HomeMy WebLinkAbout229JGB - Sewer Permit1711
Irceartaenuar SANITARY SEWER PERMIT 999913165 1
Project WO
2017-1339
Section Number
4
Project Name
Jacksons Grant Section 4
Lot Number
229
Project Developer
Jackson's Grant Real Estate Company
Address Number
511
Lift Station
26 Jacksons Grant
Address 2
Treatment Plant
MIX
Street
Elliot Creek Drive
Parcel Acreage
0.19
City
Cannel
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
VLt lot NU 1 t: Installation of building sewer shall be per the specifications of the TnCo Regional Sewer Utility (see
reverse) and any Conditions noted below. All installations shall be inspected by TriCo personnel during "open bench"
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 she which is the subject of this permit.
Inspections by TnCo 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: JG871JG861
Grease Trap Slab Foundation USMH
Grease Interceptor Crawl Space Manhole IDs _ JG -871j JG -861 DSMH
Grit Interceptor Basement YES Lid Elevation 860.33 ✓ 860.27 v/
Grinder Station First Floor Elevation 863,00✓/ 863.110� /I
Water Service City of Carne[ Basement Elevation 853.00v 853.00 V
Calculation is based on both Manhole Lid Elevations andthe elevation of the First Floor 67 I1' 2,731 FL.
Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump Only
TnCo currently requires that an 181 inspection is performed and a Certificate of Compliance is issued prior to occupancy /
sale of a properly. Please review attached IA 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 terns of the conditional permit, If any, are listed below.
Plans have been submitted.
_ All fees have been paid.
No certificate of insurance required.
is not classified as a
(Notes)
By signing below, I aftest that I am falilillir with the Dia ree to accept responsibility for all work done under this permit.
Builder/ Owner Signatup—V'"[�,1,nb-;ti Phone
Printed Namr � WeApproved BPermit is vate issued. Permit valid only with
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 M Ordinance and III 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 TriCo 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,
AND/OR SDR 26 GASKETED REPAIR SLEEVES (Allowed)
PRIVATE GRINDER PUMPS ACCEPTABLE PIPE MATERIAL:
IF CONNECTING INTO A LOW PRESSURE FORCE MAIN-
TdCo 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. Afterthe 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 If 90220, or TnCo Engineer approved equal.
9. Laterals shall be installed no closer than 20 feet from water wells unless PVC pressure grade pipe is used,
meeting SDR 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 gasketed
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 TnCo's discretion.
Examples of structures that may be included are manholes, grit interceptors, pump pits, grease interceptors, etc.
13. Additional information on TriCo 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.
TnCo Regional Sewer Utility
10701 North College Avenue Suite A
Indianapolis, Indiana 46280
Phone (317)-844-9200 Fax (317)$44-9203
Revised 09/07@018
TriCo Regional Sewer Utility
10701 N. College Avenue Suite A
Indianapolis, Indiana 46280
phone 317-844-9200 fax 317-844-9203 www.bioo.eco
Residential
i & i Permit Ordinance 12-08-08
Lateral Location
Water Type
Owner/Occupant Information
Address Number
511
Owner
Address 2
Cleanout
First Name
Street
Elliot Creek Drive
Last Name
City
Carmel
Phone Number
Stale
IN
Grinder Station
Mobile Number
Zip Code
46032
Fax Number
Subdivision
Jacksons Grant
Email Address
Section Number
4
Lot Number
229
Permit Information
Facility Features and Addition Information
Owner Address if Different
Address Number
Address 2
Street
City
Stale
Zip Code
Builder Information
Builder Wedgewood Building Company
Phone Number 317-669-6315
Slab Foundation
Square Footage
Crawl Space
Water Type
City of Carmel
Basement
VES
Basement Status
Ejector Pump Only
Cleanout
VES
Main ID
JG871-JG861
Ejector Pump
VES
Lift Station
26 Jacksons Grant
Sump Pump
VES
Grinder Station
• 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 S'}�neture,I' E,Ut,lL�i�- Date:
Approved By: al r 1�&'?Zugy( Data:
T —'1
JACKSON'S GRANT PLOT PLAN
I N WICREEK n
NST.J2018-2078-009549 II
LOT *229 - SECTION 4 PREPARED FOR
CITY OF CARMEL, INDIANA WEDGEWOOD BUILDING COMPANY
511 ELLIOT CREEK DRIVE
LOT SIZE:
8,401 SOFT.
CONC. DRIVEWAY:
937± SOFT.
PUBLIC WALK:
255± SOFT.
PRIVATE WALK:
26± SOFT.
SEEDING:
2,176± SO.FT.
SOD:
262± SO.YD.
Sol
g 33
20\
ORRIS
RESIDENCE
F.F. - BBAO'
GAO. - 881.7'
BSM'T - 853.0'
LOT #229
8,401 S.F.
D.S� ORAyy
A T •ilii U0,
F)y"%� �o
* S20300026.
STATE OF j
'k
NODRI
- ENTRY TO CONFORM WITH CITY OF CARMEL STANDARDS
REv.:
— LOCATIONS, DIMENSIONS, AND THE PROPOSED PUBLIC SIDEWALA WERE SCAM
THE
THE
STRU ION P NS
OR TAKEN FROM ENGINEERING CONSTRUCTION PLANS PREPARED BY ORLFItS OR AS PRONGED.
ili�/L 1165001,0—. -i -IM -a9
— WMFY SANITARY LATERAL LOCATION PRIOR TO CONSTRUCTION
F.F.E. HSE:
— IT SHALL BE THE RESPONSSUl OF RIE RUBDER/CONTRACTOR TO WMFY THE BUILDING
000.0 - PROPOSED GRADE
DIWOISKNI BUILDING LOGTONS. THE LOCATD.N OF ORDER PER MENT FEATURES AND
F.F.E. GAR:
E ATONS PRIOR TO THE START OF CONSTRUCTION. Tiff INTENDS) USE OF THIS PLDT PLAN IS
000.0 - EXISTING GRADE
FOR BECOMING BUILDING PERMNS ONLY AND SHALL NOT BE USED FOR ANY DTHER PURPOSE
LAND DB PMENT IDNSIILTINc
I GROIN: TAT
I GATE 02/07/19
1 1• - 3D'
TD UR k IANDSURVhI'WGSEVRM
ME 19-098
REv.:
ili�/L 1165001,0—. -i -IM -a9
ZONEDR. BRIDGEMONT
F.F.E. HSE:
863.0'
46037:
NORTH 'h :(317 8414754
ZONING: 5'/10' SIDE
F.F.E. GAR:
861.7'
Fu: (317)841%162
UwTN�.wmmw.P.rDON ern: TToy®TrvcmMiody.mm
20' REAR
F.F.E. BSM'T:
853.0'