WQCS00370_NOV-2022-PC-0639 Response - 20221114165925_CIP_20221116

TOWN OF SHARPSBURG
EDGECOMBE, NASH & WILSON
COUNTIES, NC
CAPITAL IMPROVEMENTS PLAN
WATER AND SEWER
2010-2020
Updated Sept. 28th, 2016
Updated May 12th, 2017
Prepared by:
The East Group
324 Evans Street
Greenville, NC 27858
[phone]
vywwv.easUgi agf.coiii

TABLE OF CONTENTS
September 2015 Addendum
I. Goal Statement Page 4
li. Description of Project Area Page 4
A. Demographics
B. Land Area Configurations
III. Description of Existing Facilities Page 6
A. General Status
B. Existing Capacity
C. Present Conditions
D. Previously Completed Studies
E. Specific Limitation
F. Long -Term Potential Alternatives
IV. Description of Known Deficiencies
A. Capital Outlay Needs
B. Priority of Needs
C. Schedule of Needs
Forecast of Future Needs
A. Water
B. Sewer
C. Utilities
Page 18
Page 22
VI. CIP Updates Page 23
Tables
Table 1 -
Table 2 -
Table 3 -
Table 4 -
Table 5-
Table 6 -
Table 7 -
Table 8 -
Charts
Chart 1 -
County Population Trends and Projections
Census Data
Water Purchased Vs. Sewer Treatment Capacity
Phase I Manhole Repairs
Sewer Rate Table
Water Rate Table
Priority of Needs
Schedule of Expenditures
Page 4
Page 5
Page 8
Page 11
Page 15
Page 16
Page 20
Page 21
Town of Sharpsburg Projected Growth Page 5
Town of Sharpsburg
CIP Plan 2010
I2

Attachments
Attachment 1 -
Attachment 2 -
Attachment 3 -
Attachment 4 -
Attachment 5 -
Attachment 6 -
Attachment 7 -
Town of Sharpsburg
USGS Map
Service Area Map
Soils Map
Existing Sewer System Map
Existing Water System Map
Detail Cost Estimates for Expenditures
Water System Improvement Areas
CIP Plan 2010
13

TOWN OF SHARPSBURG
SEPTEMBER 2015 ADDENDUM
TO
CAPITAL IIVIPROVEMEMNT PLAN
This addendum is to update the Town of Sharpsburg's current "Capital Improvement Plan" for
the fiscal year planning periods from 2010/2011 to 2018/2019, which was adopted by the Town
of Sharpsburg in 2010. The Schedule of Needs & Expenditures (Table 8) was adjusted to the
current proposed projects on a new schedule of 10-years from 2016/2017 to 2025/2026. The
Town has been utilizing the adopted "Capital Improvement Plan" (CIP) as a financial and
scheduling guide and has proceeded to purchase items of equipment and has undertaken capital
improvement projects outlined in the plans since its adoption.
This Addendum proposes to update portions of the Plan by reference to the original section and
subsection format until the two documents can be merged as one. This Addendum will only
make reference to those sections or subsections being updated at this time. Thus, the balance of
sections within the 2010 CIP will remain until the next update or revision.
Updates by Reference
III. Description of Existing Facilities
D. Previously Completed Studies
[Add as 4th and 5th paragraph]
In June of 2013, the Town was awarded a "Capacity/Planning" Grant of $15,000 along
with the Town's match of $15,000 to study and produce the "Water System Study". The
Town commissioned Engineering Services, PA to undertake the study. The water system
study has multiple outputs. First, an acoustical leak detection survey will be conducted.
Equipment will be used to scan distribution lines and hydrants, locating underground
leaks by measuring the sound waves they create. This will allow such leaks to be
identified and located. Second, a water loss audit will be conducted to determine sources
and amounts of unaccounted water losses, which will include a review of water
production reports, water billing records, repair records, financial audits, and other
information sources. Also, a meter replacement study will be used to identify meters that
have reached or passed their useful life. This information will be used to provide
alternatives and costs for a system -wide replacement strategy. Finally, a preliminary
engineering report (PER) will be developed, which will identify system deficiencies,
recommend and prioritize system improvements, and provide cost estimates.

The Water System Study is currently underway and many of the tasks are completed or
are in initial draft form. The scan of the lines and hydrants, field investigations, base
mapping, and numerous consultations with the Public Works Department has identified
the system's deficiencies, which in turn has assisted the engineer and Public Works staff
recommends a set of prioritized projects that will improve the water system in residential
areas and improve the overall system.
IV. Description of Known Deficiencies
A. Capital Outlay Needs
[Replace preface and needs list with the following.]
The Town's Public Works Department has updated the 2010 list and identified a new list
of needs for the water system for repairs or replacement with the assistance of
Engineering Services, PA. Since 2010, most of the sewer system needs have been
completed or purchased and the Utilities equipment has been purchased. Thus, the list
shown below will focus on Water System needs at this time.
Water System
Wl — Replacement of Asbestos Cement Pipe along US 301
W2 — Installation of cut -in valves at existing hydrants
W3 — Bailey's MHP line replacement
W4 — Dallas Robbins MHP line replacement
W5 — Booster Pump replacement
W6 — Water meter change out — annual
W7 — Services relocation — County Line Rd.
W8 — Davis Store Rd. main extension
W9 — West Main St. (AC replacement) — Railroad to Robbins Sts.
W10 — MLK, Jr. Cir. (AC replacement) — Railroad St. to Kasey Cir.
W 11— Barnhill Av. (AC replacement) — Exchange Ln. to Mill Branch Rd.
! W12 — Fanner St. (AC replacement) — Railroad St. to Barnhill Av.
W13 — Laurie Dr. & Mill Branch Rd. (abandon 2" line w/ 6" replacement)
W14 — Pittman St. (AC replacement) — Farmer St. to Mill Branch Rd.
W15 — SE Railroad St. (AC replacement) — Armstrong Dr. to Batchelor Rd.

