NC0026000_Response to additioal information_20170727

rDI�CI<SON
community infrastructure consultants
July 27, 2017
Ms. Morella Sanchez King, PhD, PE
Environmental Program Supervisor III
NCDEQ-Wilmington Regional Office/Water Quality Operation Section
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Compliance Evaluation of the Mercury Minimization Plan, Facility Evaluation and
Corrective Action Plan - Requested Response
Town of Tabor City WWTP/NPDES Permit No. NC0026000
Columbus County
Dear Ms. Sanchez King:
On behalf of the Town of Tabor City, we are pleased to provide this information in response
to your letter dated June 8, 2017. We have compiled our response based on information
provided by Municipal Engineering Service Company (MESCO), additional information
from Town staff and additional information from work performed by WK Dickson staff.
NCDEQ-WRO Comments/Requests with Responses
1. A priority list to accomplish the activities described in the CAP. The list should
reflect coordination between the consultant companies preparing the CAP and ER.
A meeting was held on February 16, 2017 between the Town, the Town's WWTP
contract operator, WKD, MESCO and NCDEQ-DWI to discuss the coordination of the
elements addressed in the CAP (prepared by WKD) and the project being funded by
NCDEQ CWSRF (ER being prepared by MESCO). This meeting resulted in an
agreement between all parties with regard to the corrective actions needed and the
resulting amended Engineering Report submitted to NCDEQ-DWI and the CAP
submitted to the NCDEQ-WRO reflect this. It is the Town's intent to address all of
these items with the current project funded. An itemized list of the priority items to
be addressed is as follows:
616 Colonnade Drive
Charlotte, NC 28205
Tel. [phone]
www.wkdickson.com
Aviation • Water Resources • Land Development • Geomatics

NCDEQ-WRO Response: Tabor City WWTP (NC0026000)
July 27, 2017
Page 2
• Replace existing composite samplers with new refrigerated models.
• Install automated valve to divert excess influent to surge basin based on
metered influent flow.
• Replace existing influent pumps with three new 50 HP pumps equipped with
variable speed motors that will be controlled by VFDs.
• Rehabilitate the mechanical bar screen at the current headworks structure.
• Install DO probes and VFD motors for the upper treatment train. The probes
will allow for proper control mechanisms which will operate VFDs in order to
better control dissolved oxygen levels within the upper aeration basin and
provide cost savings for Tabor City.
• Dig up and expose the buried process pipe between aeration basin 1 and
clarifier 1 to determine the hydraulic issues, correct any discovered deficiencies
or blockage and place back in service.
• Scrape and re -coat clarifier 1 with proper primer and outer coating system.
• Rehabilitate the RAS pump station for treatment train 1. One RAS pump will
be replaced and maintenance/general servicing will be executed on the second
RAS pump.
• Install influent flow meter recording station within the Lab Building to aid in
operator's process control.
• Reposition and replace the existing chlorine contact chamber. This new
structure will utilize a dual chamber layout allowing one side to be taken off
line for maintenance and cleaning efforts.
• Change existing chlorine and sulfur dioxide gas feeds to safer hypochlorite and
meta-bisulfite mixed liquid solution storage and feeds.
• Replace 15 HP mixer in digester with new 15 HP aerator. Modify the existing
decant system for the digester structure.
The itemized list of planned improvements submitted to and approved by NCDEQ-
DWI within the amended Engineering Report (MESCO) is attached. Note: A detailed
description of all plant improvements is included on the last page of the excerpt provided by
MESCO from the approved Engineering Report.
2. A tabulated schedule (based on the priority list in Item 1) with itemized corrective
actions and realistic dates of implementation and completion. The schedule should
include a contingency plan for lack of funding or lack of adequate funding.

