WQ0041913_Application (FTSE)_20200814

Environmental Quality
.. *. Received
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
TRANSMITTAL
TO: NCDEQ-Winston-Salem Regional Office
Division of Water Quality
450 W. Hanes Mill Road Suite 300
Winston — Salem. NC 27105
❑ ENCLOSED PLEASE FIND:
❑ WE ARE SENDING UNDER SEPARATE COVER:
AUG 14 2020
Winston-Salem
Regional Office
Date: 08/13/20 Job #:45176
Project: Trinity Townhomes
Reference:
Copies Sent To:
COPIES
DATE
NUMBER
DESCRIPTION
1
1
Fast Track Sewer Application
1
2
Project Narrative
1
3
USGS ma
1
4
Vicinity Ma
1
5
Check for $480
1
6
FTSE Form - TT
1
7
FTSE Form — City of Trinity
1
8
CD
THESE ITEMS ARE TRANSMITTED:
If enclosures are not as noted, please notify us at once.
COMMENTS:
Feel free to contact me with any questions at 984-255-2364 or danielle.kirk(atimmons.com
Thank you,
Danielle Kirk
Project Engineer
SIGNED: D F^zf `p-
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PROJECT NARRATIVE
Project Name: Trinity Townhomes
Location: Trinity Road, Trinity, NC
Owner/ Developer: Diamondback Investments Group, LLC
6909 International Drive, Suite 100
Greensboro, NC 27409
Consultant: Timmons Group
Mike Zaccardo, PE
5410 Trinity Road, suite 102
Raleigh, NC 27607
Phone: [phone]
PROJECT DESCRIPTION AND NARRATIVE:
The proposed project is inside Trinity, NC jurisdictional limits and is located at the corner of Trinity
Road and Braxton Craven Road, southwest of the intersection of SR 1009 (Main Street) and Interstate
85. The scope of this project will include the construction of a 117 lot subdivision. The project is
anticipated to generate the following wastewater flows:
120 GPDBEDROOM @ 3 BEDROOMS/ UNIT @ 117 UNITS = 42,120 GPD

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: City of Trinity. NC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Debbie Hinson per 15A NCAC 02T .0106(b)
Title: City Manager
4. Applicant's mailing address: 5978 NC Highway 62
City: Trinity State: NC Zip: 27370-_
5. Applicant's contact information:
Phone number: [phone] Email Address: citvmanager(aWinity-nc.gov
H. PROJECT INFORMATION:
1. Project name: Trinity Townhomes
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00_ and issued date:
If new construction but part of a master plan, provide the existing permit number: W000_
3. County where project is located: Randolph
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.89540 Longitude:-79.980267°
5. Parcel ID (if applicable): 7708920299.7708921354,7708921360,7708921267,7708921253,7708921158 7708921830,
7708922343,7708923303.7708223363;7708924323,7708925387,7708926303.7708926321.7708924382.7708925450
7708926258.7708923278,7708925293,7708924291,7708924241,7708923291,7708923241.7708923201.7708922250
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Mike Zaccardo, PELicense Number: 022321
Firm: Timmons Group
Mailing address: 5410 Trinity Road, Suite 102
City: Ralciph State: NC Zip: 27607-
Phone number: [phone] Email Address: mike.zaccardo(ai1timrrrons.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Hamby Creek W WTP Permit Number: NCO024112
Owner Name: City of Thomasville
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Pennit Number(s): W00035389 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS_
Owner Name(s): City of Trinity
FORM: FTA 04-16 Page 1 of 5