W16 — E. Main St. (AC replacement) — SE Railroad St. to City Limits
B. Priority of Needs
See Revised Table 7 — Priority of Needs (attached)
C. Schedule of Needs & Expenditures
[Replace preface and Table 8 — Schedule of Needs & Expenditures with the following.]
The Schedule of Needs & Expenditures allows the Town of Sharpsburg to schedule its
capital expenditures over the years covered by this Plan. The schedule was adjusted to
provide a new set of 10 Planning Years for the proposed capital projects in this
Addendum to the CIP.
This is meant to be a yearly financial planning tool. In some instances, the funding
sources will be known, but other projects may not have a committed funding source.
Each year the staff will report, during budget planning sessions, the needs for the
upcoming year(s), scheduling adjustments, estimate adjustments, and potential funding
sources available at that time.
Table 8 below identifies the known needs at this time and schedules them by Planning
(fiscal) Years.
See Revised Table 8 — Schedule of Needs & Expenditures (attached)

Planning Year
10 (2025-
20261
• 0
0 01
M
N
0 o
pU
O N
N
'o^
O o
0 0
0 0
0 0
0 0
Planning Year
9 (2024-
2025)
0 0
0 0
0 N
r;
N
0 0
0 0
0 0
0 0
0 0
Planning Year
8 (2023-
2024)
0 0
0 0
0 N
1;
VI
0 0
0 0
0 0
0 0
0 0
gi
} N
C N N
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6
p0p
0 0
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N
0 0
pp
0 N
N
O,
in
N
0 0
0 0
0 0
0 0
Planning Year
6 (2021-
2022)
0 0
0 0
0 N
ri
1A
0300000000
a1
N
0
(SZ0Z
-OZOZ) 5
ieaA euluueld
0
0
N
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0 0
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r
41
0 0
0 0
0 0
0 0
0 0
Planning Year
4 (2019-
2020)
o O
N
an
0
g
1/1Q On
1 N
o$
N
0 0
0 0
0 0
0 0
0 0
IV 1
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Planning Year
2 (2017-
2018)
0 0
0 0
595,500
$7,200
0 0
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0 0
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Current Fiscal
Year 2015-
2016
o 0
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Total Project
Expedlture
(estimates)"
S97.000
5100,000
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Project Number & Title
W1 AC Pipe - US 301
W2 Cut -hi Valves
W3 Bailey MHP
W4 D. Robbins MHP
W5 Booster Pump
W6 Meter Change Out
W7 County Line Rd.
W8 Davis Store Rd.
u CI
as
in U
C
O
3 3
W11 Barnhill Av. AC
W 12 Farmer St. AC
W13 Laurie DrJMill Br.
W14 Pittman St. AC
u
4 u
Ina
4 N
re C
,
W
N
3 3
tes include construction costs only.
Schedule of Expenditures
Town of Sharpsburg

I. Goal Statement
The Town of Sharpsburg Capital Improvements Plan is a multi -year guide to the
construction of and/or improvements to the sanitary sewer collection system and
the water distribution system serving the town. The Town of Sharpsburg's goal is
to provide its citizens and customers with high quality drinking water and an
efficient wastewater collection system in a cost effective manner while keeping
an emphasis on protecting the public health and the environment.
II. Description of Project Area
A. Demographics
The Town of Sharpsburg is located at the apex of Edgecombe, Nash and Wilson
counties in the Coastal Plain of North Carolina. The demographics of Sharpsburg
are therefore affected by the trends associated with each county. The estimated
population of the Town of Sharpsburg as reported in 2015 is 2,228 people. The
population trends and projections for the three counties are shown in Table 1.
TABLE 1
COUNTY POPULATION TRENDS AND PROJECTIONS
July
2005
Population
County
April
2000
April July
2010 2015
April
2020
July
2025
April
2030
EDGECOMBE
55,606
52,642
50,344
47,791
45,309
42,800
40,303
NASH
87,385
91,048
95,306
99,406
103,123
107,064
110,392
WILSON
73,811
76,480
79,717
82,737
85,443
88,413
90,960
Combined
216,802
220,170
225,367
229,934
233,875
238,277
241,655
% Growth
1.02
1.02
1.02
1.02
1.02
1.01
Chart 1 illustrates the projected growth rates for the Town of Sharpsburg, including
its utility serve areas based on extrapolated data and US Census data and also
projections.
Town of Sharpsburg
CIP Plan 2010
I4