NCDEQ-WRO Response: Tabor City WWTP (NC0026000)
July 27, 2017
Page 3
The following table outlines the schedule provided by MESCO for completing all
priority items listed above:
Town of Tabor City WWTP Improvements (NC002600)
Project Milestone
Milestone Date
Engineering Report submitted to NCDEQ
June 1, 2016 (actual)
Engineering Report approved by NCDEQ
June 30, 2017 (actual)
Plans & Specifications/Permits submitted to NCDEQ
October 2, 2017 (proposed)
Plans & Specifications/Permits approved by NCDEQ
February 1, 2018 (proposed)
Receipt of Bids/Authorization to Award
June 1, 2018 (proposed)
Contracts Executed
July 2, 2018 (proposed)
Notice to Proceed
July 15, 2018 (proposed)
Project Completion
July 15, 2019 (proposed)
As previously discussed, the Town intends to undertake all priority items within this
currently funded project. If bids come in above the amount of funding available for
this project, the Town and MESCO will work to negotiate with the lowest qualified
bidder to get as many of the itemized improvements completed. Should those
negotiations be unsuccessful, the Town will work with its consultants and NCDEQ to
determine if additional funds can be made available for the project and, at a last resort,
the lowest priority items that can be removed from the current project and addressed
in a future project.
Should any itemized improvements need to be removed from the current project, the
Town will prepare an additional funding application to secure funds as soon as
possible and provide an update to the remaining priority items and include a
proposed schedule to address them to NCDEQ-WQROS. Based on the schedule
outlined above, a subsequent funding application could be submitted in September
2018.
3. Supporting documentation showing the progress and status of activities listed in
Section III of the MMP.
During the course of the facility evaluation, WKD worked with Town staff to
determine the possible sources of mercury entering the wastewater system. The Town
had previously surveyed dental offices and other commercial businesses. The main

NCDEQ-WRO Response: Tabor City WWTP (NC0026000)
July 27, 2017
Page 4
industrial user in Tabor City is Atlantic Corporation. Prior to finalizing the Mercury
Minimization Plan, WKD staff conducted a facility investigation on January 6, 2016,
met with company management and reviewed processes and MSDS sheets for all
chemicals/compounds used at their facilities and provided information on materials
handling/good housekeeping measures. There were no major issues found that would
require more formal actions at this facility or a pre-treatment permit; however, some
housekeeping and materials handling improvements were discussed and
implemented. The Town will continue to monitor this facility with regard to any
process/material changes that may impact mercury levels at the WWTP.
Since January 2016, the Town has maintained compliance with the NPDES permit
limit (12 ng/L for 12-month average). The table below details the monthly mercury
sampling results for the 3 required sampling points: influent, mixed liquor suspended
solids (MLSS) and effluent. A 12-month running average for these effluent samples is
also included.
Tabor City WWTP (NC0026000) Mercury Results 1/2016 - 6/2017
Date
Influent Mercury
(ng/L)
MLSS Mercury
(ng/L)
Effluent
Mercury (ng/L)
12-month Effluent
Mercury Average
Jan-16
800
1300
2.81
Feb-16
<200
1000
4.09
Mar-16
<200
1100
1.28
Apr-16
<200
1100
1.68
May-16
<200
1800
3.8
Jun-16
<200
1900
9.96
Jul-16
<200
1400
3.08
Aug-16
<200
<1000
6.66
Sep-16
<200
2200
7.19
Oct-16
<200
1000
1.75
Nov-16
<200
1500
2.31
Dec-16
200
2000
4.2
4.07
Jan-17
200
1700
3.41
r
4.12
Feb-17
<200
1400
2.38
r 3.98
Mar-17
<200
2100
2.37
r 4.07
Apr-17
<200
1100
1.72
r 4.07
May-17
200
4900
4.67
r 4.14
Jun-17
200
1100
3.3
r
3.59

NCDEQ-WRO Response: Tabor City WWTP (NC0026000)
July 27, 2017
Page 5
The Town has added information to its website that provides information to residents
and wastewater customers regarding minimizing the potential for discharging
mercury into the wastewater system. The information is provided by the USEPA and
outlines what routine products may contain mercury and what individuals can do to
reduce impacts. This can be viewed at: www.taborcitync.org and a print screen from
the Town's website is attached.
4. Supporting documentation of the I/I evaluation made (or in progress), including
sewershed ranking and prioritization.
Tabor City has recently received an Asset Inventory and Assessment (AIA) grant from
NCDEQ-DWI. A major component of the AIA project is to complete an inspection of
areas that have been identified as 'areas of concern' using CCTV inspection
techniques. As a condition of the grant, a report will be prepared once these
inspections are completed that will provide recommendations, prioritization and cost
estimates for needed maintenance, repair and/or replacement of collection systems
assets in order to further reduce inflow/infiltration. A copy of the contract with LKC
Engineering, Inc. is attached.
5. An operation and maintenance plan should be on site at all times and should be
updated as rehabilitation and improvements area implemented. Upon completion
of the corrective actions, an operation and maintenance plan should be developed
and submitted to the WQROS for approval.
Upon completion of the planned improvements, MESCO will prepare and submit and
Operation and Maintenance Plan for the WWTP to appropriate NCDEQ staff.

