HomeMy WebLinkAboutAllen Proposed Permanent Water Solution_20161111Permanent Water Supply Proposal to DEQ - Allen
Allen Steam Station
Gaston County
272 eligible households; 3 community supply wells
Duke Energy has evaluated the feasibility and costs of providing a permanent replacement
water supply to eligible households, as required under G.S. 130A-309.21 1 (cl) of House Bill
630. Households were designated as "eligible" if any portion of a parcel of land crossed the
mile compliance buffer described in HB630 and if the household currently utilized well water or
bottled water (under Duke Energy's bottled water program) as the drinking water source.
Although HB630 indicates that households are to be covered, Duke Energy has included four
(4) offices/businesses as eligible locations. In addition, Aqua North Carolina serves 77
households from three (3) public community wells located within the'/2 mile boundary. Although
Aqua is already providing these households with a public water supply, Duke Energy has
included the Aqua North Carolina community wells and the households they serve as eligible.
Undeveloped parcels were identified but were not considered "eligible" because groundwater
wells are not currently utilized as a drinking source.
Dewberry, a respected outside vendor, conducted the Potable Water Programmatic Evaluation
(attached); the evaluation consisted of a survey of eligible households and a preliminary
engineering evaluation, cost estimate and schedule. Dewberry's report, for the most part,
assumes one metered connection per parcel; therefore, multiple homes may be serviced by one
connection. The total count in this proposed plan includes all final connections.
Based on the results of the Dewberry evaluation and the factors below, Duke Energy proposes
that 193 eligible households and businesses be offered the option of a connection to the City of
Belmont water supply or the installation of a water treatment system. Duke Energy also
proposes that an interconnection between the City of Belmont and the three Aqua North
Carolina systems be offered to Aqua, who would then continue to serve their 77 current potable
water customers. Duke Energy is recommending that the household on Plant Allen Road be
offered a water treatment system (labeled as property 195 in the Dewberry evaluation, with the
potential water main shown as being run along Boat Club Road).
The City of Belmont already has municipal lines located along South Point Road and Armstrong
Road; therefore, some of the households would require only service lines. Water line
extensions would be required along Canal Road (approximately 475 feet); Wildfire Lane (and
remaining roads in the subdivision with the furthest household approximately 1,750 feet from the
current main); Warren Drive (and remaining roads in the subdivision with the furthest household
approximately 1,475 feet from the main); Lake Mist Drive (and remaining roads in the
subdivision with the furthest household approximately 1,460 feet from the main); Wingpoint
Drive (and remaining roads in the subdivision with furthest household approximately 3,500 feet
from the main), and Reese Wilson Road (and remaining roads in the subdivision, with the
furthest household approximately 4,660 feet from the main).
,& DUKE
ENERGY:
Permanent Water Supply Proposal to DEQ - Allen
A water treatment system is being recommended for the household on Plant Allen Road. While
the City of Belmont did not indicate any issues related to water quality for the system as a
whole, serving one household at the end of a 3,000-foot line down Boat Club Road may result in
water quality concerns due to low water usage. Also, running a municipal line to just this one
household is estimated at $212,000. The cost estimate indicates that running the line to this
household is cost prohibitive. Total costs shown in the table below exclude costs associated
with running a public water supply line to this location; therefore, the costs below are different
than the costs included in Appendix D of the Dewberry evaluation.
Estimates prepared by Dewberry, in conjunction with design information provided by the local
water municipality, have revealed that the three Aqua wells and at least 130 of the remaining
eligible households must accept connection to the public water supply for such connection to be
cost-effective. Accordingly, Duke Energy proposes that if less than 130 eligible households and
the three Aqua wells accept a connection to a public water supply, then Duke Energy will
reevaluate the system and propose an alternative proposal to NCDEQ. Dewberry's cost
estimate also assumes that Aqua North America will have an interconnect to the City of Belmont
and will continue to serve their customers through the interconnected system. If the City of
Belmont requires Aqua to replace the existing water distribution system and the system
becomes cost prohibitive, Duke Energy will notify NCDEQ.
