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Home My WebLink AboutSewer Permit-Jacksons Grant lot 298-Nair;-5, .l , p �� t.� 's.- .r �rt"� 'r '•5: '�.-.1 vT 9Y i� P. 10701 N. College Avenue Suite A Indianapolis, Indiana 46280 phone 317-844-9200 fax 317-844-9203 www.trico.eco Residential SANITARY SEWER PERMIT 999913453 Permit Type Final Subdivision Jacksons Grant Project WO 641928663 Section Number 2 Project Name Jacksons Grant Sec. 2 Lot Number 298 Project Developer SCM Development Address Number 1180 Lift Station 26 Jacksons Grant Address 2 Treatment Plant MIX Street Westvale Dr Parcel Acreage EDU in Gallons Local Sewer Charge - District Contribution Plan Review and Inspection Application Fee EDU Fee Interceptor Fee Other Fees Fees Due Invoice Number 0.83 City 310 Zip Code County 0.00 Builder 0.00 150.00 Phone Number 1908,00 Owner 0.00 Phone Number 0.00 2058.00 Occupant Phone Number Carmel 46032 Hamilton Executive Homes KiiQ R Pz#11l 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 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 site which is the subject of this permit. Inspections by TriCo are MANDATORY and shall be arranged by contacting TdCo'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: JG894JG814 Grease Trap Slab Foundation Grease Interceptor Crawl Space Manhole IDS USMH JG-894 JG-814 DSMH Grit Interceptor Basement Lid Elevation 865.15 868.78 Grinder Station First Floor Elevation 872.00 872.00 Water Service City of Carmel Basement Elevation 862.00 862.00 Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor 6.85 3.22 Ft. Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump Only TnCo currently requires that an AI 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. 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. p�G`ONAL SEWER` Plans have been submitted. �o r� All fees have been paid. 1 } No certificate of insurance required No additional permits required. No manhole core permit requi m The facili is'not classifiecKas a FOG hicility. (Notes) ° 'PE _ HaM1�T By signing oeiow, i anew ma[ i am7arNil wi tpe [strict's sppecations and agree to accept responsibility far all work done under this permit. Builder/ Owner Signature 1' Phone Number 3 n -1 i r1 —7Z15 Printed Name Approved By \ \ — van Hartman, strict Engineer 10/10/2019 Permit is valid for ONE-YEAR from the date issued. Permit valid only with TriCo 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. 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 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 114 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 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 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 Tr Co's sewer system may be tested, inspected, or televised at TriCo's discretion, and must remain accessible and property 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 03/1912019 Executive Homes Construction, Inc. 1010 3rd Ave SW, Suite 202 Carmel, IN 46032 (317) 843-2740 PAYTHE TriCo Regional Sewer Utility ORDERER OF g y Two Thousand Fifty -Eight and 00/1 MEMO TriCo Regional Sewer Utility P.O. Box 40638 Indianapolis, IN 46240-0638 Sewer permit Nair x,sassvu«,-0BBCenikr ww«anw.am 71-287/719 111004L5911a 1:071902848l: IiaL024355530 4159 10/11/2019 —2,058.00 V_�_l LLARS f TriCo Regional Sewer Utility 10701 N. College Avenue Suite A Indianapolis, Indiana 46280 phone 317-844-9200 fax 317-844-9203 www.tnco.eco Residential 1 12 1 p -t o d 12 no no Lateral Location Address Number Address 2 Street City State Zip Code Subdivision Section Number Lot Number Permit Information Facility Features and Addition Information Slab Foundation Crawl Space Basement Cleanout Ejector Pump Sump Pump Grinder Station erm� r mance - - Owner/Occupant Information 1180 Owner First Name Westvale Dr Last Name Carmel Phone Number __. IN Mobile Number 46032 Fax Number Jacksons Grant Email Address 2 298 Owner Address if Different Address Number Address 2 Street City State Zip Code Builder Information Builder Executive Homes Phone Number 317-843-2700 Square Footage Water Type Basement Status Main ID Lift Station City of Carmel Ejector Pump Only JG894-JG814 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 fo low up inspection. If certificate of compliance is not issued within 30 days of the change in ownership, a sewer sd� charge of $20 per m nth will be assessed and added to the sewer bill. Owner/ Occupan na e: A� A Date: Approved By: i io1\i \q Date: AAAGroup,. Land Surveyors 494 Gradle Drlva Phone: 317.844.3333 Carmel, IN 46032 Fax: 317,844.3383 W W W.SEAGroupLLC,com Fw—ol PROPOSED GRADE GROUND WATER FLOW —SAN— SANITARY SEWER UNE —STM— STORM SEWER UNE —WTR— WATER UNE - - - - - - - - - - EASEMENT UNE — — BUILDING SETBACK UNE WAS ON EN I WEID --------'-------- --------- ------ -- 2 .9' 25' SSE 0' -------_-------- —---------------------- ------ ]a 1M95CM1PE BUfiF11 -------------- �j :�rb—da( EXECUTIVE HOMES ♦ a 4' 18aII PO¢ I O 9 I o 4' Pap. OEIX 1 2291' 8 N 6 P • 8 v 2.00 N B 13.3 u 6i 13.08 QJli_ �� 'd. u � � cuuar I T PRWOSM. I nn�ae8.3 �I a' 7.]2' RIM h MSY 200 '�- 1 ,. 7 ZQ& e.GG' - I LOT# 298 Er asur I I 36,333 S.F. �� Pr>reeaae B.58'm +t g ie 10,00, 27A4' I2.91' n \ I BU 1 �. .00-UA- S ------ xoro.0 r qN �� n T r i C \! AIN e _S tiIt-10 -Westvale Drive 50' R/W - SAW. M. c894> .S.1s PEA PUR NOTE NOTE NOTE: BUILDER TO ENSURE POSITIVE BUILDER TO MAINTAIN A 10' SUMP TO BE PLACED B MINIMUM SETBACKS AND SANITARY LATERALS. Y FLOW AWAY FROM SEPARATION BETWEEN WATER BUILDER AS NEEDED. STRUCTURE MIN. SIDE YARD m 10.0 Feet MIN. REAR YARD 90 Feet LR OF UTILITY LATERALS PLOT PLAN Aea. = 30 Feet ARE GENERAL LOCATIONS SQUARE FOOTAGE: PER PLAN AND SHOULD BE DRIVEWAY APRON - 101 2 SF VERIFIED IN THE FIELD. CONC. DRIVEWAY - 2,654 t SF PUBLIC WALK - 1004 t SF PRIVATE WALK - 341 2 SF HYDRO SEEDING - 15,258 t SF SOD - 1,542 3 SO. YRDS EVEN WITH REAR OF HSE rroperty vescripilon: Lot Number 298 in Jackson's Grant on Williams `"Am"DO.�G R7S4, Creek, Section 2, an Addition in Hamilton `\P?,�FG13TEgFI... County, Indiana, as per plat thereof recorded as StF N0. Instrument Number 2018038285 found in the =* LS20200083 Office of the Recorder of Hamilton County, STATE OF Indiana. %� '• NDIAN�' PLOT PLAN Prepared For: ''��h11111111 `= Executive Homes Scale: 1"=30' Drawn by. DJR Residence Date: Sept. 17, 2019 1180 Westvale Drive ,rJXCA_.a