The URL can be used to link to this page

Home My WebLink About17JGB - Sewer Permit10701 N. College Avenue Suite A Indianapolis, Indiana 46280 phone 317-844-9200 fax 317-8449203 www.trico.eco L esidentia/ SANITARY SEWER PERMIT 999913229 Permit Type Final Subdivision Jacksons Grant Project WO ENG22015 Section Number 1B Project Name Jacksons Grant 1B Lot Number 17 Project Developer JG Development Co, LLC Address Number 527 Lift Station 26 Jacksons Grant Address 2 Treatment Plant MIX Street Dylan Drive Parcel Acreage 0.24 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 206600 Occupant Invoice Number Phone Number 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 TnCo's sanitary sewer system. TdCo 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 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: JG869JG863 Grease Trap Slab Foundation Grease Interceptor Crawl Space Manhole 109 USMH JG669 JG -863 DSMH Grit Interceptor Basement YES Lid Elevation 857.44 860.0;/— Grinder 60.04Grinder Station First Floor Elevation 859.70 859.70 Water Service City of Carmel Basement Elevation 849.70✓ 849.70 C rculeb'on is basetl m both Manhole Lid Oevations and Ne elevauen of the First Fbar 2,26 0.34 F—L Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump Only TdCo currently requires that an I&I inspection is performed and a Certificate of Compliance is issued prior to occupancy / sale of a propenty. Please review attached III Permit 40- 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. he terms of the conditional permit ff any, are listed below Builder / Owner Signature Printed Name Approved By neons ono agree to accept responsibFEC —L. Phone NUrr n ill P ermit is valid f6kONgYEAR from the date issued. Permit valid only with 5X 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. S. 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, ASPM 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 Basketed 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 _ Fernco 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 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, cleanouts shall not be spaced more than 100' apart between the building and the sewer main. See Td o'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 equal. 10. Laterals shall be installed at least 20' from waterwells unless PVC pressure grade pipe is used. Any proposed installation requiring pressure pipe shall be reviewed by TriCo priorto 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 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 nearthe 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, ortelevised at TriCo'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.indianagll.org. If you have any questions or if you want to request an exception to standards and specifications, please contact TriCo during normal business hours at 317-8449200 priorto completing the work and scheduling an inspection. Go to wwwArico.eco to view standard drawings and specifications. Revised 3/19/2019 TriCo Regional Sewer Utility mru i IN. �01,ege Avenue bmte H Inalanapolls, Indiana 46280 phone 317-844-9200 tax 317-8449203 www.thcoaco Residential 1 & 1 Permit Ordinance 12-08-08 Lateral Location 317-669.6315 Owner/Occupant Information Address Number 527 Owner Address 2 First Name Street Dylan Drive Last Name City Cannel phone Number State IN - _.. Cleanout YES Mobile Number Zip Code 46032 YES Lift Station 26 Jacksons Grant Fax Number Subdivision Jacksons Grant Email Address Section Number 1 B Lot Number 17 Permit Information Owner Address if O Address Number Address 2 Street City Slate Zip Code Builder Information Grinder Station • This program requires prior to the sale/occupance of