The URL can be used to link to this page

Home My WebLink About75JGW - Sewer Permit10701 Project WO ENG17652013 Section Number Project Name Jacksons Grant 1A Lot Number Project Developer Billy Creek Assocs.,LLC Address Number Lift Station 26 Jacksons Grant Address 2 Treatment Plant MIX Street Parcel Acreage 0.35 City EDU in Gallons 310 Zip Code Other Fees 0.00 County Local Sewer Charge - District Contribution 0.00 Plan Review and Inspection 0.00 Application Fee 150.00 EDU Fee _ _8.. _. 1908.00 Owner Interceptor Fee 0.00 Phone Number Other Fees 0.00 Fees Due 2058.00 Occupant Invoice Number Phone Number Builder Phone Number 1A 75 1250 Frenzel Parkway Carmel 46032 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 TnCo 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: Main ID: JG836JG807 Grease Trap Slab Foundation Grease Interceptor Crawl Space ManholelDs USMH JG -836 JG -807 DSMH Grit Interceptor Basement YES Lid Elevation 869.221 869.34 Grinder Station First Floor Elevation 872,20✓ 872.20 V/ Water Service City of Cannel Basement Elevation 862.20 862.20 CakulaBon is based onboth Manhole Lid Elevations and the elevation of the First Floor 2.98' _ 2.66 FLI 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 I/I 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. _ Plans have been submitted. _ All fees have been paid. No certificate of insurance required. _ No manhole care permit required. The facility is not classified as a FOG facility. By signing below, l attest that l am farllillar w' the Di ci J ificy ations a�agme to accept responsibility for Builder/Owner Signature 'i') JYH I—.NCA- Phone Numbed Printed Name k'(a-W , Ur t-tN Q , Approved By I RVanH n. Ps fEnrnneer Permit is valid f r ON YEAR from the date issued. Permit valid only with TriC g in in . 13a5 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 TnCo's sanitary sewer as addressed through our 1/1 Ordinance and 1/1 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 TdCo 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, Al SDR 26 GASKETED REPAIR SLEEVES (Allowed) PRIVATE GRINDER PUMPS ACCEPTABLE PIPE MATERIAL: IF CONNECTING INTO A LOW PRESSURE FORCE MAIN- TnCo 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 3' perpendicular to or run longitudinally along the building for more than 3' 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 SOR 21 and ASTM D2241 requirements. Any proposed installation requiring pressure pipe must be reviewed and accepted by TriCo 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 Basketed 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 i grease interceptors, etc. 13. Additional information on ThCo 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 081012018 TriCo Regional Sewer Utility Iurui N college Avenue Suite A Indianapolis, Indiana 46280 phone 317-844-9200 fax 317-844-9203 www.tnco.em Residential 1 & 1 Permit ordinance 12-08-08 Lateral Location Owner/Occupant Information Address Number 1250 Owner Address First Name Street Frenzel Parkway_ - Last Name City Cannel phone Number State IN ---- Number Zip CodeMobile 46032 Fax Number Subdivision Jacksons Grant Email Address Section Number 1A Lot Number 75 Permit Information Owner Address if Different Address Number Address 2 Street City State Zip Code Builder Information Builder Wedgewood Building Company Phone Number 317-6696315 Facility Features and Addition Information Slab Foundation Square Footage Crawl Space Water Type City of Cannel Basement YES Basement Status Ejector Pump Only Cleanout YES Main 10 JG836JG807 Ejector Pump YES Lal 