Capital Facilities Plan Water and Wastwater Systems-1988

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DCM COPY DCM COPY
lease do not remove!!!!!
Division of Coastal Management
- _ CONSULTING ENGINEERS; INC. 202 NORTH FIFTN AVENUE.
�_ IM099 910 949-9069 WIWINOTON. N.C.

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CAPITAL FACILITIES PLAN
WATER AND WASTEWATER SYSTEMS
TOWN OF HOLLY RIDGE
NORTH CAROLINA
The preparation of this report was financed, in part,
through a grant provided by the North Carolina Coastal
Management Program, through funds provided by the
Coastal Zone Management Act of 1972, as amended, which
is administrated by the Office of Ocean and Coastal
Resource Management, National Oceanic and Atmospheric
Administration.
ANDREW & KUSKE
CONSULTING ENGINEERS, INC.
202 North Fifth Avenue
Wilmington, NC 28401
[phone]
A&K Project No. 88036

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MAPS
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TABLE OF CONTENTS
PAGE (S )
INTRODUCTION
1
EXISTING SYSTEM
ANALYSIS
2-7
FUTURE DEMANDS
7 -
10
PROJECT IDENTIFICATION
10 -
12
IMPROVEMENTS ANALYSIS/CARRYING
CAPACITY/
12 -
14
IMPACTS
PROJECT PRIORITIES
14
- 15
TOWN POLICY
15 -
18
RECOMMENDATIONS
18 -
19
ATTACHMENT
A:
ENVIRONMENTAL IMPACT
STATEMENT
20 -
22
ATTACHMENT
B:
PRELIMINARY CONSTRUCTION
COST ESTIMATE - WATER
DISTRIBUTION SYSTEM
23
ATTACHMENT
C:
PROJECT COST ESTIMATE AND
FINANCING PLAN - WATER
DISTRIBUTION SYSTEM
24
ATTACHMENT
D:
RATE SCHEDULE/USE AND
INCOME ESTIMATES -
WATER DISTRIBUTION SYSTEM
25
ATTACHMENT
E:
BUDGET FOR COMPLETED FACILITY -
WATER DISTRIBUTION SYSTEM
26
ATTACHMENT
F:
PRELIMINARY CONSTRUCTION COST
ESTIMATE - WATER TREATMENT
FACILITY 27
ATTACHMENT
G:
PROJECT COST ESTIMATE -
WATER FACILITY
28
ATTACHMENT
H:
RATE SCHEDULE/USE AND
INCOME ESTIMATES - WATER
TREATMENT FACILITY
29
ATTACHMENT
I:
BUDGET FOR COMPLETED FACILITY -
WATER TREATMENT FACILITY
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CAPITAL FACILITIES PLAN
TOWN OF HOLLY RIDGE, NORTH CAROLINA
I. Introduction
A. Authority. This capital facilities plan and
study for the Town of Holly Ridge was authorized by the Board
of Commissioners of the Town of Holly Ridge in conjunction
with approval from the Coastal Area Management Act pursuant
to North Carolina General Statute 113A-112; 113A-124 effective
September 1, 1978.
B. Purpose. The purposes of this study is to develope
a Community Facilities Plan which will include an analysis
of the existing water and sewer systems for the Town of Holly
Ridge, North Carolina. The plan will study the future demands
on the water and sewer systems and will include an analysis
of the carrying capacity of the systems. Based on the analysis,
system needs will be identified and programmed for future improvement.
The system needs identified will be analyzed to determine priorities
for funding and scheduling based on estimates of revenues and
expenditures. The environmental impacts of the projects
identified will be discussed, particularly as they relate to
wastewater treatment and disposal. Maps will be created showing
the -existing water and sewer systems and identified future
projects. The completed plan, as required by the Coastal Area
Management Act, will be sumbmitted to the Board of Commissioners
for adoption. Being sensitive to the particular needs of the
Town of Holly Ridge, major emphasis will be put on the water
system. In particular, the possibility of reactivating the
Town's water production system will be studied.

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II. Existing System Analysis
A. Water System. The existing water system consists
of a distribution network of various sized pipes, an elevated
water storage tank and the Onslow County Water System as a
water supply.
1. Supply. The Town of Holly Ridge is currently
supplied with water by the Onslow County Water System. The
Town's water distribution system is connected to an 8 inch
main owned by Onslow County in a vault near the base of the
existing elevated water storage tank. The Town has an existing
water treatment facility which was constructed in the early
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1970's. It has not been used in nearly 6 years and is in a
state of general disrepair. When the treatment facility was
in service the water supply was a single well, Well No. 1,
reported to yield 250 gallons per minute. The Town has access'
to another well , Well No. 2, near the Housing Authority.
It is not in use at this time and its yield is unknown. Though
the Town is not getting any benefit from it's water treatment.
facility, it is still paying for its construction and will
not pay off the debt until the year 2010.
2. Storage: The Town has one elevated water storage
tank. It is a 75,000 gallon elevated tank located adjacent
to the Town Hall on Sound Road. The tank was constructed .in
the early 1970's. The interior condition is unknown.
3. Distribution System. The main distribution system