Sewer Connections
5000
4500
4000
3500
3000
2500
2000
1500
1000
500
a
Chart No 1
TOWN OF SHARPSBURG PROJECTED GROWTH CHART
Population of Sharpsburg based
on extrapolated Town data
- Computed population from
Census Growth Estimates
- Estimatecl population for entire
service area
0 o v, co 0 rV ,, 00 r.J v 0 -Equivalent. UtilityConnections
r` c- O
0 Cl 0 0 0 0 O 0 O O O
.-J rl rV r'J rV ry r`J N rV r J r 1
Year
The poverty rate for the Town is 30.5% and the median household income is
$27,612 as reported in the US Census Bureau, 2015 census. This same
information for Edgecombe, Nash and Wilson Counties, Sharpsburg and North
Carolina are shown in Table 1 for comparison. The Town of Sharpsburg exceeds
the poverty rate for the North Carolina by 16.2% and the median household
income is 62% of the states average.
TABLE 2
CENSUS DATA
Town of
Sharpsburg
Edgecombe
County
Nash County
Wilson County
1
North Carolina
Population
(US Census Bureau
2008 Estimate)
2,228
52,682
93,674
77,527
9,222,414
Poverty Rate
(US Census Bureau
2007)
30.5%
22.1%
14.6%
17.8%
14.3%
Median Household
Income
(US Census Bureau
2007)
$27,612
$34,434
$45,288
I $38,500
$44,772
Town of Sharpsburg
CIP Plan 2010
I

B. Land Area Configurations
The Town of Sharpsburg is centrally located on US Hwy 301, a major four lane
highway that links the cities of Wilson and Rocky Mount. The Town of Sharpsburg
is mainly a residential community with some light industry and commercial
businesses located along the Hwy 301 corridor. In addition an active railroad
system passes through Sharpsburg used by Amtrak and CSX.
The landscape of the town is representative of that seen in eastern North Carolina
with little change in topography. A portion of the USGS map for this area is
included as Attachment 1 for reference.
There are no surface waters located in Sharpsburg and storm drainage from the
town eventually is conveyed to the Tar River. The western portion of the town
drains by unnamed tributaries and creeks and the eastern portion of the town
drains to Cokey Swamp a tributary of the Tar River.
The Town of Sharpsburg purchases treated water and sewer capacity from the
City of Rocky Mount to serve their entire service area. A map of the town's service
area is included as Attachment 2.
The soil types for the Town of Sharpsburg are illustrated in Attachment 3. The
predominant soil types are Raines fine sandy loam, Norfolk loamy sand and
Goldsboro sandy loam. Raines fine sandy loam is poorly drained with a
moderately high to high capacity to transmit water. Norfolk loamy sand is a well
drained soil with a moderately high to high capacity to transmit water. Goldsboro
sandy loam is a moderately well drained soil with a moderately high to high
capacity to transmit water.
III. Description of Existing Facilities
A. General Status
Sewer
The Town of Sharpsburg's sewer system has developed and grown since the early
1970's when the first major sewer project for the town occurred. Over the years,
the system has been expanded to take in the majority of the town's residential and
commercial users and to include new development. The majority of the original
system, including pump stations, is still in use today.
The gravity sewer collection system consists of approximately 13 miles of gravity
sewer mains, 152 manholes and 1,212 service laterals. The sewer mains range in
size from 8 inch to 10 inch. A map of the existing sewer system is included as
Attachment 4. The majority of the gravity mains are PVC with some cast iron pipe.
There are 9 existing pump stations currently operated by the town that convey
sewer to the Cokey Swamp pump station owned and operated by Rocky Mount.
Sewer from this pump station is pumped to the Rocky Mount collection system and
treated at their wastewater treatment plant. A large amount of the existing 51,560
LF of sewer force mains are constructed of PVC pipe that is not pressure rated and
have experienced several failures which absorbs a large amount of the town
maintenance personnel and resources to make repairs.
Town of Sharpsburg
CIP Plan 2010
6