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: a Downspouts are not connected to the sanitary sewer I The sump pump is not connected to the sanitary sewer e Cleanout caps are in place and watertight a No yard drains are connected to the sanitary sewer a There are no sinkholes or other indications that the sewer lateral is leaking e 5 Ton or greater HVAC units do not dismarge condenstion to the sanitary sewer. a If deficiencies are found, the property owner will be noted 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 per month will be assessed and added to the sewer bill. 11� 1$20 Owner/ Occupant Signature: V lv ti Date: Approved By: Date: 2/111 7=19 JACKSON'S GRANT PLOT P LA N IN WILLIAMS CREEK N�j I NST.#2015-064863 II LOT X175 — SECTION 1A f PREPARED FOR CITY OF CARMEL, INDIANA WEDGEWOOD BUILDING COMPANY 1250 FRENZEL PARKWAY ID•\M� o. S(/bp l SNB Nry \ \ N \ m Ay 1DaD• LOT p�f�9 /NOL F.S 15,2 Ts.F4T 4fe AI�sT m hPo pCRON k lzer e 4`AF A .. TF9F9Ari' LOT SIZE: 15,235 SQ.FT. �� ••'•. y' CONIC. DRIVEWAY: 1,827± SQ.FT. •'�\STE PUBUC WALK: 479± SQ.FT. !N� N0.�� ? PRIVATE WALK: 223± SQ.FT. 7t' LS20300026 7t SEEDING: 5,415± SQ.FT. _ SOD: 562± SO -Y). o '• STATEOF BAB'T = 8822' 2Sp0. ID•\M� o. S(/bp l SNB Nry \ \ N \ m Ay 1DaD• LOT p�f�9 /NOL F.S 15,2 Ts.F4T 4fe AI�sT m hPo pCRON k lzer e 4`AF a`KWAY NOTE- - DRIVE ENTRY TO CONFORM WTH CITY OF CARMEL STANDARDS - THE LOCATIONS, DIMENSIONS, AND WIDTH ALONG THE PROPOSED PUBUC SIDEWALK WERE SCALED OR TAKEN FROM ENONFERING CONSTRUCTION PLANS PREPARED BY OTHERS OR AS PROVIDED. - VERIFY SANITARY LATERAL LOCATION PRIOR TO CONSTRUCTION - IT SHALL BE RIE RESPONS8IUTY OF THE SUIUDER/CONTRACTOR TO VERIFY THE BUILDING 000.0 — PROPOSED GRADE DIMENSIONS. BUILDING LOCATIONS. THE LOCATION OF OTHER PERTINENT FEATURES AND ELEVATIONS PRIOR TO THE START OF CONSTRUCTION. RIE INTENDED USE OF THIS PLOT PLAN IS 000.0 — EXISTING GRADE FOR SECURING BUILDING PERMITS ONLY AND SHALL NOT BE USED FOR ANY OTHER PURPOSE LANDDEVBIDPMBNf CONSULTMG DRM: TAT DAIS: 02/05/19 SCALE: 1' = 50' JW�K & LANDSURVBYMGSRRVICRS JOB& 19-063 REY.: llf�ll% 11650 Olia Roca, suieNlooa289 ZONED:THE ESTATES 100 F.F.E. HSE: 872.2' NOIITH Ri h :' a 84 603] RLone:15171T}S1-STs4 ZONING: 10'/30' SIDE F.F.E. GAR: 870.9' �Nr rou �x'exewcxrnuEcmox• F-; (317)-841-8762 E-mail: rroy@aayprmwortninay.com 20' REAR F.F.E. BSM'T: 862.2' A PROPOSED SOD A"+ RESIDENCE F.F. 622' GAR. = 870.9' BAB'T = 8822' 2Sp0. 2a0' \ law AI, PROP. OO O p DRIVE 10 b B.L � �PoM 8 zv' Aer u 8 25'41B,D\ h SSE. S"UWT,taY 3 \ 5'SW ✓ 9 T.C. 869.34' a`KWAY NOTE- - DRIVE ENTRY TO CONFORM WTH CITY OF CARMEL STANDARDS - THE LOCATIONS, DIMENSIONS, AND WIDTH ALONG THE PROPOSED PUBUC SIDEWALK WERE SCALED OR TAKEN FROM ENONFERING CONSTRUCTION PLANS PREPARED BY OTHERS OR AS PROVIDED. - VERIFY SANITARY LATERAL LOCATION PRIOR TO CONSTRUCTION - IT SHALL BE RIE RESPONS8IUTY OF THE SUIUDER/CONTRACTOR TO VERIFY THE BUILDING 000.0 — PROPOSED GRADE DIMENSIONS. BUILDING LOCATIONS. THE LOCATION OF OTHER PERTINENT FEATURES AND ELEVATIONS PRIOR TO THE START OF CONSTRUCTION. RIE INTENDED USE OF THIS PLOT PLAN IS 000.0 — EXISTING GRADE FOR SECURING BUILDING PERMITS ONLY AND SHALL NOT BE USED FOR ANY OTHER PURPOSE LANDDEVBIDPMBNf CONSULTMG DRM: TAT DAIS: 02/05/19 SCALE: 1' = 50' JW�K & LANDSURVBYMGSRRVICRS JOB& 19-063 REY.: llf�ll% 11650 Olia Roca, suieNlooa289 ZONED:THE ESTATES 100 F.F.E. HSE: 872.2' NOIITH Ri h :' a 84 603] RLone:15171T}S1-STs4 ZONING: 10'/30' SIDE F.F.E. GAR: 870.9' �Nr rou �x'exewcxrnuEcmox• F-; (317)-841-8762 E-mail: rroy@aayprmwortninay.com 20' REAR F.F.E. BSM'T: 862.2'