NCDEQ-WRO Response: Tabor City WWTP (NC0026000)
July 27, 2017
Page 6
Thank you for your continued assistance as we work collectively to improve operations at
the Tabor City WWTP. We feel that the work performed by all parties has resulted in a
comprehensive plan of action to ensure the Town is able to effectively and efficiently operate
and maintain its WWTP and to remain in compliance with all NPDES permit conditions. We
will provide updates to you as the planned project moves forward. If you have any
additional questions or comments, please feel free to contact me at 843-540-1015 or
[e-mail].
Sincerely,
WK Dickson & Co., Inc.
Angela G. Mettlen, Program Manager
Attachments
cc: Al Leonard, Town Manager - Town of Tabor City
Bobby Blowe, PE- Municipal Engineering Services Company
Jimmy Holland, PE - WK Dickson

Tabor City WWTP NC002600
Excerpt from MESCO Approved Engineering Report

flow is de -chlorinated at the effluent weir just prior to discharge into the creek. The CMU walls
within the basin are crumbling and are in need of immediate repair.
10. Chlorine/De-Chlorination feed:
Chlorination is provided by utilizing gaseous chlorine in 150 lb. cylinders where it is mixed with
water and injected into the contact basin at the influent pipe feeding the Chlorine Contact
Chamber. The de -chlorination process is provided by gaseous sulfur dioxide mixed with water
and applied above the effluent weir of the chlorine contact basin The chemical storage and feed
equipment is stored within two (2) FRP buildings adjacent to the chlorine contact basin.
11. Digester:
The facility utilizes a concrete basin buried below grade with sloped sides. The basin currently
utilizes a floating mixer to keep the waste sludge aerated prior to decant and disposal.
12. Samplers
a. Influent and Effluent composite samplers: The existing sampler units are not currently
refrigerated and require the operator to pack them with ice.
Table
3.1.2
Description
of Treatment Train
Tabor
City WWTP Improvements
Tabor
City
For
use
with
projects
funded
or
co funded
with
the
CWSRF,
WW-HUC,
WW--SRL,
WW-SEL,
and
CDBG-I
programs.
Supporting
Information Appendix
Photo
Appendix
(if
ER-3
ER-6
Reference*
applicable):
Check the box(es)
that apply
in accordance
with Subchapter
2.1.2 of Part B of the guidance.
Project
is
located
in:
a
Liquid
Treatment
Train
/1 Sludge/Solids
Treatment
Train
Project
repairs/replacements
to
the
following
unit
processes:
1.
Replace
existing composite
samplers
with
new refrigerated
models.
2
Install
divert
basin
based
automated
valve
to
excess influent
to
the
surge
on metered
influent
flow.
3.
Replace
existing
influent
pumps
with
three
new 50
HP
pumps
equipped
with
variable
be
by VFD's
speed
motors
that
will
controlled
4.
Rehabilitate
the
mechanical
bar screen at
the
current
headworks
structure
8