From initial discussions with the City of Belmont and an evaluation of the system by Dewberry,
the City of Belmont has adequate water capacity and the water quality could be maintained
utilizing their current flushing schedule. The cost estimate includes the installation of automatic
flushing devices. The City of Belmont did indicate concerns over maintaining desirable
customer pressure in the southern part of their system, but Dewberry's evaluation concluded
that adding the households in this proposed plan would not adversely affect the overall water
pressure in the system.
The performance standard for the public water system is the Federal MCLs. The performance
standard for the water treatment system is also the Federal MCLs except for those constituents
identified in 2015 as having potential health concerns: arsenic, hexavalent chromium, cobalt,
iron, lead, manganese, sulfate and vanadium. For these constituents, the performance
standard will be either one-half of the MCL, or the appropriate state standard, whichever is more
protective.
Duke Energy is currently evaluating an ion filtration treatment system; this system has been
successfully installed in other parts of the state, and initial results show it performs well in
reducing vanadium and hexavalent chromium, among other constituents. The costs shown
below are for a conceptual ion filtration treatment system. The final water treatment system will
be based upon the results of field studies.
Duke Energy has made efforts to identify all eligible households, but it is anticipated that a
nominal number of additional households will be identified during the initial outreach effort
conducted upon approval of this plan by NCDEQ. If the final number of households, or the final
number of households opting for public water supply, results in a conclusion different than those
stated in this preliminary plan, Duke Energy will revise and submit the new plan to NCDEQ for
DUKE
�, ENERGY:
Permanent Water Supply Proposal to DEQ - Allen
evaluation and approval. Also, the estimate assumes one public water connection (i.e. meter
box) per parcel; for parcels containing two households, the number of connections will be
determined based upon negotiations between the well owner(s) and the municipality. Well
owners will be responsible for making the decision for their parcels. Only households within the
'/z mile boundary and served by well water at the time of the submittal of this plan will be eligible
for a permanent water supply as part of HB630.
The Dewberry evaluation includes a project schedule based on their past experience installing
public water systems. This preliminary project schedule indicates that a permanent water
supply will be available by September 2018. Upon submittal of this plan to NCDEQ, Duke
Energy will begin negotiations with the local municipality and a more detailed schedule will be
developed. If the municipality's schedule shows an implementation date extending beyond
October 15, 2018, Duke Energy will request an extension and look at whether other contingency
measures need to be implemented.
,& DUKE
ENERGY:
Permanent Water Supply Proposal to DEQ - Allen
i
Public Water Supply
Ion Filtration Water
Connection
Treatment System
Total Number Recommended
271 households;
1
3 community supply wells
Water Quality Criteria
Meets applicable water quality
Yes
Yes
standards Federal MCLs
Completion Schedule
Estimated completion date
09/2018
08/2017
Request extension to 10/2019
Contingency factors
and/or install water treatment
N/A
systems until line is complete
Operational Considerations
Required acceptance level to
achieve consistent water quality and
N/A
N/A
supply
76% (130 households plus 3
Required acceptance level to
achieve targeted cost per eligible
Aqua wells)
N/A
household <$35k/household
N/A
Location of households relative to 200 ft. — 4,660 ft.
existing municipal water lines 0.04 miles — 0.88 miles)
Assumes interconnect
Only household on road
Other considerations between Aqua system and
to be connected to new
City of Belmont
water line
Costs
Total Installation Costs $7,258,000
F $7,000 - $10,000 1
Approximate cost per eligible
$26,800
$7,000 - $10,000
household
Annual Maintenance Costs
N/A
$500 - $2,000
Maintenance cost per household
N/A
$500 - $2,000
annual)
Non -Duke Costs
Total estimated water bills monthly $21,092
N/A
Estimated water bills monthly per
household (*Aqua O&M surcharge is $73; $90 Aqua customers
N/A
estimated)
Ongoing municipality costs for
maintenance and flushing due to TBD
N/A
low-flow/low-usage
Total Costs
r
(Duke and Non -Duke
Total estimated cost for all eligible
h10 b $9,789,040
$12,000 - $30,000
neg ors over years
Total estimated cost for each eligible
neighbors over 10 years
(� DUKE
�' ENERGY,.