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consists of 8 inch and 6 inch mains with some areas served by
2 inch lines. Portions of the system were constructed in the
early 1940's during World War II. The remaining system was
installed in the early 1970's.
4. Treatment: The water supply is treated by the
Onslow County Water System before it enters the Town's distribution
system. Treatment is conducted at each well location.
5. Auxiliary Power System: The Town does not have
any means for auxiliary power, and does not need any, as any
requirement is provided by the Onslow County Water System.
6. Current Demand.
A. Customers - The system provides service to 286
customers. Sixty of these are outside of the existing Town
limits.
PRESENT CUSTOMER BREAKDOWN
Customers o
128 44.76
Gallons Per Month
< 3 , 0 0 0
141 49.30 3,000 - 10,000
14 4.90 10,000 - 20,000
1 0.34 20,000 - 30,000
2 0.70 >30,000
Approximately 44% of the customers use less than 3,000 gallons
of water per month. 49% use between 3,000 and 10,000 gallons
per month. Only 1% of the customers use over 20,000 gallons
per month. This 1% constitutes the industrial users of water
by the Town.
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B. Water Consumption - The town is presently purchasing
an average of 2.2 million gallons of water per month from the
Onslow County Water System at an average cost of $2,667 per
month. The Town is metering and receiving payment for an average
of 1.4 million gallons of water per month. This indicates
a 360 loss of water metered from Onslow County Water System
to the water metered by the Town for its customers. This loss
is attributed to a small percentage of leakage and a major
error in metering of water consumption by the Town's customers.
A study has been conducted for the Town which recommends replacement
of defective meters. This should significantly impact the
margin of error between water received and water delivered
by the Town. Actual impacts will not be known until all defective
meters have been replaced.
7.
Existing
System
Carrying Capacity.
a)
Design
Criteria
- According
to the Rules Governing
Public Water Supplies, the Department of Human Resources of
the State of North Carolina requires that the combined yield
of all wells of a water system shall be sufficient to provide
the average daily demand in not more than 12 hours pumping
time and that the minimum capacity of elevated storage in�a
small municipality should be 75,000 gallons or a one -day supply,
whichever is greater. It is a State policy that system capacities
be computed using 400 gallons per day for each customer.
b) Supply - According to State requirements the
Town needs 114,400 gallons per day for 286 customers at 400
gallons per day'per customer. Onslow County Water System has

