cleanout YES Main ID JG809-JG808 Ejector Pump YES Lift Station 26 Jacksons Grant Sump Pump YES 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 sewer surcharge of $20 per month will be assessed and added to the sewer bill. Owner/Occupant Signature: Date: dDate: Approved By: Date: :1Grou Land Surveyors 494 Gradle Drive Phone: 317.844.3333 Cannel, IN 46032 Fax: 317.844.3383 www.SEAGroupLLC.com THIS PLOT PLAN WAS PREPARED BASED ON INFORMATION TAKEN FROM RECORD PLATS, SUBDIVISION PLANS, RECORD DRAWINGS AND PLANS PROVIDED BY CLIENT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY SITE CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE S E A GROUP OF ANY DISCREPANCIES. MINIMUM SETBACKS MIN, I YARD - I NF, .: YARD F Feet Feet FOO-701 PROPOSED GRADE GROUND WATER FLOW SAN SANITARY SEWER LINE STM STORM SEWER LINE WTR WATER UNE - - - - - - - - - - EASEMENT LINE BUILDING SETBACK UNE EXECUTIVE HOMES NOTE: NOTE: NOTE: BUILDER TO ENSURE POSITIVE BUILDER TO MAINTAIN A 10' SUMP TO S PLACED BY FLOW AWAY FROM SEPARATION BETWEEN WATER BUILDER AS NEEDED. STRUCTURE. AND SANITARY LATERALS. SAN. STR. (808) TC-870.0 PER PLAN II i 15.4' I j 869.5 i Vj I £9'£ fi1.75' W I PROPOSED F i g RE90ENCEY -.9C1 FFE_872.5 STR. LOCATION OF UTILITY LATERALS ON PLOT PLAN ARE GENERAL LOCATIONS PER PLAN AND SHOULD BE VERIFIED IN THE FIELD. 0 N BSMT FFE.862.Sf 12.2910 X I a 86s.so OARAGEL—1 S ass. a 38 s a FFEB69.8k ' 55.87' t \ 869.5 CONC DRIYE MANH H z ES MUST X REMAIN ACCESSIBLE 86a.3o 135.0' AT GRADE ALL TIMES DRIVEWAY APRON - 73 t SF CONC. DRIVEWAY - 1.386 f SF PUBLIC WALK - 542 f SF PRIVATE WALK - 279 t SF HYDRO SEEDING - 3.758 t SF SOD - 713 t SO. YRDS EVEN WITH REAR OF HSE Property Description: Lot Number 93 in Jackson's Grant on Williams Creek, Section 1A, an Addition in Hamilton County, Indiana, as per plat thereof recorded Instrument Number 2015064863 found in the Office of the Recorder of Hamilton County, Indiana. No._' LS20200083 STATE OF PLOT PLAN I rrExecutive Homes Scale: 1"=30' I Drawn by. DJR I Residence Date: Sept. 6, 2019 1238 Skytog Drive