$36,120 r $12,000 - $30,000
Dewberry
Allen Steam Station Phase II
Potable Water Programmatic
Evaluation
Duke Energy
November 11, 2016
SUBMITTED BY:
Dewberry
2610 Wycliff Road
Suite 410
Raleigh, NC 27607
SUBMITTED TO:
Duke Energy
Table of Contents
ExecutiveSummary ...............................................................................................2
1. Introduction and Project Approach..............................................................4
2. Phase II Basis of Design................................................................................6
2.1 Potable Water Connection Mapping..............................................................
6
2.2 Municipal Potable Water Connection Opinion of Probable Cost.................6
3. Site Analysis...................................................................................................7
3.1 Station Mapping and Household Data..........................................................
7
3.2 Field Observations..........................................................................................
8
3.3 Other Considerations.....................................................................................
8
4. Regulatory Permitting..................................................................................10
5. Schedule........................................................................................................11
6. Opinion of Probable Cost............................................................................12
Appendix A: Allen Station Phase II Mapping
Appendix B: Allen Station Household Data Spreadsheet
Appendix C: Schedule
Appendix D: Opinion of Probable Cost
9 Dewberry Duke Energy 1 Allen Steam Station Phase 11 Potable Water Programmatic Evaluation 11
Executive Summary
This Phase II evaluation is structured to comply with the requirements of North Carolina House Bill 630:
Section 13oA-309.211.(ci) of House Bill 63o requires provision of permanent water supply for each household that has a
drinking water supply well located within a 1/2 mile radius from the established compliance boundary of a coal combustion
residuals impoundment, and is not separated from the impoundment by the mainstem of a river, or other body of water that
would prevent the migration of contaminants through groundwater from the impoundment to a well.
To address the provisions of House Bill 63o, Dewberry performed this Phase II preliminary engineering evaluation to supply
potable water to residents within a 1/2 mile of the compliance boundary. Preparation of this report is intended to comply with
the House Bill 63o requirement to make a report submittal to the North Carolina Department of Environmental Quality (DEQ)
by December 15, 2o16.
On August 25, 2016 a project review meeting was held at Belmont City Hall. Representatives from Duke Energy, Dewberry,
and the City of Belmont attended the meeting.
Detailed Phase II mapping was developed using Gaston County property maps that show each household in the 1/2 mile
compliance buffer. Dewberry visually observed the households shown on the Phase II mapping on September 9, 2o16.
A household database was developed using Gaston County tax records tied to the GIS shape file which identifies the property
owner and the address for each household within the 1/2 mile compliance buffer.
Based on our site observations and the Phase II mapping, it appears to be technically feasible to install the potable water main
in the public road right of way or along private roads using conventional construction methods. Easements appear to be
required for seven areas.
A schedule was prepared in part to show milestone dates needed to comply with House Bill 630 which states the following:
• Report submittal to the North Carolina DEQ no later than December 15, 2016.
• DEQ renders a final decision to approve or disapprove the report no later than January 15, 2017.
• Permanent replacement water supplies are provided no later than October 15, 2o18.
If each of the milestone dates are met, the schedule indicates that project completion can occur in September of 2o18 which
meets the House Bill 630 schedule requirement for permanent replacement water supplies.
An opinion of probable cost was developed to provide potable water connection to 272 households within the 1/2 mile
compliance buffer. The estimated costs are summarized below:
Potable Water Connection
Potable Water Connection per household
272 Households 1 $7,470,000
$27,000
TODewberry Duke Energy Allen Steam Station Phase 11 Potable Water Programmatic Evaluation 2
The potable water connection cost estimate includes a 25% contingency which is deemed consistent with a project at the
preliminary engineering level of detail.