V1. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No NN/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No NN/A
3. If the Applicant is a Home/Property Owners' Association. has an Operational Agreement (FORM: HOA) been attached?
❑ Yes [—]No NN/A
4. Origin of wastewater: (check all that apply):
N Residential Owned
❑ Retail (stores, centers, malls)
❑ Car Wash
❑ Residential Leased
❑ Retail with food preparation/service
❑ Hotel and/or Motels
❑ School / preschool / day care
❑ Medical / dental / veterinary facilities
❑ Swimming Pool /Clubhouse
❑ Food and drink facilities
❑ Church
❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories
❑ Nursing Home
❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
_ % Industrial (See 15A NCAC 02T .0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes N No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.0l l4(t))
Daily Design Flow' b
No. of Units
Flow
Residential - 313edrooms x 120 GPD/Bdrm
360 gal/day
117
42,120 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
42,120 GPD
a See 15A NCAC 02T .0114(b). (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as define d
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 42 120 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
1803
PVC
8
361
DIP
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: - millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B).
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f) & (e) ® Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
basement
10 feet
-Any
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
systems and interceptor drains
5 feet
-Drainage
Any swimming pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305(u) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(t) or (a). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ®Yes ❑ No ❑ N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ®Yes ❑ No ❑ N/A
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or [-]Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permittine Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.04021 "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N/A
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X.
CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC 02T, the Minimum Desien Criteria for the Permitting of Punm Stations
and Force Mains (latest version) and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
IfNo, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supportin d cuments
2. Professional
En(giinneeerr''ssCe tillcation�:j���,/ J
1, l -, "('"'/`� V , � `r 46 attest that this application for
—1-0 iA ,PfofessTial Enj`AeJA�me from Application Item III.I.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor hick may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
NboN� �r� y(y MAW &C attest that this application for
uure Authority's name & th from Application Item I.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a line not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
signature: 7"a 2.02U
v
Date:
FORM: FTA 04-I6

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: City Trinity-DiamondbackInvestment
Project Name for which flow is being requested: Trinity Townhomes
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Thomasville WWTP
b. WWTP Facility Permit 4: NCO024112
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
6.0
0.9345
2.83
0.04212
3.80662
63.44%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, " (Firm / pi), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer):
City of Thomasville
Downstream Permit Number: WQCS00057
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Morgan Huffmancertify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation of
the planned improvements identified in the planning assessment where applicable. This analysis
has been performed in accordance with local established policies and procedures using the best
available data. This certification applies to those items listed above in Sections I and II plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
Page 2 of 6
FTSE 04-16

State of North Carolina
p Department of Environmental Quality
Division of Water Resources
Division of Vlater RcSour( ej Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: City Trinity-Diamondbacklnvestment
Project Name for which flow is being requested: Trinity Townhomes
More than one FTSE nary he required for a single project if the owner of the IVIFTP is not responsible for all prunp
stations along the route of the proposed wastewale)-flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Treatment by Thomasville (see separate FTSE)
b. WWTP Facility Permit #: NCO024112
All flows are in MGD
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request 0.04212
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
IT. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(1 -C) (E)=(A-D)
Design Obligated,
Average Daily Approx. Not Yet Total Current
Pump Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity,* (Firm / p 0, Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
Morgan 1.152 .4608 .0828 .0999 .1827 .2781
Twinwood 1.296 .5184 .1440 '0999 .2439 .2745
Steeplegate .7920 .3168 .2530 .12282 .37582 (.05902)
The Firm Capacity of airy pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a pealdng
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is <0.
Downstream Facility Name (Sewer): Trinity Phase 4 Contract t
Downstream Permit Number: W00035389
Page I of 6
FTSE 04-16