Water
The Town of Sharpsburg's water system was developed in the 1950's. Since that
time the system has been expanded to include development as well as portions
of the town not included in the original distribution system. Originally the water
source for Sharpsburg was a groundwater well. When this well could no longer
meet the demands of the Town, a connection was made to Rocky Mount and
Sharpsburg began purchasing water to supplement the supply. Currently all of
the water for Sharpsburg is supplied by Rocky Mount. The contract between
Sharpsburg and Rocky Mount is for 0.250 MGD and is in place until the year
2015. A map of the existing water system serving Sharpsburg is included as
Attachment 5.
Sharpsburg's water system is composed of approximately 27 miles of water main
6 inch to 12 inches in diameter. A booster pump station pumps the water from
Rocky Mount to two elevated water tanks owned by Sharpsburg. These tanks
maintain the necessary pressure throughout the system. There are water meters
in the system that are 45+ years old and approximately 5% of the water system is
asbestos cement pipe. The remaining piping in the system is made of PVC
(90%) and Ductile Iron (5%). There are approximately 1,291 water customers
that include 1,210 residential users and 81 commercial users. There are no
users classified as industrial on the system.
In 2004 a project to convert an existing private groundwater well to a well to be
used by the Town was initiated but never completed.
B. Existing Capacity
Sewer
As stated previously, all of the wastewater that is collected by Sharpsburg is sent
to Rocky Mount for treatment. Sharpsburg currently has an agreement with the
City of Rocky Mount to accept a maximum of 0.350 MGD of sewer based on a
moving twelve month average. The average daily discharge of sewer from
Sharpsburg is 0.240 MGD. This leaves 0.1 MGD of available capacity.
Water
Water is supplied by Rocky Mount and the current contract is for 0.250 MGD until
2015. The average daily usage is 0.2 MGD which leaves 0.05 MGD of capacity
from the existing contracted amount. At the current growth rate of the town's
population, the contracted amount will be exceeded in the next 5-10 years.
C. Present Condition
Sewer
A project to address the elevated amount of I/1 in the existing sanitary sewer
collection system was initiated in 2007 and completed in 2012. This project
evaluated approximate 80% of the sewer mains and made point repairs, lined
sewer mains, replaced manholes, lined manholes and generally addressed all
issues identified in the sewer collection system.
The sewer collection system also included 9 pump stations that were evaluated
and improvements were made as needed. The pump stations are listed below:
Town of Sharpsburg
CIP Plan 2010
I7

1. Lift Station #1 - Batchelor Road
This station was completed replaced at its existing site and a retaining wall was built along the
ditch side to address erosion occurring.
2. Lift Station #2 — Pineneedle Road
This station was completely replaced adjacent to its current location and the existing wet well
was converted to a manhole.
3. Lift Station #3 - Brick Yard
This lift station was upgraded in 2004. There is a generator on -site and the pumps and controls
are in good shape. Grease is a major issue at this lift station. Improvements to this pump
station included the addition of SCADA controls.
4. Lift Station #4 — Barnhill
This lift station was upgraded in 2004. There is a generator on -site and the pumps and controls
are in good shape. Grease is major issue at this lift station. Improvements to this pump station
included the addition of SCADA controls.
5. Lift Station #5 - Taylorwoods
This lift station was completed replaced during the 2007 project at it's current location.
6. Lift Station #6 — Airport
Improvements to this lift station included SCADA components, sewer flow meter and controls.
This work was completed in the 2007 project.
7. Lift Station #7 - Fawn Electronics
This station is sufficient for current needs. However, it along with all the others does not have a
SCADA system. SCADA controls were added to this station for monitoring during the 2007
project.
8. Lift Station #8 - Mac Industries
This station is sufficient for current needs. However, it along with all the others does not have a
SCADA system. SCADA controls were added to this station for monitoring during the 2007
project.
9. Lift Station#9 — RBI
This lift station was completed replaced adjacent to the existing station and included a new wet
well, new pumps, piping, SCADA upgrades and controls. This work was completed in the 2007
project.
Town of Sharpsburg
CIP Plan 2010
I8

In 2009 the Town of Sharpsburg increased the sewer rates for all customers by
20 %. The current rates for sewer are included in Table 5.
TABLE 5
SEWER RATE TABLE
Effective July 1, 2009
Description
Quantity
0-1,000 gallons
Rate
Rate Range
In -Town Sewer
$15.34
$15.34
1,001 — 3,000 gallons
$38.59
$53.93
3,001 — 5,000 gallons
$0.0077458/gallon
$53.94 - $69.41
5,001 — 7,000 gallons
$0.0085180/gallon
$69.92 - $86.44
7,001 — 10,000 gallons
$0.0088981/gallon
$86.45 - $104.23
10,001 +
$0.0092902/gallon
$104.24+
Out of Town Sewer
0-1,000 gallons
$21.47
$21.47
1,001 — 3,000 gallons
$54.02
$73,90
3,001 — 5,000 gallons
$0.0116186/gallon
$73,91 - $97.13
5,001 — 7,000 gallons
$0.0127710/gallon
$97.14 - $122.65
7,001 — 10,000 gallons
$0.0133531/gallon
$122.66 - $149.35
10,001 +
$0.0139352/gallon
$149.36+ .
Water
The current condition of the water distribution system is adequate to provide
service to the customers, but is in need of upgrades and replacements of aged
components such as meters and the asbestos cement pipe. The water system
currently operates adequately with minor repairs and upgrades only as necessary.
There are currently no problems with chlorine by-products, bacterial contaminants,
or naturally occurring mineral deposits. The Town of Sharpsburg does have a
valve exercise program and a hydrant flushing program to promote water quality.
There are a few identified sections of undersized water mains and insufficient
pressure within the distribution system. These areas have been identified and are
included in this plan for replacement. Drawings of these areas are included as
Attachment 7. There is also a need to replace old meters and sections of asbestos
cement pipe main on the west side of the system. The Town of Sharpsburg has
not historically documented the amount of water loss in the system but has
recently implemented a program to help track unmetered usage and water Toss.
In 2009 the Town of Sharpsburg increased the water rates by 20% for all users.
The current rates for water are included in Table 6.
Town of Sharpsburg
CIP Plan 2010
I