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the capacity to supply the required demand, therefore the supply
demand is met.
c) Storage - The storage requirement is a one day
supply of 114,400 gallons. Again, with the 75,000 gallon
elevated storage tank at Holly Ridge and the elevated storage
in the Onslow County Water System, the storage requirement
is met. The Onslow County storage is based on total customers,
not by isolating system segments.
d) Distribution System - Some of the existing distribution
mains were constructed in the early 1940s. After some 45 years
of service, the joints are beginning to fail. The lines are
a constant maintenance problem for the Town personnel. The
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existing system has several lines which are not interconnected
to provide better pressure and serviciability.
e) Treatment - The Town does not treat at the present
because all water is treated before entering the Towns distribution
system by the Onslow County Water System.
f) Auxiliary Power System - All auxiliary power
system requirements are provided by the Onslow County Water
System. The requirements are that standby generation is required
when the elevated storage requirement is not met.
B. Wastewater System.
1. Collection System - The existing Town wastewater
collection system is comprised of approximately 25,800 linear
feet of 8, 10, and 12 inch gravity sewer mains with approximately
100 manholes and 2 pump stations with 6 inch forcemains. A'.
portion of the system was constructed in the early 1940's during
World War II. The remainder of the system was constructed
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in 1986 during a major sewer upgrade and rehabilitation project.
2. Treatment Facility - The Town has a new .1 million
gallon per day wastewater treatment facility which was constructed
in 1986. The facility includes a bar screen, 4 cell aerated
lagoon pump station, sand filters, chlorine contact tank with
post aeration, blower building with office space and chlorine
room, and discharge to King's Creek.
3. Current Demand - The wastewater collection and
treatment facility currently serves about 226 customers, all
within the existing Town limits. During normal operating
conditions the treatment facility is treating approximately
45% of its design load or 50,000 gallons per day. However,
the facility has experienced frequent episodes of higher than
normal flows. during prolonged rain events and during short
duration rain events of high intensity. At times the flow
through the facility has exceeded the facilities ability to
treat the effluent to acceptable limits. The collection system
has not been reported to capacity during these high flow conditions.
A study has been conducted for the Town which has identified
numerous areas of infiltration and inflow which accounts for
a portion of the high flows experienced. The Town has corrected
approximately 65% of the identified problem areas and has seen
a significant reduction in extereraneous flows. The wastewater
treatment facility has been operating within the limits set
by the North Carolina Division of Environmental Management
and the Environmental Protection Agency with the corrections
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made to this point. The success of the corrections cannot
be fully seen until 100% of the problem areas have been rehabilitated.
4. Existing Demand Carrying Capacity
a) Design Criteria - The existing Town wastewater
collection and treatment facilities have been designed in accordance
with the current 201 Facilities Plan and applicable State
requirements.
b) Collection System - Portions of the wastewater
collection system were constructed in the early 1940s.
Infiltration and inflow are a problem in the old sections of
the system. The Town is currently working on correcting problem
areas itemized in a recent study conducted for the Town. This
system rehabilitation appears to be helping the situation,
however conclusive results cannot be seen until all identified
areas are corrected. Problems with the collection system exceeding
its capacity has not been reported, per Town of Holly Ridge
records and employees.
c) Treatment Facility - The Town's wastewater treatment
facility was constructed in 1986. It has experienced problems
with unreasonbly high infiltration and inflow rates, poor performance
of its lagoon aeration system and failure of its post -chlorination
system. All of the problems have either been corrected or
are being corrected by the Town at this time. Currently,.repair
to infiltration areas are being conducted. The facility is
operating within its required limits.
III. Future Demands
A. Population Projections.
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1. Annexation: The Town of Holly Ridge is currently
going through an annexation study with the North -Carolina Department
of Natural Resources and Community Development, Division of
Community Assistance. The purpose of the study is to determine
the feasibility of annexation of nearly developed residential
and commercial property. These properties are located adjacent
to the existing Town limits of Holly Ridge in three general
areas. The areas include property south of Holly Ridge along
U.S. Highway 17, southeast of town along N.C. Highway 50 and
northeast of town along State Road 1538 or Sound Road. Should
the study indicate that annexation is feasible, the water and
sewer customers served by Holly Ridge could increase by
approximately 300 upon annexation. This would more than double
the number of current water and sewer customers. This increase
can.be served by the existing system.
2. Growth Within Existing Town Limits: The Holly
Ridge Land Use Plan indicated that the Town is likely to
experience population growth from the present population of
500, to 5.52 by the year 2000. This is a 10.4% population increase.
3. TOTAL GROWTH: Should the 'town annex Lne areas
now,being studied and population trends occur as indicated
in the Land Use Plan, the total number of water and sewer customers
would be approximately 600 by the year 2000. If annexation
occurs the expected number of customers could be approximately
586 within 2 to 3 years.
B. Water System Demands
1. Supply: Undercurrent regulations the required
daily demand for 600 customers is 240,000 gallons of water per day.
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2. Storage: The required storage requirement for
600 customers is 240,000 gallons of water per day. This is
the equivalent of a one -day supply.
3.Distribution System: Increased flows due to added
system customers will put more stress on the older sections
of the water distribution system. These sections of 1940 era
water mains are currently failing and any additional stress
will only accelerate their deterioration and increase maintenance
items for Town employees. New lines will have to be constructed
to serve annexed areas currently without service.
4. Treatment: In order to meet minimum State requirements
for 600 customers, the Town's distribution system must have
the availability of 240,000 gallons of treated potable water,
per day.
5. Auxiliary Power System: An auxiliary power system
must be provided to assure treatment and pumping of water during
power outages.
C. Wastewater System Demands.
1. Collection System: :The possible addition of
300 sewer customers could increase current wastewater flows
from 72,000 to 108,000 gallons per day depending on the types
of dwelling and number of bedrooms per dwelling. Current
regulations require design parameters of a minimum of 240 gallons
per day for any dwelling with 2 bedrooms or less and an additional
120 gallons per day for every bedroom over 2 per dwelling.
2. Treatment Facility: The .1 million gallon per
day treatment facility is currently treating approximately
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45,000 gallons per day which includes inflow and infiltration
loads. This flow represents approximately 45% of the treatment
facility's capacity and is the product of approximately 226
sewer customers. The addition of 300 new sewer customers could
easily increase the inflow to the treatment facility beyond
its .1 million gallon per day design capacity. This would
limit the Town's ability to grow until such time that the
treatment facility's capacity is increased. This will certainly
be a determining factor in the annexation study.
IV. Project Identification
A. Water System Improvements.It is impossible to
predict if and when the Town will annex surrounding developed
properties. Therefore specific projects related to annexation
growth cannot be identified at this time. However, sufficient
information is available to identify projects related to the
current situation.
A. Water System Improvements.
1. Supply: The Towns existing Well No. 1 could be
put back into operation. The well is reported to produce 250
gallons per minute. It has a capacity to serve approximately
450 customers if required. The well must be` test pumped in
order to determine its actual yield and drawdown.since it has
not been used in 6 years. The Town will not be required to
have a back up well if it remains interconnected with the Onslow
County Water System, see Section V.B.3. However, it would
be prudent to have a second well to maintain system integrity
and decrease dependence�on the Onslow County .System. The Town's
second existing well should be tested and connected to the
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supply system if it is suitable.
2. Storage: The Town will have adequate storage
capacity if it remains interconnected with the Onslow County
Water System. If an agreement to remain interconnected cannot
be reached the Town will have a minimum requirement of 39,400
gallons per day storage above the existing 75,000 storage available.
3. Distribution System: Parts of the existing system
will be replaced (see map #2 in back of plan) to provide reasonable
maintenance costs for the distribution system. Necessary hydrants
and valves will be included in the overall work for this project
to provide adequate fire protection.
4. Treatment: The Town's water treatment facility
will be placed back in operation. The coke tray aeration tower
will be rebuilt. Pumps, valves and meters will be refurbished.
The post disinfection equipment will be replaced including
ventilation equipment, scales and all piping. Proper safety
equipment will be provided. The two pressure filters will
be refurbished as required. Equipment for chemical feeding
to aid in the removal of iron and manganese will be replaced.
Suitable test equipment for determining chlorine residual,
ph, iron and manganese parameters will be obtained. The building
will be restored including any required electrical improvements.
The town will be required to hire a properly certified operator
to assume responsibility for the operation of the water treatment
facility. An operator with a B-Well certificate may be required.
the treated water produced at the refurbished facility will
equal or exceed the water quality now provided by the Onslow
County Water System.
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5. Automatic Control System: If the existing Well
No. 2 proves to be usable, an automatic control system would
also allow use of either well if one was experiencing problems.
6. Auxiliary Power System: If the Town remains
interconnected with the Onslow County Water System, no auxiliary
power system is required. However, a system should be added
at a future time to provide the Town with a complete
self-sufficient system in emergency situations.
B. Wastewater System Improvements
1. Collection System: The Town of Holly Ridge is
currently implementing a project recommended by a study, "sewer
system investigation, Town of Holly Ridge, NC", conducted for
the Town by Henry von Oesen and Associates which will eliminate
identified inflow and
infiltration problem areas. Upon completion of this project,
the results of the work can be evaluated. Until such time,
no additional projects have been identified.
2. Treatment Facility: The wastewater treatment
facility is reported to be in compliance with its specified
limitations as dictated by the North Carolina Division of
Environmental Management. Other than routine operation and
maintenance items, no new projects have been identified.
V. Improvements Analysis/Carrying Capacity/Impacts
A. Water Distribution System.
1. Improvements to the Town's water distribution
system, as proposed, appear to represent a project of the'size
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and type that is feasible and would provide the Town of Holly
Ridge with a reliable and manageable water distribution system
(see Attachment B-E for project information).
2. The water rates that the Town currently has in
effect are adequate to generate enough revenue to meet their
obligations.
Current Rate Schedule:
First 3,000 gallons @ $9.00 minimum
Next 7,000 gallons @ $2.25 per 1,000 gallons
Next 10,000 gallons @ $2.20 per 1,000 gallons
All over 20,000 gallons @ $1.65 per 1,000 gallons