This report provides additional detail on the Project Approach, Basis of Design, and Site Analysis. Allen Steam Station
mapping is provided in Appendix A. The household database is provided in Appendix B. The Allen Steam Station Potable
Water Schedule is provided in Appendix C, and the Opinion of Probable Cost is provided in Appendix D.
As indicated on Sheets 4 through 8 in Appendix A, 77 households are currently served potable water from Aqua North Carolina
(Aqua) private community water systems. Aqua has three groundwater supply wells within the compliance buffer. Households
within the compliance buffer served by Aqua are shown with blue font parcel numbers. The Aqua served households are
included in this evaluation. This evaluation proposes that the households will be supplied with City of Belmont water through
system interconnects to be owned and operated by Aqua. This arrangement assumes that Aqua and the City of Belmont will be
willing to enter into a purchase water agreement.
TODewberry Duke Energy Allen Steam Station Phase 11 Potable Water Programmatic Evaluation 3
1. Introduction and Project Approach
PROJECT INTRODUCTION
During the Phase I programmatic potable water evaluation desktop study, concept level mapping was developed showing the
Allen Steam Station location, the potential potable water tie-in location, and potential pipe routing to residents within a 1/2
mile of the compliance boundary. We used the Phase I mapping to develop a concept level cost estimate with a 40
contingency. During this Phase II evaluation sufficient preliminary design work has been performed to prepare a cost estimate
with a 25% contingency.
This Phase II evaluation is structured to comply with the requirements of North Carolina House Bill 630: Section 13oA-
309.211.(ci) of House Bill 630, which requires provision of permanent water supply for each household that has a drinking
water supply well located within a 1/2 mile radius from the established compliance boundary of a coal combustion residuals
impoundment, and is not separated from the impoundment by the mainstem of a river, or other body of water that would
prevent the migration of contaminants through groundwater from the impoundment to a well.
To address the provisions of House Bill 63o referenced above Dewberry has performed a Phase I screening level evaluation and
this Phase II preliminary engineering evaluation of the technical and economic feasibility to supply municipal potable water to
residents within a 1/2 mile radius of the compliance boundary. The Phase II evaluation results will be used to prepare the
submittal to the North Carolina Department of Environmental Quality (DEQ) by December 15, 2o16 as required by House Bill
630.
Using publicly available information Dewberry evaluated the following criteria to perform the Phase II Allen Steam Station
preliminary engineering study:
• Identified public road right-of-way widths and ownership along the pipe route
• Evaluated feasibility to install the proposed water main within the unpaved shoulder of an NC DOT roadway
• Documented approximate location of U.S. waters, including possible wetlands shown in the U.S. Fish & Wildlife Service
National Wetlands Inventory (as applicable)
• Identified potential jurisdictional and permitting authorities to establish permitting needs
• Estimated potential easement acquisition areas (estimated square footage and number of parcels affected)
• Evaluated potential conflicts with known existing utilities
• Estimated the pipeline length and pipe diameter(s) for the water main and the individual service lines
• Evaluated the potential need for a water booster pump station or elevated tank to sustain adequate water pressure
• Evaluated the water age and potential need for supplemental disinfection
• Evaluated the potential need/requirement for fire hydrants and hydrant quantity
• Evaluated potential construction methods and challenges
• Evaluated potential municipal water system future improvements based on published Capital Improvement Plan (CIP) or
published Master Plan
TODewberry Duke Energy Allen Steam Station Phase 11 Potable Water Programmatic Evaluation 4
PROJECT APPROACH
Dewberry contacted the Duke Energy Community Relations District Manager to discuss the information needed to execute the
Phase II evaluations, and to arrange for a subsequent meeting with the local water purveyor, the City of Belmont.