Table 3.1.2
Description
of Treatment Train
Tabor
City
WWTP
Improvements
Tabor
City
5.
Install
DO
probes
and
VFD
motors
for upper
treatment
train
The
probes
will
allow
for
proper
control
mechanisms
which
will
operate
VFD's
in order
to
better
control
dissolved
oxygen
levels
within
the
upper
aeration
basin
and
provide
cost savings
for Tabor
City.
6.
Dig
the
buried
between
basin 1
1
up
and
expose
process
pipe
aeration
and
clarifier
no
to
determine
the
hydraulic
issues, correct
any
discovered
deficiencies
or
blockage
and
place
7.
back
Scrape
in
service.
and
re -coat
clarifier
no.
1 with
proper
primer and
outer coating
system.
8.
Rehabilitate
the
RAS
pump
station
for
the
treatment
train
No.
1.
One
RAS
pump
will
be
/
be
RAS
replaced
and
maintenance
general
servicing
will
executed
on the
second
pump.
9.
Install
influent
flow
meter
recording
station
within
Lab
Building
to aid
in
operators
process
control.
10.
Reposition
and
replace
the
existing
chlorine
contact
chamber.
This
new
structure
will
utilize
a duel
chamber
layout allowing
one
side
to
be taken
offline
for
maintenance
and
11.
cleaning
Change
efforts.
existing
Chlorine
and
Sulfur
Dioxide
gas feeds
to safer
hypochlorite
and
meta-
bisulfite
mixed
liquid
solution
storage
and
feeds.
12.
Replace
15
HP
in
Digester
15
HP
Modify
decant
mixer
with
new
aerator.
the
existing
system
for
the
Digester
structure.
Describe the treatment
train(s)
where the proposed
project will occur.
The
proposed
improvements
will
cover
the
two treatment
trains and
residuals
management
components.
Size
Age
Condition
Composite
Samplers
20
Good
0
Fair
Poor
Influent
Headworks
30
❑
Good
❑
Fair
IX
Poor
Aeration
Basin
1
30
0
Good
Fair
Poor
Clarifier
No.
1
30
❑
Good
1
Fair
❑
Poor
Aeration
Basin
No.
2
20
E1
Good
Fair
Poor
Clarifier
No.
2
20
Good
❑
Fair
►1
Poor
9

Table
6
1.2 Alternatives
Description
Tabor
City WWTP
Improvements
Tabor
City
Plant Improvements
Use this
table
for
projects
funded
or co
funded
by
the
CWSRF
program only.
Provide a description of the above
the guidance.
alternative in accordance
with Subchapter 5.1 of Part B of
Supporting
Info
Illation
Appendix
Reference*
ER-3
Description
Plant
Improvements
will
include
the
following:
-Automated
Diversion
Valve
to
Surge
Basin &
Replace
influent
pumps
with
three
new 50
HP
units
equipped
Headworks
with
VFDs.
focusing
bar
-Rehabilitate
with
on existing
mechanical
screen
-Correction
of yard
piping
between
aeration
basin
and
clarifier
in upper
train
-Add
VFDs
to floating
aerators
within
aeration
basin
no.
1.
DO
probes
will
also
be installed•
to
help
operate
and
control
the
VFDs
for
energy savings
at
the
facility.
-Rehabilitation
of clarifier
on upper
train.
-Rehabilitate
the
RAS
pump
station
for
the
Upper
treatment
train.
One
unit will
be serviced
be
and
rehabbed
and
second
unit
will
replaced.
-Install
influent
flow
meter recording
station
within
Lab
Building
to aid
in
process control
and
operations
at
the
facility.
floating
in digester
floating
Modify
decant
-Replacement
of
mixer
with
aerator.
the
existing
system
for the
digester
structure.
-Conversion
of gas chlorine
and
de
-chlorination
feeds
to
liquid.
-Replace
existing chlorine
contact
basin
with
new structure
Is
Figure
Included?
'1
Yes
❑
No
If Yes,
Figure
#•
ER-3
Alternative
Feasibility*
1
Feasible
❑
Infeasible
Capital
Cost:
$2,147,910
Present
Worth:
$14,415,508
Water Use,
Reuse,
Recapture,
and
Conservation
(CWSRF
funded
and
co -funded
projects
only)
Check the
conservation
box that most
capabilities
appropriately
of the project.
describes the
water use, reuse, recapture, and
The
is
project
type
not applicable
to water
use, reuse,
recapture,
and
conservation.
Therefore,
has
been
no analysis
completed.
/1
The
is
scope
of the
project
not
applicable
to water
use, reuse, recapture,
and
conservation.
Therefore,
no analysis
has been completed.
The
project
type
or
project
scope
requires
an analysis
of water
use, reuse, recapture,
and
conservation
The
analysis
is
briefly
discussed
below.
If the third box above is checked, then check the appropriate box below and briefly
qualitative discussion about the water use, reuse, recapture, and conservation abilities
alternative.
provide a
of the
16