These rates are doubled for out of town customers.
We do not recommend an increse in rates. The current
water rates are inline with the rates of most towns the size
of Holly Ridge and increasing them significantly could present
undue hardship on the Town's citizens. The Town will need
assistance in accomplishing this project either through grants
such,,as State Clean Water Grants or low interest loans from
FmHA.
3. The proposed improvements will increase thewater
distribution system's capacity to serve the Town of Holly, Ridge
by increasing the efficiency of distribution of potable water.
Direct impacts will be less maintenance required to repair
leaking pipe joints and reduction of traffic disruption along
U.S. Highway 17 where most repairs are now required.
B. Water Treatment'Facility.
1. It appears that the rehabilitation of the existing
• abandoned water treatment facility is a project that is feasible
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and will provide the Town of Holly Ridge with a self-supporting
means of managing and maintaining its total water system, (see
Attachments F-I for project information).
2. The current water rate schedule for the Town
is adequate to generate enough revenue to meet all anticipated
obligations. This is possible becuase the Town can offset
increased obligations with reduced expenditures fo.r purchased
water, (see attachment I) .
3. The proposed improvements will give the Town
the ability to produce its own water supply and have more
flexibility in setting water rates which are equitable and
which produce a self-supporting system. However, this project
is not viable without an agreement with the Onslow County Water
System which allows the 2 systems to remain interconnected.
This would provide the Town with a reliable emergency source
of potable water and provide required storage (see Section
VI. Project Priorities
A. Water Distribution System
The problems associated with the existing failing
water mains call for immediate attention. The joint failures
are a constant maintenance requirement which keeps Town personnel
from other important duties. The Town should set the improvements
to the water distribution system as a high priority.
B. Water Treatment Facility.
Reactivation of the Town's water treatment facility
represents an important project which based on project costs
projected in Attachment G; could prove to be beneficial to
' the Town's becoming self supportive of its total water system.
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Because this project appears to be cost effective without having
to increase current -water rates, it should be the Town's first
priority. The Town should set a high priority on this project,
however, as soon as the Town is financially able, attention
should be placed on improvements to the water distribution
system.
VII. Town Policy
A. Existing Water and Wastewater System Policy.
The Town of Holly Ridge has adopted policies and
ordinances regulating wastewater discharge, application for
individual service, acceptance of new facilities, fire protection
and water and sewer extensions, both inside and outside of
the existing Town limits. These policies are contained in
the following 5 documents:
1) "Water and Sewer Rules and Regulations
of the Town of Holly Ridge
2) "Town of Holly Ridge Code of Ordinances".
3) "Town of Holly Ridge Policy and Procedures
for Acceptance of Improvements".
4) "Town of Holly Ridge Water and Sewer
Extension Policy".
5) "Ordinance Regulating Wastewater Discharge
Into the Town of Holly Ridge, NC Wastewater
System".
6) "Town of Holly Ridge Land Use Plan update".
Review of these documents indicates that the Town has a
comprehensive collection of policies that outline equitable
procedures for providing water and sewer service to its customers
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while protecting the Town's interests and the environment.
No deletion or revision of existing policy is recommended.
B. Proposed Land Use Plan Policy
The Town of Holly Ridge Land Use Plan defines several
policy additions which are water and sewer system related.
They are as follows:
1) "The Town policy is to insure the availability
of fresh useable water from the aquifer providing the Town's
water supply. No alternatives to this policy were considered.
Appropriate uses are those which would not endanger the Town's
water supply either from pollution or over use."
2) It is the policy of the Town to improve the function
of the sewage treatment system."
3) "The Town's policy will be to provide services
to development as needed".
These'proposed policies appear to compliment the
existing Town policies concerning water and wastewater systems
and enhance the findings of this plan. Of course, all improvements
will not be at the expense of the Town, but will be the responsibility
of the developer.
C.' Proposed Capital Facilities Plan Polic
Preparation of this plan and review of the existing
Town policy, Land Use Plan and revised Land Use Plan policy
have exposed several areas of concern in regard to water and
wastewater systems. The following policy additions are submitted
for consideration and adoption.
1) Water and Sewer Rates
a) Issue: The Town desires to have water and
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sewer systems that are self-supporting, in.order to be financially
stable and be able to properly maintain existing systems.
b) Policy: It is the Town's policy to establish
water and sewer rates which will create self-supporting water
and sewer systems.
c) Implementation:
i) The Town will conduct an annual review of its water and
sewer finances to determine the effectiveness of the current
water and sewer rates.
ii) Within established guidelines in the Holly
Ridge Town Code, the. Town will adjust the water and sewer rates
as needed, and as the citizens can bear, to provide sufficient
revenue to operate the water and sewer systems on a balanced
budget.
2) Operation of Water and Sewer Systems
a) Issue: The Town is currently lacking the manpower
to efficiently operate the wastewater and water systems.
b) Policy: It is the Town's policy to recruit and
maintain a staff position with primary function of operation
of the water and wastewater system.
c) Implementation:
i) Using funds (see Attachment I) generated by the
restored water treatment facility and sewer fee revenue, hire
a water and sewer system operator with proper State certifications.
ii) Ensure that the operator is kept abreast with
procedures for efficient operation of the system.
iii) To ensure that the water and wastewater systems
are properly maintained to produce acceptable end results and
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prolong life of systems.
3) Water and Sewer Extensions.
a) Issue: The Town is concerned that water and
sewer extensions are made in a manner that is in the best interest
of both the Town and the customers served by the extension.
b) Policy: The Town will retain the services of
a Professional Engineer, registered to practice in the. State
of North Carolina, to review, along with Town staff, all
proposed water and sewer extensions.
c) Implementation:
i) To protect Town interests.
ii) To ensure adequate line size for fire protection
and possible future extensions.
iii) To ensure adequate design to serve proposed
customers.
VIII. Recommendations
A. Water Distribution Svstem.
It is recommended that the Town replace existing
water mains which have deteriorated to the point of failure.
These improvements will provide better pressure, reduced leakage
and less maintenance requirements.
B. Water Treatment Facility.
It is recommended that the Town reconstruct its
existing water treatment facility. The Town should establish
an agreement with the Onslow County Water System to remain
connected to that system for emergency supply and storage
requirements. It should be noted that this project may not
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be feasible without an agreement with Onslow County. The.
reconstruction of the facility will eventually increase the
revenue generated by the water system and will give the Town
greater influence over its destiny.
C. Town Policy.
It is recommended that the policies presented in
this plan be adopted by the Board of Commissioners.
Proiect Initiation.
It is recommended that the Board of Commissioners
decide what method of producing revenue is to be used to finance
the recommended projects. It is suggested that the Board approach
the Local Governments Commission of the State of North Carolina
and the Farmers Home Administration for advice as to the availability
of grants or low interest monies for these projects. Following
financing arrangements, the projects can be pursued in more
detail with plans, specifications and construction documents. We
recommend that the projects be approved as submitted and the
necessary steps be taken to begin their financing. We do caution,
however, that for the water treatment plant reconstruction project
to be feasible, the Town must commit to proper maintenance of
the facility and must initiate an agreement with Onslow County
to remain interconnected with its water system.
Respectfully submitted
ANDREW & KUSKE ,'�4�N, CARO��''r,
CONSULT ENGINEERS, ENGINEERS, INC. ��pF ESSjo.�.�y
iS EAL
11966
hillip No is, P.E.
• /p +•...... N0�1 �%
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ENVIRONMENTAL IMPACT STATEMENT ATTACHMENT A
N. C. CLEAN WATER BOND ACT
WATER SYSTEM IMPROVEMENTS
TOWN OF HOLLY RIDGE, NORTH CAROLINA
1. Applicant
The applicant is the Town of Holly Ridge, P.O. Box 145,
Holly Ridge, North Carolina 28445. The application has been
prepared by Andrew & Kuske Consulting Engineers, Inc.
2. Proiect Description and Location
The project consists of improvements to the Town's Municipal
Waterworks System to provide adequate service, pressure, and
fire protection for the residents and the area business
establishments. The Town is located in the southeastern part
of Onslow County.
3. Public Necessit
.A. System and Area Needs. The proposed replacements will
provide the waterworks with reliable service. The proposed
improvements will increase the emergency fire protection and.
provide better pressure and reduce loss of water from leakage.
B. Public Health Needs. The water and wastewater systems
extensions and improvements will provide the Town with good
municipal systems to protect the public.
C. Compatibility With Local .and Regional Planning. Prior
being submitted in its final form to the concerned State and
Federal agencies for approval, the plan will be reviewed by
Local, County and regional planning agencies to insure that
it is compatible with present and future development objections
and the Town of Holly Ridge Land Use Plan update.
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ATTACHMENT A, CQnt'd
4. Probable Impact of Proposed Project on Environment
A. Water Resources Impact. The project will have -
no adverse effects on the withdrawal of water
water supply.
B. Land Use Impact. The acquisition of rights of
way if required for the proposed water projects will not alter
existing land uses such as recreation, historic areas, or scenic
areas.
C. Wildlife and Marine Resources Impact. The project
will have no effects on wildlife or marine resources.
D. Air Pollution and Noise Impacts. The proposed
project is a public works project and the noise level will
be temporary and normal for that type of construction. No
continuing sources of air and noise pollution are included
in this project.
E. Socio - Economic Impacts. The acquisition.of
rights of way for this project will not result in displacement
of families, disruption of businesses, recreational areas,
or other public facilities. By providing adequate services,
this project will improve the standard of living of the community
and provide more opportunities for social and economic growth
of the Town and its surrounding areas.
5. Significant Adverse Effects.
There will be no adverse effects upon the environment
as a result of -the construction of this project.
6. Measures to Minimize Adverse Effects.
Not applicable.
7. Alternatives to the Project.
• Not applicable.
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ATTACHMENT A Cont'd
8.. Short Term Uses and Enhancement of Long Term Productivity.
As has been explained in this statement, this project
will help to insure the public health and well being of the
Town and its surrounding area, and will contribute to
opportunities for improved social and economic conditions by
providing improved services to developed areas. The short
term inconvenience of the construction of the project will
be accepted by the residents as a minor inconvenience in the
light of the benefits to be derived from the project.
9. Irreversible and Irretrievable Environmental Changes.
There will be no irreversible or irretrievable effects
on the environment as a result of the construction of this
project.
10. Objections to the Project.
There are no known objections to the construction
of this project.
ANDREW & KUSKE CONSULTING ENGINEERS, INC.
Wilmington, North Carolina
22

