HomeMy WebLinkAbout209JGB - Sewer Permit0
10701 N. Col
Permit Type
Project WO
Project Name
Project Developer
Lift Station
Treatment Plant
Parcel Acreage
EDU in Gallons
4
209
12250
Hobby Horse Drive
Carmel
46032
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 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 TriCo 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: JG857-JG858
Grease Trap Slab Foundation
Grease Interceptor Crawl Space
Manhole IDs USMH JG-857 JG-858 DSMH
Grit Interceptor Basement YES Lid Elevation 861.88✓ 861.�
Grinder Station First Floor Elevation
864.10 864.10 ✓
Water Service Carmel Utilities Basement Elevation 854.10✓ 854.10 �
Calculation is based on both Manho% Lid Elevations and the e%vation of the First F/oor 2,22 i 2.90: Ft.'.
Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Ejector Pump Only
TriCo currently requires that an I&I inspection is performed and a Certificate of Compliance is issued prior to occupancy /
sale of a properrty. 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. ��oNp�.sA�
All fees have been paid.
No certificate of insurance required.
No additional permits required.
No manhole core permit required.
The facility is not classified as a FOG
Avenue Suite A Indianapolis, Indiana 46280 phone 317-844-9200 fax 317-844-9203 wvwv.trico.eco
SANITARY SEWER PERMIT 999913656
Final Subdivision Jacksons Grant
2017-1339 Section Number
Jacksons Grant Section 4 Lot Number
Jackson's Grant Real Estate Company Address Number
26 Jacksons Grant Address 2
MIX Street
0.3 City
310 Zip Code
County
(Notes)
���N�`f
By signing below, I attest that I am fa i r with the Di
Builder / Owner Signature
Printed Name (a-�—Ti
Approved By
Permit is valid f� ON
and agree to accept responsibility for all work done under this permit.
,,,.ti Phone Numbet 3����c�a �—�o3�C:�
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.�
from the date issued. Permit valid only with TriCo seal in red ink.
06/04/2020
SUMMARY OF LATERAL IR sTALLATION REQUIREMENTS
1. Only one building may connect to the sewer main per later:�l 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 �.anitary sewer.
3. The existing sewer line from the building to the septic tank �nay only be reused if it is located under a building addition, patio,
porch or paved driveway, and the line passes an air test th�at 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 thei� 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 in:s�ections are required, or if the contractor is not on site for the
scheduled inspection, a$100 fee will be assessed and m�t:;t be paid prior to scheduling the reinspection.
5. Septic system contents or efFluent shall never be discharg� �d to the sanitary sewer. Be advised that your county health
department regulates septic systems. Upon connection to ,;anitary 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 notiiy the department of any abandonment.
6. The foilowing materials are acceptable for use in gravity s�:-wer lateral installation or repair:
PVC pipe: SDR 35 or SDR 26, ASTM D3034, 6" diamete:r
PVC pipe, pressure rated: SDR 21, ASTM D2241, 6" di�,rneter
PVC restrained joint pipe for directional drilling: Certaflo =:�reenline 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 hardwar� �
SDR 26 gasketed repair sleeves or Indiana Seal shear g�.�ard
Femco and similar flexible couplings are only acceptablf 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-pres:^�ure sewer lateral installation or repair:
HDPE pipe for directional drilling: DR 11 IPS, 1.25" diarri���ter, PE4710
Connections shall be made via electrofusion or using polypropylene or stainless steel compression fittings
Electrofusion high volume tapping tee, rated 200 psi, PE G710
1.25" IPS full port 1/4 turn fusible PE ball valve, rated 2Q0 psi
Threaded swing check valve, 316 stainless steel, rated :'�0 psi
Contact TriCo for acceptable pump station materials, eq�_iipment, pumps and other requirements
7. For graviry and low-pressure systems, the line leaving the r�uilding shall not exceed 3' in length before a cleanout must be
added and the line is transitioned to 6" diameter SDR 35 F"JC 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. ;�ee 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 ��ides of the pipe. Material shall be placed over the pipe and tracer
wire after inspection. Soft, unstable or unsuitable material �ound below and near the lateral, inciuding any fill or foundation
backfill material, must be removed and replaced with #S stone. The contractor is solely responsible for establishing stable
pipe bedding conditions.
9. #10-AWG solid copper tracer wire shail be laid on top of ar�d run the entire length of the lateral. All splicing of tracer wire
shall use 3M splice kit model DBR/Y-6, King Innovation Dr�,�conn Direct Bury Lug Aqua catalog #90220, or TriCo approved
10. Laterals shall be installed at least 20' from water wells unl�r ss 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 mecl �anical couplings must be used.
11. Laterals less than 5' deep shall be at least 24" from the prr,perty 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 foundatior; walL Spacing requirements also apply with respect to the
ancillary structure's foundation depth. Ancillary structures re.g. window wells) and other utilities shall not be placed over or
near the lateral. TriCo may adjust requirements where futiire 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 �e tested, inspected, or televised at TriCo's discretion, and must
remain accessible and properly maintained.