PLANNING ASSESEMENT ADDENDUM (PAA)
for the City of Trinity
Steeplegate Pumping System
Prepared 6-16-2020
by Randy L. McNeill, PE of
Davis -Martin -Powell & Associates
This PAA is required since the available capacity of the Steeplegate Pump Station (SGPS) Is less than zero based upon the
reporting requirements of section II of Trinity's FTSE for the latest project submitted, Trinity Townhomes.
Given that:
That the portion of Obligated not yet Tributary Daily Flow for SGPS (C of FTSE) accounts for 0.12282 mgd of SGPS flow,
which would result in a flow of 0.0597 mad less than the Available Capacity (E of FTSE) for the SGPS if all the obligated
flows were added at one time and that;
The rate of activation of this Obligated not yet Tributary Capacity is approximately;
1. 0.0162 mgd of the expected 2020 flows that will result in a positive available capacity of 0.0434 mgd at
the end of 2020,
2. 0.03474 mgd of the 2021 expected flows that will result in a negative available capacity of 0.01366 mgd
at the end of 2021,
3. 0.02640 mgd of the 2022 expected flows that will result in a negative available capacity of 0.0403 mgd
at the end of 2022,
4. See attached spreadsheet with details related to past and current permitted capacities that are included
In the Obligated flow calculation, and that;
A Pump Station Capacity Analysis that includes two Options for expanding the capacity of the existing fixed speed
550 gpm pumps at the SGPS has been prepared by Davis Martin Powell for the City of Trinity, and the Capacity
Analysis Report was accepted by Trinity City Council in November of 2019.
Option 1 is based upon installing VFD driven pumps, controls, and standby power system that would
maximize the flow that can be transported by the existing 8" force main which would be in the 800-900
gpm range.
Option 2 is based upon replacing the 8" force main with a 12" force main, and installing VFD driven
pumps, controls, and standby power system that would result in pumping capacity in the 1600-1700 gpm
range.
The existing 550 gpm flow rate cannot be Increased until the City of Thomasville Hamby Creek Outfall
size Is increased from 12" to 24" where Trinity's SGPS force main discharges into the Thomasville sewer
system. Construction of the Hamby Creek Outfall expansion is underway and its expected to be
completed by the end of January 2021, or approximately eight months from now.
Loan assistance funding from Rural Development and/or SRF may be pursued for the SGPS expansion once the
Option is selected for capacity Increase.

The City of Trinity has also undertaken a partial system merger/regionalization study to transfer a portion of City
sewer flows to High Point Westside W WTP. Withers Ravenel completed the study In February 2020. Some of the
subjects Included in the study are as follows.
Add force main and pumping system modification at Morgan Rd PS to transfer up to 350,000 GPD ADF to
High Point Westslde collection system. A SRF loan application is being submitted to help finance this item.
City staff indicates current ADF flows atthis PS is in the 100,000 GPD range and existing peak flows exceed
400,000 GPD. So, provisions will be needed to transfer Morgan PS flow to either High Point or to
Twinwood-Steeplegate-Thomasville (as there are transferred today).
Later Darr Rd and Pike St PS's flows could be diverted to Morgan PS gravity to Increase the amount of
flows that can be transferred to High Point. And thus take more load off the Morgan-Twinwood-
Steeplegate-Thomasville transfer system
Based on the information presented above the City of Trinity would like to wait until results of the Morgan Rd PS
transfer SRF loan application is known before determining how much capacity increase will be added to SGPS.
Other subdivisions are being considered and some ongoing subdivisions are expected to be expanded as the
current phases are built out, so City staff knows additional capacity is needed at SGPS.
The three pumping stations included in the FTSE for this project are Morgan, Twinwood, and Steeplegate Pump
Stations. The design capacities for VFD driven Morgan and Twinwood Pump Stations are based on operating the
VFD's at full speed that would result in 800 gpm for Morgan and 900 gpm for Twinwood. Current speeds at the
two pumps station are set to provide 360 gpm from Morgan and 400 gpm from Twinwood as to not overload
Steeplegate Pump Station (SGPS). After SGPS capacity is expanded, the pump rates of Morgan and Twinwood can
be Increased by adjusting the maximum speed of each Station's VFD's. And Morgan Rd other pumping
modifications will be considered if the planned Morgan Rd PS to High Point Collection system transfer SRF loan
application is approved.
Now Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow this flow
to be permitted, without a significant likelihood of over allocating capacity in the system infrastructure.
I understand this not relieve the collection system owner from complying with GS.143-215.67(a) which prohibits
the introduction of any waste in excess of the capacity of the waste disposal system, namely the City of Trinity
Sewer Collection Systt m.
l vrvvsu r% 110 Zo z o
Signing Official, Debbie Hinson, City Manager, City of T inity Date

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