Tabor City WWTP NC002600
Mercury Public Education

d❑
Home History Community Information Places to See Industry Contact
4— "Little Free Library" In Tabor City is OPEN!!!!
Mercury Minimization: Public Outreach
in Tabor City
July 27, 2017
Mercury Minimization: Public Outreach in Tabor City
As a result of a state-wide Total Maximum Daily Load (TMDL) approved by the US EPA on October 12,
2012, the Town's new NPDES permit for its wastewater treatment plant included the requirement for a
mercury minimization plan. This plan includes targeting potential sources of mercury from
commercial/industrial customers as well as public education about household sources of mercury.
What is a TMDL? Simply, a TMDL is a calculated maximum limit of a pollutant that can enter a body of
water and still allow it to meet water quality standards. A TMDL strategy targets specific reductions of
that pollutant that are necessary and identifies ways to reduce the amount of that pollutant that enters a
water body.
What is an NPDES permit? A National Pollutant Discharge Elimination System (NPDES) permit is
required by the Clean Water Act and controls the amounts of pollutants in treated wastewater that can
be discharged in a body of water. The limits in these permits are set to protect water quality, aquatic life
and human health.
Where does mercury in water come from? Based on data from the US EPA and the NC Department
of Environmental Quality, the majority of the mercury found in the waters of NC are from air sources.
Mercury is a naturally -occurring metal; however, human activities have increased its presence.
Wastewater discharges may contain some mercury but are very minor compared to the amounts of
mercury found in the air.
Why was a Mercury TMDL put in place in North Carolina? In very simple terms, the inorganic
mercury deposited from air sources into the water and soils is converted by microorganisms to a more
harmful form of mercury, methylmercury, which then can be taken up by aquatic life. It then builds up in
the tissue of aquatic organisms, such as fish. Fish tissue testing across the state had been showing
elevated levels of mercury resulting in a fish consumption advisory. This Mercury TMDL is a regulatory
strategy to reduce the amount mercury entering the environment and thus being able to accumulate in
aquatic and terrestrial plants and animals. Additional information on the NC Mercury TMDL can be found
here: https://deq.nc.gov/about/divisions/water-resources/planning/modeling-assessment/special-
studies/mercury-tmdl
What can you do to reduce the amount of mercury released into the environment? The simplest
way is to become an educated consumer. Proper disposal and handling of household items that may
contain mercury can help immensely. In fact, did you know that mercury can be found in everything from
appliances, batteries and light bulbs to pharmaceuticals, jewelry and skin cream? Find out more about
household sources of mercury and what you can do to help reduce mercury in the environment here:
https://www.epa.gov/mercury
Recent News
27
14
12
19
Mercury Minimization: Public
Outreach in Tabor City
July, 2017
Mercury Minimization: Public
Outreach in Tabor City As a
result of a state-wide Total
Maximum Daily Load (TMDL)
approved by...
Learn more
"Little Free Library" In Tabor
City is OPEN!!!!
July, 2017
A dedication of the "Little Free
Library" took place on
Thursday, July 13th at the
Tabor City Visitor Center!!!
The library...
Learn more
The 30th Annual Columbus
County Fourth of July
Firework. Monday July 3rd
June, 2017
It's almost time to celebrate
the "30th Annual Columbus
County Fourth of July
Fireworks Celebration" which
will be held on...
Learn more
Boat Races at Lake Tabor in
June and July
April, 2017
Two boat races have been
scheduled at Lake Tabor. The
first one is set for Saturday,
June 24th and Sunday...
Learn more
All Events

What is Tabor City doing at its wastewater treatment plant to ensure that mercury is not being
released through its wastewater discharge? A Mercury Minimization Plan (MMP) has been prepared
and the Town continues to monitor for mercury at various points within the treatment train at the plant,
including the wastewater coming into the plant and the treated water leaving the plant. In addition, the
Town has surveyed all potential commercial and industrial customers to ensure that their activities are
not generating/using mercury that enter the wastewater system. If new a new industry plans to locate in
Tabor City, they are required to submit data that provides a representative profile of the type of
wastewater, including pollutants and their levels, that would be discharged. If there is any concern about
the types and levels of pollutants, these customers would be required to pre -treat their wastewater or
would not be allowed to discharge into the Town's system. Finally, the Town is monitoring its influent for
mercury and can detect quickly if mercury is found. This would trigger inspections of likely sources and
require immediate action by any responsible customers.
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4— "Little Free Library" In Tabor City is OPEN!!!!
P.O. Box 655 I I Tabor City, NC 28463
Tel: [phone] I Fax: [phone] I Email:
[e-mail]
Town of Tabor City © 2017
131