.ATTACHMENT B
PRELIMINARY CONSTRUCTION COST ESTIMATE
WATER
DISTRIBUTION SYSTEM
along
U.S.
17 (See map #2)
Piping
900
if.
- 6" PVC
@$ 7.00
3,800
if.
- 8" PVC
@$ 9.00
Valves
6
ea.
- 6" valves
@$350.00
12
ea.
- 8" valves
@$500.00
Hydrants
_1
ea.
- New
@$600.00
6
ea.
- Reconnect
@$250.00
Pavement
Repair 500
if.
@$ 15.00
Concrete
Repair 100
if.
@$ 10.00
Reconnect
Services 25
ea.
@$ 75.00
Total Construction
Contingency (10%)
Technical Services
Legal and Fiscal
Interest
TOTAL PROJECT COSTS
** Method of funding has not been established.
$ 6,300.00
$ 34,200.00
$ 2,100.00
$ 6,000.00
$ 600.00
$ 1,500.00
$ 7,500.00
$ 1,000.00
$ 1,875.00
$
61,075.00
$
6,100.00
$
6,000.00
$
2,025.00
**
$
75,200.00
23

r _
x ATTACHMENT C
PROJECT COST ESTIHATE
WATER DISTRIBUTION SYSTEM
Construction $ 61 , 07 5
Land 6 Rights $ - 0 -
Legal 6 Administrative $ 2, 02 5
Engineering $ 6 , 0 0 0
Interest $
Equipment $ - 0 -
Contingencies $ 6 , 100
TOTAL PROJECT COST $ 7 5, 2 0 0
* UNKNOWN
PROJECT FINANCING PLAN
Cash Clean FmHA
Contrib. Wat. Bond Other Loan GO
by Appl. Grant Grant* Bonds Total
$75,200 0 ** 0 * $ 75,200
*Do not assume any FmHA Grant
** METHOD OF FUNDING HAS NOT BEEN ESTABLISH
Existing Indebtedness:
(This facility only)
Amortization Amount of
_ Purpose Amount Owed Period Installment
WATER BOND 65,000 7010 $ 41jOD nn
SERER 196,000 _ 2074
FLOOD PLAIN INFORMATION
;s any parr_ of project located in a flood plain area? If project is in
flood area, is applicant eligible for National Flood Insurance?
NO.
24