On August 25, 2016 a project review meeting was held at Belmont City Hall to discuss execution of this Phase II preliminary
evaluation and subsequent project execution. Representatives from Duke Energy, Dewberry, and the City of Belmont attended
the meeting. The primary purpose of the meeting was to confirm the water distribution system tie-in location, system pressure,
pipe size, and water quality at the tie -location, capacity limitations, and any future planned water system projects that could
impact the Phase II evaluation. Dewberry also inquired as to whether any households within a 1/2 mile of the compliance
boundary were presently being served by municipal potable water. Following the meeting, Dewberry performed an initial
drive -by observation of the potable water pipe route.
During Phase I Dewberry obtained municipality mapping of the potable water distribution system and then developed draft
maps showing the Allen Steam Station, the respective potable water distribution system tie-in location, and the water main
pipe routing. We used the Duke Energy Drinking Water Receptor Surveys for Coal-fired Power Stations developed in 2014 to
show compliance boundaries and the water supply wells within a 1/2 mile of the compliance boundary. The maps were
prepared using GIS as the native software.
During Phase II we developed more detailed mapping based on Gaston County property maps to identify property owners and
household addresses within the 1/2 mile compliance buffer.
Using the Phase II mapping a database of property owners and household locations was developed. Dewberry also contacted
the City of Belmont to confirm residents along the existing water mains within the compliance buffer who are connected to the
system. This information allowed for identification of residents who were located along the existing water line but not
connected to the water system. We also prepared a project schedule.
Dewberry then developed an opinion of probable cost for the installation of piping infrastructure to the potable water tie-in
location. We used vendor budgetary costs for the primary capital equipment and used cost factors to estimate the installation
costs. We did not obtain contractor installation cost estimates for this evaluation. Dewberry reviewed the cost data with Duke
Energy to obtain concurrence on the methodology and the allowances applied.
TODewberry Duke Energy Allen Steam Station Phase 11 Potable Water Programmatic Evaluation 5
2. Phase II Basis of Design
The purpose of this section is to document basis of design assumptions that were used to prepare the Allen Steam Station
mapping, opinion of probable cost, and schedule.
2.1 POTABLE WATER CONNECTION MAPPING
Key assumptions for the potable water connection mapping are as follows:
Potable water piping is routed along state roads and will use municipality/county existing easements where possible.
There are a limited number of households located on private roads or private driveway extensions, which will require
private easements.
Power transmission line easements will not be used for installation of the potable water piping.
2.2 MUNICIPAL POTABLE WATER CONNECTION OPINION OF
PROBABLE COST
Key assumptions for the potable water connection cost estimates are as follows:
Item 1 on the cost estimate shows 8 inch C-goo PVC for the potable water main pipe. The 8 inch diameter is required to
comply with the City of Belmont design standards.
The 8 inch water main pipe is sized to allow for fire hydrant connection. The City of Belmont water system design
standards require fire hydrants be installed.
Items 1 through 7 on the cost estimate show material cost for the piping, valves, and associated fittings. The sum of Items 1
through 7 is shown as a separate line item. A 30% cost factor is then applied to the summed value to estimate the cost to
install the pipe, valves, and fittings. The cost estimate quantities are based on the Allen Steam Station mapping and
assumptions stated on the cost estimate. The unit costs are based upon vendor budgetary costs and cost data from recent
similar projects.
• The sum of quantities for items 23 and 24 on the cost estimate indicates there are 174 potable water connections. The 18 2
inch service taps are for service connections exceeding i,000 feet or parcels with multiple connections. The 156 3/4 inch
service taps are for individual household connections close to the proposed main and meter box connection.
• The number of household connections shown in the cost estimate is based upon the Gaston County property maps, drive -
by observations, and includes homes that are presently served from the Aqua community water systems.
• Three business/office sites were identified within the 1/2 mile buffer and are currently not connected to public water.
These sites are included in the site evaluation and cost estimate.
Items 8 through 19 and items 23 through 28 are installed cost, so a 30% installation cost factor was not applied.