Tabor City WWTP NC002600
LKC Engineering Contract for I/I Evaluation

AGREEMENT TO FURNISH PROFESSIONAL ENGINEERING SERVICES
TOWN OF TABOR CITY, NORTH CAROLINA
Asset Inventory and Assessment Grant
Wastewater System
This AGREEMENT made this 29th day of June, 2017, by and between the TOWN OF TABOR
CITY, NORTH CAROLINA, hereinafter called the OWNER, and LKC ENGINEERING, PLLC,
hereinafter called the ENGINEER.
WHEREAS, the Owner intends to complete an Asset Inventory and Assessment Project
(Wastewater System), as outlined in the Project Narrative within the application for funding, and
outlined in the funding approval from NCDEQ Division of Water Infrastructure, hereinafter
called the PROJECT; and
NOW, THEREFORE, the OWNER and ENGINEER, for the consideration hereinafter named,
agree as follows:
The ENGINEER agrees to perform the following tasks obligated under this Agreement:
SECTION I — COLLECTION SYSTEM REVIEW & REPORTING
a) Engineer shall coordinate camera inspections of the collection system in areas of concern
and interpret results for presentation to Town and inclusion in the Asset Management Plan
and Capital Improvement Plan. Total length of review will be based on available budget
and recommendations upon review with staff.
b) Engineer shall utilize existing report, local knowledge, camera inspections, review of pump
run times for flow monitoring and all other data to provide recommendations for
maintenance, repair and/or replacement of wastewater collection lines.
SECTION I1— GENERAL ENGINEERING SERVICES & OVERSIGHT
a) Meet with OWNER as necessary to review and discuss aspects of the Project with the
Project Team.
b) Assist in reviewing mapping and system component reports for accuracy and provide input
on prioritization as necessary.
c) Prepare detailed estimates for repair, asset maintenance, and/or replacement as needed
to accompany Capital Improvement Plan and Asset Management Plan.
d) Assist in coordination of the critical asset report, with Charles R. Underwood, Inc. to insure
thorough review of the assets.
Town of Tabor City, NC 1
LJ

Additional ENGINEERING services, if required, may be arranged for and furnished by the
Engineer and separately paid for by the Owner for a price to be subsequently agreed upon if the
need for these services arises.
PAYMENT
The OWNER agrees to pay the ENGINEER for services noted in Sections I - V above for the
following not to exceed fees:
I) COLLECTION SYSTEM REVIEW & REPORTING $29,000.00
II) GENERAL ENGINEERING SERVICES & OVERSIGHT $15,000.00
It is agreed by the parties hereto that the appropriate adjustments in any fixed and/or lump sum
payments shall be made in the event that the physical scope of the PROJECT, time for
completion, or services required are materially increased or decreased beyond that contemplated
at this time.
The ENGINEER shall receive progress payments based on monthly estimates as submitted to the
OWNER by the ENGINEER.
Should the ENGINEER be required to render "additional services" in connection with related work
upon which the work scope does not apply, the ENGINEER shall receive additional compensation
for such additional services at the hourly rates as specified on the fee schedule attached hereto
as Exhibit "A" for the hours actually worked by the appropriate classification of employee.
TERM OF SERVICE
The Term of Service shall be defined as the length of time elapsed between the execution of this
Agreement by all parties and the closeout of the project with the NCDEQ Division of Water
infrastructure. The ENGINEER will assist the OWNER in maintaining necessary project
schedules.
ADDITIONAL SCOPE REQUIREMENTS
The ENGINEER agrees to assist the Town as noted herein, and further outlined in the Project
Narrative attached as Exhibit B. Owner shall furnish the noted services and assistance as required
to insure a complete project for use by the Town and submittal to the funding agency upon
completion.
TERMINATION
This Agreement may be terminated by either party on the basis of performance or for
convenience. The terminating party shall notify the terminated party in writing a minimum of 30
days before the date of termination. Upon termination, the Engineer shall turn over all records,
Town of Tabor City, NC 2
LSD

files, and other pertinent information to the Owner, and the Engineer shall be fairly compensated
for services provided prior to termination. The OWNER and ENGINEER hereby agree to the full
performance of the covenants contained within this Agreement
IN WITNESS HEREOF, they have executed this Agreement, the day and the year first above
written, which is the effective date of this Agreement.
LKC ENGINEERING, PLLC TOWN OF TABOR CITY
By: By:
Bill Lester, Jr., P.E. Town Manager
Witness: Attest:
Sharon McDuffie Town Clerk
Town of Tabor City, NC 3