TABLE 6
WATER RATE TABLE
Effective July 1, 2009
Description
Quantity
Rate
Rate Range
In -Town Water
0-999 gallons
$15.51
$15.51
1,000 — 3,000 gallons
$35.29
$50.80
3,001 — 6,000 gallons
$0.0059913/gallon
$50.81 - $68.76
6,001 — 15,000 gallons
$0.0060534/gallon
$68.77 - $123.24
15,001 — 112,5000 gallons
$0.0060534/gallon
$74.90 - $93.04
112,501 +
$0.0060534/gallon
$93.05+
Out of Town Water
0-999 gallons
$31.03
$31.03
1,000 — 3,000 gallons
$54.75
$85.78
3,001 — 6,000 gallons
$0.0101802/gallon
$85.79 - $116.31
6,001 — 15,000 gallons
$0.0109011/gallon
$116.32 - $214.41
15,001 — 112,5000 gallons
$0.0102920/gallon
$214.42 - $1217.87
112,500 +
$0.0078682/gallon
$1217.88+
D. Previously Completed Studies
In September of 2009, a Preliminary Engineering Report was completed for the
proposed Wastewater System Improvement Project previously noted. The PER
was completed by The East Group and approved by USDA Rural Development
and the Rural Center for the purpose of defining the proposed project and
evaluation alternatives available for correcting the current collection system
issues. The PER determined that a rehabilitation was needed and that several
different alternative for correcting the issues would be utilized, including cured in
place lining and replacement of mains, services and manholes.
In May of 2009 an Environmental Assessment and Amendment 1 was complete
by The East Group and approved by USDA Rural Development for this same
project. The EA determined that the proposed sewer rehabilitation project would
have no adverse effects on the existing environment within the project area.
In December of 2009 a rate study of the current water and sewer rates for the
Town of Sharpsburg was completed by the NC Rural Water Association. This
study showed that the current rates for water were in line with the cost of
purchasing and maintaining the water mains within the town. However the study
showed that the sewer rates were below what is necessary to cover associated
costs of sewer collection and discharge.
E. Specific Limitations
Sewer
Sharpsburg discharges all of its wastewater to Rocky Mount for treatment.
Rocky Mount's current capacity for sewer treatment is 21 MGD with an average
flow of 10.3 MGD in 2009. Rocky Mount does not anticipate needed to expand
their wastewater treatment facility in the next 5 years. Also with Sharpsburg's
Town of Sharpsburg
CIP Plan 2010
110

planned sewer rehabilitation, the capacity available for Sharpsburg from Rocky
Mount should provide the needs of the town for the next 15 years.
Water
The Town of Sharpsburg is not located in the Central Coastal Plain Capacity Use
Area or in the Southern Coastal Plain Capacity Use Are. The town currently
purchases their entire water supply from Rocky Mount and has no groundwater
wells of their own that are operational. The City of Rocky Mount is a surface
water system and has a connection to the City of Wilson, also a surface water
system, for emergency needs. The Town of Sharpsburg does not have a
conservation program but does provide conservation information to their
customers as provided by Rocky Mount.
In the event of a drought the City of Rocky Mount would enact their Drought
Response Plan which would include all of their purchasers. Sharpsburg also has
a Drought Response Plan that would be initiated in response to a drought.
According to the City of Rocky Mount's Local Water Supply Plan for 2002 the
available surface water supply is 30 MGD. In 2009 the total demand for Rocky
Mount and its purchasers was 9.9 MGD and the projected demand for 2020 was
19.3 MGD. This would be 64% of the available capacity which mean that Rocky
Mount is a long term source for water supply to the Town of Sharpsburg.
F. . Long -Term Potential Alternatives
Sewer
Sharpsburg has expressed interest in establishing its own wastewater treatment
facility in order to reduce the cost of the sewer being discharged to Rocky Mount.
However a detailed study would be needed to evaluate the cost savings and the
many other issues associated with operating a wastewater facility to decide if this
is a feasible alternative for the town.
Water
As stated previously, the contracted amount of water provided by Rocky Mount to
Sharpsburg is anticipated to be exceeded in the next 5 — 10 years. Sharpsburg's
alternative are to investigate local surface water supplies that may be available,
to revive the abandoned well system and supplement with new wells or to
renegotiate an increased contract amount with Rocky Mount. Sharpsburg does
not anticipate any large water users to be located within the city limits but does
anticipate moderate growth of the residential and commercial users. This growth
would probably be along the NC Hwy 301 corridor, a 4-lane between Wilson and
Rocky Mount.
Due to the recent drought in NC and surrounding states, Sharpsburg should
investigate alternatives for water sources as well as discuss and increase in the
contracted supply from Rocky Mount. The Town of Sharpsburg has very little
irrigation use and does not have a treatment facility to provide reuse water. For
this reason the use of reuse water within the town's limits is not considered a
viable alternative.
Town of Sharpsburg
CIP Plan 2010
111