. i
ATTACHMENT D
Y
EXISTING RATE SCHEDULE
First 3, 00o gallons @ $9.00 Min.
.Next 7, 000 gallons @ 2-.-2'5 Per 1,000 gal.
10,000 gallons @ $ 2. 2 0
gallons @ "
All Over 2 0, 0 00 gallons @ $1. 6 5
PROPOSED RATE SCHEDULE
First NO CHANGE eallons @ Min.
Next gallons @ Per 1,000 gal.
1. gallons @ "
" gallons @
All Over gallons @ "
USE AND INCOME ESTIMATES
(According to proposed rate schedule)
WATER:
Benefited Users (All users with 3/4 x 5/8"meters)
Existing
New
Total
Res.
71
0
71
users
@
3,000gal.
$ 639.00
Res.
133
0
133
users
@
7,000 gad..
$ 2,064.00
Com.
2
2
users
@
3,000gal.
$ 10.00
Com.
6
0
6
users
@
7,000gal.
$ 108.00
con.
12
0
12
users
@
1o, as gal.
$ 297.00
Con.
2
2
2
users
@
>2a,000gal.
$ 158.00
Out of Town
30
0
30
users
@
3,000gal.
$ 540.00
Out of Town
30
0
30
7,000ga1.$___675.00
TOTAL
2 0 6
n
users
@
gal.
$ 4. 500
Non Benefited Users (All users with larger than 3/4 x 5/8 meters)
Existing New Total
users @ gal. $
users @ gal. $
users @ gal. $
users @ gal. $
TOTAL users @ gal. $
TOTAL N$ 4, 500 x 12 $ 54,7000 Annually
25