a property that the property ownerlbuilder notify TriCo and schedule an inspection. The inspection will verify, that: e Downspouts are not connected to the sanitary sewer e 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, a sewer surcharge of $20 per month will be assessed and added to the sewer bill. Owner/ Occupant Signature: ""�,>LW . j,)j�l.rt. Date: 1A ApprovedBy: d Date: `��'i Builder Wedgewood Building Company Phone Number 317-669.6315 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 ID JG889-JG863 Ejector Pump YES Lift Station 26 Jacksons Grant Sump Pump YES Grinder Station • This program requires prior to the sale/occupance of a property that the property ownerlbuilder notify TriCo and schedule an inspection. The inspection will verify, that: e Downspouts are not connected to the sanitary sewer e 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, a sewer surcharge of $20 per month will be assessed and added to the sewer bill. Owner/ Occupant Signature: ""�,>LW . j,)j�l.rt. Date: 1A ApprovedBy: d Date: `��'i '19 APR 2PH. 12:05 JACKSON'S GRANT yc\Ej(�/V//y1/ P LOT PLAN IN WILUAMS2016- CREEK n T INST.#2016-014833 II LOT #17 - SECTION 1B PREPARED FOR CITY OF CARMEL, INDIANA WEDGEWOOD BUILDING COMPANY 527 DYLAN DRIVE LOT SIZE 10.263 SO.FT. pbTe�s[ 4r Q�No.�O s CONIC. DRIVEWAY: 739 SO.FT. PUBLIC WALK: 4003 SOFT. ,l• QCII a e * LS20300026 PRIVATE WALK: 413 SOFT. STATE OF > SEEDING: 00: 623 0 YD. N N T f l ri O .. �i�9n. /•N^P'�d1P_.�• .Y 3 T.c. =NeEssR. f9yal NOTE: - DRTW ENTRY TO CONFORM N1TH CITY OF CARMEL STANDARDS - THE LOCATIONS, DIMENSONS AND MOTH ALONG THE PROPOSED PUBUC SIDEWALN WIRE SC OR TAXM FRON ENONMING CONSTRUCTION PLANS PREPARED BY OTHERS OR AS PROVIDED. — WfflFY SANITARY LATERAL LOGATION PRIM TO CONSTRUCTION — IT STALL BE THE RES'MSIBIUtt OF THE BUIIDER/CONTRACTOR TO YOWY THE BUILDING 000.0 — PROPOSED GRADE OMMSMS. OMMNG LOCATORS. THE LOCATOR OF OTHER PERTINENT FEATURES AND E ATONS PRIOR TO TIE START OF CONSTRUCTION. THE WTENDED USE OF MS PLOT RAN IS 000.0 — EXISTING GRADE FOR SEWRING BUILDING PERMITS ONLY ANO SULL NOT BE USD FOR ANY OTHER PURPOSE 1ANp DBVBLOPMBNTCONSUL'IMG MINN' TAT DATE 04/02/19 S:ME 1' = 30• 7WLW k I.ANUsuRVEYONG SERVICES JOB& 19-192 ll�Vu65o Olb Rued, Stiwltroo-ze9 ZONED: BRIDGEMONT F.F.E. HSE: 859.7' NORTH Pi 7(3edieve 4W3] F.:(:(J1'I4l-V6]54 ZONING: 5•/10 SIDE F.F.E. GAR: 857.7' kuw'INCaDBFWeernoN Fex: (JlT}B4L6]6z F.F.E. BSM'T: 849.7' B-meO: Ttoy(4Jtumolmimy.wm 20' REAR 1 b SDEN'ALN _ 10' D. @ U. w c IAT.• dar SN' Pdtpl )y )sy PROPOSED aar RESIDENCE zaT F.F. 859.T I e GAR. 857.7 I SSIA'T S4.T ,ADY I ,0.ar I zoo' M 'zw as I W N a a iar e � 0j � I M I 200' LOT #17 10,263 S.F. 10a M.et• I 9 I O I 2B' B.LI PROP. DRIW A MMAW I .Y 3 T.c. =NeEssR. f9yal NOTE: - DRTW ENTRY TO CONFORM N1TH CITY OF CARMEL STANDARDS - THE LOCATIONS, DIMENSONS AND MOTH ALONG THE PROPOSED PUBUC SIDEWALN WIRE SC OR TAXM FRON ENONMING CONSTRUCTION PLANS PREPARED BY OTHERS OR AS PROVIDED. — WfflFY SANITARY LATERAL LOGATION PRIM TO CONSTRUCTION — IT STALL BE THE RES'MSIBIUtt OF THE BUIIDER/CONTRACTOR TO YOWY THE BUILDING 000.0 — PROPOSED GRADE OMMSMS. OMMNG LOCATORS. THE LOCATOR OF OTHER PERTINENT FEATURES AND E ATONS PRIOR TO TIE START OF CONSTRUCTION. THE WTENDED USE OF MS PLOT RAN IS 000.0 — EXISTING GRADE FOR SEWRING BUILDING PERMITS ONLY ANO SULL NOT BE USD FOR ANY OTHER PURPOSE 1ANp DBVBLOPMBNTCONSUL'IMG MINN' TAT DATE 04/02/19 S:ME 1' = 30• 7WLW k I.ANUsuRVEYONG SERVICES JOB& 19-192 ll�Vu65o Olb Rued, Stiwltroo-ze9 ZONED: BRIDGEMONT F.F.E. HSE: 859.7' NORTH Pi 7(3edieve 4W3] F.:(:(J1'I4l-V6]54 ZONING: 5•/10 SIDE F.F.E. GAR: 857.7' kuw'INCaDBFWeernoN Fex: (JlT}B4L6]6z F.F.E. BSM'T: 849.7' B-meO: Ttoy(4Jtumolmimy.wm 20' REAR