IV. Description of Known Deficiencies
A. Capital Outlay Needs
The towns' Public Works Department and Administration have identified several
items in need of repair or maintain the existing water distribution and sewer
collection system. They are listed below and divided into categories of Water,
Sewer and Utilities.
Water
W1 — Replacement of Asbestos Cement Pipe along NC Hwy 301
W2 — Installation of Cut -In Valves at existing Hydrants
W3 — Submersible Pumps
W4 — Groundwater Well Completion
W5 — MHP Line Replacement and Repairs
W6 — Booster Pump Replacement
W7 — Water Meter Change Out
W8 — Service Relocation along County Line Road
W9 — Davis Store Road Water Main Extension
Sewer
S1 — Miscellaneous Tools for Sewer
(gas detector, tripod, harnesses, manhole hooks, tools, valve wrenches,
metal detector, truck mounted lights)
S2 — Miscellaneous Items for Sewer System Management
(camera, map file cabinet)
S3 — Replacement Pumps
S4 — Wastewater System Improvements Project (Completed)
S5 — I&I Monitoring and Repair
Utilities
U1 — Utility Truck Replacement
U2 — Utility Truck Replacement
U3 — Utility Truck Replacement
U4 — Utility Truck Replacement
U5 — Identify and Gain Easements for all Utility Mains not in Right -of -Ways
B. Priority of Needs
Each of the identified needs have been evaluated and assigned a priority.
Priority is identified by public health, safety, degree of urgency and availability of
funds. The table below shows the identified items and how they were prioritized.
Town of Sharpsburg
CIP Plan 2010
112

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I W9 Davis Store Road Water Main Extension
1 S1 I Miscellaneous Tools
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V. Forecast of Future Needs
A. Water
The water distribution system serving the Town of Sharpsburg is in need of some
moderate upgrades and improvements. Those specific items identified by Town personnel
have been listed in this plan with a schedule for implementation. These items range from
improvements to water system management to protection of public health to better
monitoring of system usage. The locations of the proposed improvements are shown on
Attachment 5.
The meter change out program proposed will replace conventional meters with radio read
meters which will decrease the amount of time spent by town personnel reading meters but
will also increase the accuracy of the readings. This upgrade is anticipated to occur over a
10 year period with approximately 130 meters being replaced per year beginning in
Planning Year 2 (2011-2012).
The water mains in need of repair or replacement are typically those installed in areas that
have more services than anticipated and cannot provide the minimum pressure and flow
required. These mains also do not meet current NCDENR Public Water Supply
regulations due to the length of the main and number of services connected to the mains.
These improvements are shown as being completed in Planning Year 2. At that time, it is
anticipated that the Town of Sharpsburg will request and be awarded a portion of the
needed funds as a grant.
B. Sewer
The items listed in this plan as sewer expenditures are those items identified by the Town's
staff as necessary to maintain the collection system and are considered capital
improvements.
C. Utilities
Items listed under the utilities expenditures include four utility trucks, which would replace
high mileage, aging existing vehicles and the identification and acquiring of utility
easements for existing water and sewer mains nor previously provided.
Town of Sharpsburg
CIP Plan 2010
115

VI. CIP Updates
This Capital Improvements Plan is intended to be reviewed and updated on a yearly
basis in order to track the progress being made on the identified expenditures as well
as to incorporate any additional expenditures that may occur or be identified. The
Town of Sharpsburg should review and update this plan as part of the budget review
and preparation each year.
Town of Sharpsburg
CIP Plan 2010
116

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Soil Map—Edgecombe County, North Carolina, Nash County, North Carolina, and Wilson County, North Carolina
(Town of Sharpsburg, NC)
35° 54' 2"
35° 50' 22"
rs-
242y400
212°°
244600
24 600
245000
ra
f . /y 3 s Hc,.t
ea
W�W
0
0
ea
N
Tel
8
K
M
242400
24200
mho°
Map Scale: 1:32,500 if printed on A size (8.5" x 11") sheet,
Meters
0 300 600 1,200 1,800
Feet
0 1,000 2,000 4,000 6,000
Web Soil Survey 2.1
OM Conservation Service National Cooperative Soil Survey
USDA Natural Resources
24.?800
21400
244400
fa
8
Cl
9
M
7,-
8
P.
1
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35° 54' 7"
35° 50' 27"
Attachment 7
12/22/2008
Page 1 of 4