•
'
ATTACHMENT E
r
BUDGET
FOR COMPLETED
FACILITY
WATER
DISTRIBUTION
SYSTEM
Actual
Estimated
(Fiscal Year
(Completed
Ending 1989)
Facility)
Income:
Water Sales
$ 54,000
$ 54,000
Adv. Tax
Other
$ 6,400
6,400
TOTAL
$ 60,400
$ 60,400
EXPENSES:
Salaries
Supt. b Clerk
$ 8� 115. _
$ -8 .315.
Labor
_ Soc. Security Tax
$ 658.
658.
Office Exp. (Supplies,
$ 2,800.
$ 2, 800.
Postage, Heat, Elec-
tricity, Telephone,
Equipment, etc.)
Bond b Insurance
Audit
Testing -St. Reg. Agy,
Chemicals
Transportation
$ 500.
$ 500. "
Electricity
Supplies
$ 300,
S 3R
Maint. 6 Repairs
$ 7501
$ 3DD.
Miscellaneous
_ 8 3 0 0,
t 7 ,.Q Q Q,r
Bulk Water Purchase
$ 3 , n n n _
$ 31 s n n _
Debt Service
Existing
$ 4,100.
$ 4,100.
Proposed Addition
$16,000.
TOTAL
$579723.
$71.,473.
BALANCE AVAILABLE
$ 21 677 .
- $1 1 , 0 7 3 .
* ESTIMATIONOF DEBT SERVICE, ACTUAL AMOUNT WILL NOT BE KNOWN
UNTIL METHOD OF FUNDING IS ESTABLISHED.
26

.
ATTACHMENT F
PRELIMINARY
CONSTRUCTION
COST
ESTIMATE
WATER TREATMENT FACILITY
Sitework
@
$ 2,000
Well House Rehab.
1 Job
L.S.
@
$ 1,500
Chlorine System
1 Job
L.S.
@
$ 5,000
Reservoir with Aerator
1 Job
L.S.
@
$12,000
Filter System
1 Job
L.S.
@
$14,500
Interior Piping
1 Job
L.S.
@
$ 5,000
Backflow Preventer and
Vault 1 Job
L.S.
@
$12,000
Electrical Rehab.
1 Job
L.S.
@
$ 3,500
Chemical Feed System
1 Job
L.S.
@
$10,000
TOTAL CONSTRUCTION
COSTS
CONTINGENCY
(10 0 )
TECHNICAL SERVICES
LEGAL AND FISCAL
INTEREST
TOTAL PROJECT COSTS
*Method of funding has not
been established.
27
$ 2,000
$ 1,500
$ 5,000
$ 121,500
$ 14,500
$ 5,000
$ 12,000
$ 3,500
$ 10,000
$ 65,500
6,550
7,450
2,000
$ 81,500

t
ATTACHMENT G
PROJECT COST ESTIMATE
WATER TREATMENT FACILITY
Construction $ 65,500.
Land b Rights $ -0-
Legal b Administrative $ 2 ; 000 .
Engineering $ 7,450.
Interest $
Equipment $ -0-
Contingencies $ 6.5 5 5 n _ _
TOTAL PROJECT COST $ 81 , 500.
UNKNOWN
PROJECT FINANCING PLAN
Cash Clean FmHA
Contrib. Wat. Bond Other Loan GO
by Appl. Grant Grant* Bonds Total
$81,500. 0 * 0 0 * $81,500.
*Do not assume any FmHA Grant
* METHOD OF FUNDING HAS NOT BEEN ESTABLISHED.
Existing Indebtedness:
(This facility only)
Amortization Amount of
Purpose Amount Owed Period Installment
Water Bond 65�Onn 7nt0 $ 4,100.00
Sewer 196,000 2024 $16.134.00
FLOOD PLAIN INFORMATION
Is any part of project located in a flood plain area? If project is in
flood area, is applicant eligible for National Flood Insurance?
NO
N-11

