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Home My WebLink About217JGB - Sewer Permit10701 N. College Avenue Suite A Indianapolis, Indiana 46280 phone 3174344-9200 fax 3174344-9203 www.tnca.eco Residential SANITARY SEWER PERMIT 999913381 Permit Type Final Subdivision Jacksons Grant Project WO 2017-1339 Section Number 4 Project Name Jacksons Grant Section 4 Lot Number 217 Project Developer Jackson's Grant Real Estate Company Address Number 12217 Lift Station 26 Jacksons Grant Address 2 Treatment Plant MIX Street Hobby Horse Drive Parcel Acreage 0.22 City Carmel 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 317-669-6315 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 TrCo personnel during "open trench" phase and before backflling 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 T r Co are MANDATORY and shall be arranged by contacting TnCo'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: Maln ID: JG874JG875 Grease Trap Slab Foundation usnH Grease Interceptor Crawl Space Manhole Os JG-874 JG-875 DSMH Grit Interceptor Basement YES Lid Elevation 862.3Vj 861.59 Grinder Station First Floor Elevation 864.80 V/ 864.80 ✓ / Water Service Carmel Utilities Basement Elevation 854.80s/ 854.80 ✓ Calculation is based on bath Manhole Lid Elevah'ons and the elevation ofthe First Floor 2.49 3.21 Ft. Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump Only TnCo currently requires that an I&I 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 Gass 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 _ No manhole core permit required. The facility is not classified as a FOG facility. By signing below. I attest Nat 1 strife it th the 0� 'd's s e eons and agree to accept mi Builder / Owner Signature Phone Printed Name t " n Approved By Permit is valid for ONE-YEAR from the date issued. Permit valid only with TnCo T r i C o pennit. _Qkso SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. Only one building may connect to the sewer main per lateral unless otherwise approved by TrOo. 2. Foundation drains, sump drains, downspouts and other stone 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 TnCc. Contact TrOo 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 Trim. The property owner or contractor must notify TnCo 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 #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 TnCo 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 gmvfty 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 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 bath 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. #16AWG solid copper tracer wire shall be laid on lop of and run the entire length of the lateral. All splicing of tracer wire shall use 3M splice kit model DBR/Y5, King Innovation Dryconn Direct Bury Lug Aqua catalog #90220, or TnC0 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 SUR 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 mare than Steep shall be at least 36' from the property line. Where the lateral runs in close proximity to the property line the properly corners 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 TnCo's sewer system may be tested, inspected, or televised at TnCo's discretion, and must remain accessible and properly maintained. 14. Call 811 or 1-800-3825544 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 031IM019 TriCo Regional Sewer Utility I u r U IN, college Avenue bUte A mosmapolls, Ind Tana 46280 phone 317-844-9200 fax 317-8449203 wow. mw.eco Residential I & i Permit Ordinance 12-08-08 Lateral Location Owner/ Occupant Information Address Number 12217 Owner Address 2 First Name Street Hobby Horse Drive Last Name - City Carmel phone Number State IN Mobile Number Zip Code 46032 _ Fax Number Subdivision Jackson Grant Email Address Section Number 4 Lot Number 217 Permit Information Owner Address if Different Address Number Address 2 Street City State Zip Code Builder Information Builder Wedgewood Building Company Phone Number 317-569-6315 Facility Features and Addition Information Slab Foundation Square Footage Crawl Space Water Type Cannel Utilifies Basement YES Basement Status Ejector Pump Only Cleanout YES Main ID JG874-JG875 Ejector Pump YES Lift Station 26 Jacksons Grant Sump Pump YES Grinder Station Program Specifications a 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: e Downspouts are not connected to the sanitary sewer a The sump pump is not connected to the sanitary sewer e Cleanout caps are in place and watertight e No yard drains are connected to the sanitary sewer e There are no sinkholes or other indications that the sewer lateral is leaking e 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, K a se surcharge �Il"n,'per month will be assessed and added to the sewer bill. Owner/ Occupant Signatu \ 'U,u��ri. Date: �I' C, k� C' Approved BY: > Date- 19 %�7nICr e '19AUG 27PN3:18 JACKSON'S GRANT P LOT PLAN I N WILLIAMS CREEK n NST./2018-009549 II N LOT #217 — SECTION 4 PREPARED FOR CITY OF CARMEL, INDIANA WEDGEWOOD BUILDING COMPANY 12217 HOBBY HORSE DRIVE LOT SIZE: 9.507 SO.FT. CONC. DRIVEWAY: 1,0583 SO.FT. PUBLIC WALK: 340t SO.FT. PRIVATE WALK: 03 SO.FT. SEEDING: 2.5103 SOFT. SOD: 344t SO.YD. —E7 a.. z NOTE, - THE L CTIO TO CONFORM N1TX W OF CARMEL STANDARDS - 0 LOCATONS DIMENSION; AND ITOTN ALONG THE PROPOSED Y Ol-I NS ON A HERE SCALED OR TAKEN FROM FNdNEQONG CONSTRUCTION PLANS PREPMED BY OT1ER5 dt AS PNONDED. - VERIFY SANITARY LATERAL LOCATION PRIM TO CONSTRUCTCN - IT SHLL BMI ABE THE RESPONSIBUTY OF T DFA/CONTRACTOR TO VERFY THE BUILDING 000.0 — PROPOSED GRADE dME49ON% BUILDING LOCATIONS. THE LOCATION OF OTHER PERTNEHT FEATURES AND ELEVATIONS PRIOR TO THE START OF CONSTRUCTGN. THE INTENDED VSE OF THIS PLOT PUN IS 000.0 — EXISTING GRADE FOR SECURING SUIMNC PERMITS ONLY AND SHALL NOT BE USED FOR ANY OTHER PURPOSE LAND DEVELOPMLN ICONSULTING ORMN: TAT DAIS 08/19/19 SCALE 1' m 50' �1RL Q LANDSURVEYINGSERVICES JOB0 19-578 REV.: ➢B/27/19 L /�IJL I1650OIWRob.SuimPl000.289 ZONED: BRIDGEMONT F.F.E. HSE: 864.8' Fishers, Indism a603] NORTH elmxe:(317"41-R75a ZONING: 5'/10' SIDE F.F.E. GAR: 863.5' wixnxu vuu lx TnE4mrtaaeaTArr F—(SI7"41-atta F.F.E. BSM'T: 854.8' B-mil: �y@Tm=oMindy.com 20' REAR