Soil Map—Edgecombe County, North Carolina, Nash County, North Carolina, and Wilson County, North Carolina
(Town of Sharpsburg, NC)
MAP LEGEND MAP INFORMATION
Area of Interest (AOI)
0 Area of Interest (AOI)
Solis
u
Soil Map Units
Special Point Features
iy Blowout
® Borrow Pit
• Clay Spot
• Closed Depression
X Gravel Pit
• Gravelly Spot
® Landfill
A Lava Flow
al. Marsh or swamp
R. Mine or Quarry
Qo Misc olianoous Walsr
10 Perennial Water
Rock Outcrop
+ Saline Spot
Sandy Spot
• Severely Eroded Spot
0. Sinkhole
Slide or Slip
• Sodic Spot
s Spoil Area
a Stony Spot
CO Very Stony Spot
* Wel Spot
A Other
Special Line Features
Gully
Short Sleep Slope
Other
Political Features
• Cities
Water Features
Oceans
Streams and Canals
Transportation
a f+ Rails
.04.1 Interstate Highways
,,.. US Routes
Major Roads
Map Scale: 1:32,500 if printed on A size (8.5" x 11") sheet.
The soil surveys that comprise your AOI were mapped at scales
ranging from 1:20,000 to 1:24,000.
Please rely on the bar scale on each map sheet for accurate map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL: htlp://websoilsurvey.nres-usda.gov
Coordinate System: UTM Zone 18N NAD83
This product is generated from the USDA-NRCS certified data as of
the version date(s) listed below.
Soil Survey Area:
Survey Area Data:
Soil Survey Area:
Survey Area Data:
Soil Survey Area:
Survey Area Data:
Edgecombe County, North Carolina
Version 7, Aug 7, 2007
Nash County, North Carolina
Version 8, Dec 21, 2007
Wilson County, North Carolina
Version 9, Dec 21, 2007
Your area of interest (AOI) includes more than one soil survey area.
These survey areas may have been mapped al different scales, with
a different land use in mind, at different times, or at different levels
of detail. This may result in map unit symbols, soil properties, and
interpretations that do not completely agree across soil survey area
boundaries,
Date(s) aerial images were photographed: 6/30/2006
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident,
USDA Natural Resources Web Soil Survey 2.1 12/22/2008
Conservation Service National Cooperative Soil Survey Page 2 of 4

Soil Map-Edgecombe County, North Carolina, Nash County, North Carolina,
and Wilson County, North Carolina
Town of Sharpsburg, NC
Map Unit Legend
Edgecombe County, North Carolina (NC065)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
AyA
Aycock very fine sandy loam, 0 to 2 percent
slopes
24.4
0.6%
AyB
Aycock very fine sandy loam, 2 to 6 percent
slopes
37.4
0.9%
BB
Bibb soils
69.5
1.6%
Co
Coxville sandy loam
21.9
0.5%
DpA
Duplin sandy loam, 0 to 2 percent slopes
151.4
3.5%
DpB
Duplin sandy loam, 2 to 5 percent slopes
23.7
0.5%
ExA
Exum very fine sandy loam, 0 to 2 percent
slopes
35.2
0.8%
GoA
Goldsboro fine sandy loam, 0 to 2 percent
slopes
74.3
1.7%
GyC
Gritney fine sandy loam, 6 to 10 percent
slopes
5.4
0.1%
MaA
Marlboro sandy loam, 0 to 2 percent slopes
149.6
3.4%
MaB
Marlboro sandy loam, 2 to 6 percent slopes
82.3
1.9%
NoB
Norfolk loamy sand, 2 to 6 percent slopes
31.9
0.7%
Ra
Rains fine sandy loam
341.3
7.8%
W
Water
6.4
0.1%
WaB
Wagram loamy sand, 0 to 6 percent slopes
20.7
0.5%
WaC
Wagram loamy sand, 6 to 10 percent
slopes
1.8
0.0%
Subtotals for Soil Survey Area
1,077.1
24.7%
Totals for Area of Interest
4,361.9
100.0%
Nash County, North Carolina (NC127)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
Bb
Bibb loam, frequently flooded
4.9
0.1 %
GoA
Goldsboro fine sandy loam, 0 to 2 percent
slopes
336.2
7.7%
NoA
Norfolk loamy sand, 0 to 2 percent slopes
505.8
11.6%
NoB
Norfolk loamy sand, 2 to 6 percent slopes
120.0
2.8%
NuB
Norfolk -Urban land complex, 0 to 6 percent
slopes
53.1
1.2%
Ra
Rains fine sandy loam
1,390.3
31.9%
Rb
Rains -Urban land complex
165.2
3.8%
Subtotals for Soil Survey Area
2,575.6
59.0%
Totals for Area of Interest
4,361.9
100.0%
USDA Natural Resources
ara
Conservation Service
Web Soil Survey 2.1
National Cooperative Soil Survey
12/22/2008
Page 3 of 4

Soil Map—Edgecombe County, North Carolina, Nash County, North Carolina,
and Wilson County, North Carolina
Town of Sharpsburg, NC
Wilson County, North Carolina (NC195)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
Bb
Bibb loam
39.3
0.9%
Co
Coxville sandy loam
6.0
0.1%
DpA
Duplin sandy loam, 0 to 2 percent slopes
99.2
2.3%
GoA
Goldsboro sandy loam, 0 to 2 percent
slopes
69.7
1.6%
Gr
Grantham very fine sandy loam
24.1
0.6%
GtB2
Gritney sandy loam, 2 to 5 percent slopes,
eroded
62.9
1.4%
MaA
Marlboro loamy sand, 0 to 2 percent slopes
20.7
0.5%
MaB
Marlboro loamy sand, 2 to 5 percent slopes
26.5
0.6%
NoA
Norfolk loamy sand, 0 to 2 percent slopes
72.3
1.7%
NoB
Norfolk loamy sand, 2 to 6 percent slopes
28.2
0.6%
Ra
Rains sandy loam
179.1
4.1%
To
Toisnot loam
81.2
1.9%
Subtotals for Soil Survey Area
709.1
16.3%
Totals for Area of Interest
4,361.9
100.0%
USDA Natural Resources
Conservation Service
Web Soil Survey 2.1
National Cooperative Soil Survey
12/22/2008
Page 4 of 4