f
ATTACHMENT H
EXISTING RATE SCHEDULE
First 3,Goo
gallons
@ $9.00 Kin.
Next 7, 0 0 0
gallons
@ $2. 15 Per 1,000 gal.
" 10 '000
gallons
@ $2. 20
"
gallons
@ "•
"
All Over 2 0, 000
gallons
@ $1. 65
PROPOSED RATE SCHEDULE
First NO CHANGE
gallons
@ Kin.
Next
gallons
@ Per 1,000 gal.
"
gallons
@
"
"
gallons
@
"
All Over
gallons
@
"
USE AND INCOME ESTIMATES
(According to proposed rate achedule)
WATER:
Benefited Users
(All users
with 3/4 xi5/Wma tern)
Existing New
Total
Res .
71 . 0
71
users @ 3, 000 gal..
$ 63?. 00
Res.
133 0
133
users @ 7,000gal.
$ 2,064.00.
Com .
2
2
users @ 3,00 gal.
$ 18.00
Com .
6 0
6
users @ 7, 000 gal.
$ 108.00
Com.
12 0
12
users @ 1o,000gal.
$ 297.00
Com.
2 2
2
users @ >20,000gal-
$ 158.00
Out o P Town
30 0
30
users @ 3, 000 gal-
$ 540.00
Out of Town
30 0
30
7,000gaI.S_ 675.00
TOTAL 2 0 6 0
users @ gal.
$ 4. 500
Non Benefited Users (A11 users
with larger than 3/4
x 5/8 meters)
Existing New
Total.
users @ gal,
$
—'
useru @ gal.
$
users @ gal.
$
users @ gala
$
TOTAL
users @ gal.
$
TOTAL e $
4,500 x 12 .. $ 54,000 Annually
29

Income:
Water Sales
Adv. Tax
Other
TOTAL
ATTACHMENT I
BUDGET FOR COMPLETED FACILITY
WATER TREATMENT FACILITY
Actual Estimated
(Fiscal Year (Completed
Ending 1989) Facility)
$54,000
$ 6,400
$60,400
$54,000
$ 6,400
$60,400
EXPENSES:
Salaries
Supt. b Clerk
B.315-
$16.630
Labor
Soc. Security Tax
658.
E 987.
Office Exp. (Supplies,
$ 2, B00.
$ 3,000.
Postage, Heat, Elec-
tricity, Telephone,
Equipment, etc.)
Bond 6 Insurance
Audit
Testing -St. Reg. Agy.
Chemicals
n
S 4,000
Transportation
t 5 n n_
5 n n
Electricity
$ n
l Inn
Supplies
$ -inn
$ 5nn
Maint. 6 Repairs
$ -5n
$ i nnn
Miscellaneous
$ n' n n
$ a -inn
Bulk Water Purchase
$3? na o
n
Debt Service
y 4, 1 0 0
$ 4,100
Existing
Proposed Addition
$16 , 000
TOTAL
$57, 723
$56, 417
BALANCE AVAILABLE
$ 2, 677
E. 3, 983
*ESTIMATION OF DEBT
SERVICE,
ACTUAL AMOUNT WILL
NOT BE KNOWN
UNTIL METHOD OF FUNDING
IS ESTABLISHED.
30

ATTACHMENT D
r
EXISTING RATE SCHEDULE
First 3.009 gallons @ $9. 00 Min.
Next 7 , 000 gallons @ $ . 225 Per 1,000 gal.
10, 000 gallons @ $ 2. 2 0
gallons @ "
All Over 20,000 gallons @ $1.65
PROPOSED RATE SCHEDULE
First NO CHANGE eallons @ Min.
Next gallons @ Per 1,000 gal.
gallons @ " " It
gallons @ "
All Over gallons @ it
USE AND INCOME ESTIMATES
(According to proposed rate schedule)
WATER:
Benefited
Users
(All users
with 3/4
xz5/8'meters)
Existing
New
Total
Res.
71
0
71
users @
3,000gal.,
$
63?.00
Res.
133
0
133
users @
7,000 gal.
$
2,064.00.
C o n .
2
2
users @
3,000 gal.
$
18.00
Com.,
6
0
6
users @
7,000gal.
$—
108.00
Com.
12
0
12
users @
ia,000gal.
$
297.00
CoM.
2
2
2
users @
>20,000gal
$
158.00
Out of Town
30
0_
30
users @
3,000gal.
$
540.00
Out of Town
30
0
30
7,000ga1.$
675.00
TOTAL
266
n
users @
gal.
$
4. 500
Non Benefited Users (All users with
larger than 3/4
x 5/8 meters)
Existing
New
Total
users ,@
gal.
$
--
u©era @
gal.
$
users @
gal.
$
uaera @
gal.
$
TOTAL
users @
gal.
$
TOTAL. A$ 4,500 x 12 a$ ' 5 4, 0 0 0 Annually
25

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