14. Call 811 or 1-800-382-5544 before you dig. For more inforrnation go to www.indiana811.org.
TriCo Regional Sewer Utility
10701 North College Avenue Suite A
Indianapo��s, Indiana 46280
Phone (317)-844-E-?00 Fax (317)-844-9203
Revised 03/19/2019
0
TriCo Regional Sewer Utility
10701 N. College Avenue Suite A Indianapolis, Indiana 46280 phone 317-844-9200 fax 317-844-9203 www.trico.eco
Residential 1� 1 Permit Ordinance 12-08-08
Lateral Location Owner / Occupant Information
Address Number 12250 Owner
_ _. ......._._ _ __ _ _ __
Address 2 First Name
_ _ _
Street Hobby Horse Drive Last Name
_ ..__.. .. _ _. _._._ .. . _
City Carmel phone Number
State _ _. __ ._ . _. IN _ _ _ __ _ _
_... _..._ _ .. _ Mobile Number
Zip Code 46032 _ _ _ __ _ _ _ _ . .
___. _ _ Fax Number
_ _._ .... .. __
_
ubdivision ac sons rant Email Address
___ __ . . . .__.._... _
Section Number 4
_ _ _ _ _ . __ _
Lot Number 209
_ _ _ ._ . ___ __. _ . _
Permit lnformation Owner Address if Differenf
Address Number
_ _ _ _
Address 2
_ . _ _ __ ._ _ _..._ .
Street
__ _ __ ____ _. _. .._. . .. __._
City
_ _ _ . _ _ ._ _ ._._
State
__ _. _ . _ _. _._ _.. ___.__ ___ _. _ ._
Zip Code
_. __ _ _ _ _._
Builder Information
Builder Wedgewood Building Company
__ _ _ _ . _ _ _ _
Phone Number 317-669-6315
__. __ _ _
Facility Features and Addition Informafion
Slab Foundation Square Footage
_ _ _ _ _ _ _ _ _ _ ___. _ _ ____ .....
Crawl Space Water Type Carmel Utilities
_ _ _._ _ _. __... _ _. _ __ _ .
Basement YES Basement Status Ejector Pump Only
__.._.__. _.__. _. .._ ._..._ . .. ... . _ _ _. .__ .. .. _ _ ._ ____
Cleanout YES Main ID JG857-JG858
_.... _.. ___.___._.._ _ . _ ... __ __ _ _ _ _ _ _
Ejector Pump YES Lift Station 26 Jacksons Grant
_ _ _ __ . . . . . ._ _ __ . . . .__ . . . _ _ __ _ _ _ _ _ . _ _ _
Sump Pump YES
__ . _ _ .
Grinder Station
Program Specifications
■ 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 o�..$20 per month will be assessed and added to the sewer bill.
� :
,� .- ' ` - - ` , ' _
Owner/ Occupant Si nature: ( "� � �i' �� � �=� �� , � t��
,
• .:t ' u��. ���r �-t�, Date:
Approved By: � Date: 20
cW ,1u1� � PM q:L1�d
JACKSON'S GRANT
ON WILLIAMS CREEK
INST.#2018-009549
LOT #209 — SECTION 4
CITY OF CARMEL, INDIANA
12250 HOBBY HORSE DRIVE
LOT SIZE:
CONC. DRIVEWAY:
PUBLIC WALK:
PRIVATE WALK:
SEEDING:
13,036 SQ.FT.
1,238t SQ.FT.
578t SQ.FT.
226t SQ.FT.
4,748t SQ.FT.
,�Z� SQ.YD.
.��`�p�l P`� 7'Fi9��.,
.
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VAR. B.L. JG-858
VAR. R.D.E k U.E. T.C. = 861.20'
����//1/11111111������•- NOTE:
— DRIVE ENTRY TO CONFORM WITH CITY OF CARMEL STANDARDS
� I� � — THE LOCATIONS, DIMENSIONS, AND WIDTH ALONG THE PROPOSED PUBLIC SIDEWALK WERE SCALED
���` OR TAKEN FROM ENGINEERING CONSTRUCTION PLANS PREPARED BY OTHERS OR AS PROVIDED.
— VERIFY SANITARY LATERAL LOCAiION PRIOR TO CONSTRUCTION
— IT SHALL BE THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO VERIFY THE BUILDING
000.0 - PROPOSED GRADE DIMENSIONS, BUILDING LOCAl10N5, THE LOCATION OF OTHER PERIINENT FEAlURES AND
ELEVATIONS PRIOR TO THE START OF CONSTRUCTION. THE 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.
LANDDEVELOPMENTCONSULTING DRWN: TAT DATE: O6/03/20 SCALE: 1" = 30'
TRIJL' & LAND SURVEYING SERV[CES JOB�!: 20-447 REV.: 06�03�20
1165001ioRoad,Suitc#1000-289 ZONED: BRIDGEMONT F.F.E. HSE: 864.1'
NO�T� Fishers, Indiana 46037
1 Phane: (317)-841-8754 ZONING: 5��10� SIDE F.F.E. GAR: 862.8'
ITING YOUINTHERIGHT�IRE(,TION" FaX.�3���-g41-S��2 F.F.E. BSM'T: 854.1�
E-mail: Troy@Truenorthindy.com 20' REAR
� ��� � ���
PREPARED FOR
WEDGEWOOD BUILDING COMPANY