Water Expenditures
Item
W1*
1
TOWN OF SHARPSBURG
CAPITAL IMPROVEMENTS PLAN
2010-2020
Detailed Cost Estimate for Expenditures
Description
Replacement of Asbestos Cement Pipe
Removal of 6" AC Pipe
Quantity Unit Unit Cost Total Cost
1000
LF
$5.00
$5,000.00
2
6" Water Main Installation
1000
LF
$15.00
$15,000.00
W2* Cut -In Valves at Hydrants
Subtotal
$20,000.00
1
G" Gate Valves, Boxes and Installation
140
Each
$720.00
$100,800.00
W3 Submersible Pumps
1 I_5ubmersible Pumps
W4* Groundwater Well Completion
2
Each
$1,500.00
$3,000.00
1
Electrical (Controls and Power)
1
LS
$18,000.00
$18,000.00
2
Valving & Piping
1
LS
$8,400.00
$8,400.00
3
Meter and Enclosure
1
LS
$3,300.00
$3,300.00
Subtotal
$29,700.00
W5* MHP Line Replacement
Tassie MHP
1
4" Water Main
400
LF
$10.50
$4,200.00
2
2" Water Main
850
LF
$8.00
$6,800.00
3
Valves
4
Each
5600.00
$2,400.00
4
Tapping Sleeve and Valves
2
Each
$1,500.00
$3,000.00
5
Water Services
25
Each
$1,800.00
$45,000.00
Bailey, Robbins & Pine Park MHP
6
4" Water Main
1800
LF
$10.50
$18,900.00
7
2" Water Main
300
LF
$8.00
$2,400.00
8
Valves
4
Each
$600.00
$2,400.00
9
Tapping Sleeves and Valves
3
Each
$1,500.00
$4,500.00
10
Water Services _
28
Each
$1,800.00
$50,400.00
Subtotal
$140,000.00
W6* Booster Pump Replacement
1
Booster Pump Station
1
Each
$60,000.00 I $60,000.00
W7 Water Meter Change -Out
1
Radio Read Meter, Box and Installation
1300
$360.00
$468,000.00
W8* Service Relocation Along County Line Road
Connection of Water Services to 6" Main
16
$600.00
$9,600.00
W9* Davis Store Road Extension
1
4" Water Main
3000
LF
$10.50
$31,500.00
2
2" Water Main
1000
LF
$8.00
$8,000.00
3
Valves
4
Each
$600.00
$2,400.00
4
Blow -Off
1
Each
$2,500.00
$2,500.00
5
Water Services
5
Each
$1,800.00
$9,000.00
Subtotal
$53,400.00
Sewer Expenditures
Page 1
Total Water Expenditures
$884,500.00
Expenditures Cost Est 2-23-10.xls

Item
S1
Description
Miscellaneous Sewer Tools
Quantity Unit Unit Cost
Total Cost
1
'Gas Detector
1
Each
$3,000.00
$3,000.00
2
Tripod
1
Each
$3,000.00
$3,000.00
3
Harnesses
3
Each
$500.00
$1,500.00
4
Manhole Hooks, Tools, Valve Wrenches
1
LS
$5,500.00
$5,500.00
5
Metal Detector
1
Each
$2,500.00
$2,500.00
6
Truck Mounted Lights
1
Each
$7,000.00
$7,000.00
Subtotal
$22,500.00
S2 Miscellaneous Items for Sewer Management
1
Digital Camera
1
Each
$1,500.00
$1,500.00
2
Map File Cabinet
S3 Replacement Pumps
1
2-HP Pump
1
Each
$4,000.00
$4,000.00
1
Each
Subtotal
$5,500.00
$2,000.00
$2,000.00
2
10-HP Pump
1
Each
$5,000.00
$5,000.00
General Utility Expenditures
U1
U2
U3
1
1 l
1
New Utility Truck
Utility Truck
New Utility Truck
Utility Truck
New Utility Truck
Utility Truck
U4 New Utility Truck
Subtotal
$7,000.00
Total Sewer Expenditures
$35,000.00
1
Each
$35,000.00
$35,000.001
1 1 Each
1 I Each
$35,000.00
$35,000.00
$35,000.001
$35,000.001
1 'Utility Truck
U5* Easements for Utility Mains
1 1 Each 1 $35,000.00
$35,000.00
1
identify and Acquire Easement
* Engineering and Contingency have been included in these items.
1 LS 520,000.00] $20,000.00
Total General Utility Expenditures $160,000.00
Total All Expenditures $1,079,500.00
Page 2 Expenditures Cost Est 2-23-10.xls

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