Items 20 through 22 are material cost, so a 30% installation cost factor was applied.
Items 1 through 28 are summed and shown as a SUBTOTAL. Cost factors are then applied to the SUBTOTAL to estimate
the balance of the project costs. We have applied a 25% contingency which is deemed consistent with a preliminary
engineering evaluation.
Item io is for the repaving of subdivision streets per the City of Belmont Standards.
Item 19 is an estimate for private well closure, which is required prior to a new connection to the City's water system to
prevent backflow potential (per verbal communication with City of Belmont).
Additional assumptions that Dewberry used to prepare the cost estimates are provided as footnotes in Appendix D.
Contractor General Conditions are included for the duration of on -site construction phase activities.
Easement acquisition includes the cost to compensate land owners for water or service lines extended down private roads
and/or across private property.
TODewberry Duke Energy Allen Steam Station Phase 11 Potable Water Programmatic Evaluation 6
3. Site Analysis
3.1 STATION MAPPING AND HOUSEHOLD DATA
The Phase II map in Appendix A shows the proposed tie-in location to the existing City of Belmont potable water supply
system, indicating that just over 4 miles (~23,000 LF) of new potable water piping is required to serve households within the
1/2 mile compliance buffer.
The City of Belmont will own the infrastructure and manage the water supply, O&M, and metering/billing of water use for the
new potable water system and service connections. The City has indicated the system would be required to be designed and
constructed per their standards.
The Phase II Site map and sheets in Appendix A were prepared by overlaying Gaston County property maps onto the
compliance boundaries detailed in the Duke Energy Drinking Water Receptor Surveys for Coal-fired Power Stations developed
in 2014. The Appendix A Site map shows the 1/2 mile compliance buffer and ii rectangular sheet map sections. These 11 sheets
illustrate the water main route, individual households, and household service line connections within the 1/2 mile compliance
buffer. During the September 9, 2016 drive -by, Dewberry visually observed the area of service shown in the Appendix A sheet
mapping.
The household database in Appendix B was created from the Gaston County tax records tied to the GIS shape file which
identifies the property owner and the address for each household within the 1/2 mile compliance buffer, including parcels of
land with no residents (empty lot). The parcel data listed on the spreadsheets also includes Parcel ID, Land Use, Easement
Requirement, and anticipated Water Demand for each property. It should be noted that a number of parcels had more than
one home located on the property; in this case one meter was assumed with length of service line assumed to extend to each
home from a single meter. Engineering judgment was utilized in cases where homes were located out of sight from the road
and multiple structures could be seen during an aerial review.
The parcel located at the corner of Southpoint Road and Reese Wilson Road (Parcel no. 20 shown on sheet 8) provided one
exception to the practice of limiting one meter per parcel. There is one stand-alone home and two subdivision -like roads with
homes located on the parcel. The property is privately owned and we understand the homes are rental property. In this case, a
larger service line and one meter each was extended to the two subdivision -like roads with an additional meter to the stand-
alone home.
The parcel located at the end of Reese Wilson Road (Parcel no. 199 on sheet 11) provided another exception to the practice of
limiting one meter per parcel. The property is subdivided by the road with two homes located on one side of the road and seven
homes located on the other side of the road. Two meters were allotted for this parcel with one meter on one side and one meter
on the opposite side of the road.
Review of the mapping from Appendix A allowed for estimates of the required private easement areas around the Allen Steam
Station. The potable water main proposed to serve residents around the Allen Steam Station will require private easement
acquisition in seven areas. Standard municipal easement practices were followed around the Allen Steam Station, which
includes multiplying the length of the water main or service line on private property by 30 feet to obtain the area. The area was
then multiplied by 50% of the average land value (per acre) as indicated by public tax assessment for properties around the
Allen Steam Station, providing an estimate of the potential easement cost. Temporary easements were not included in the
calculation.
TODewberry Duke Energy Allen Steam Station Phase 11 Potable Water Programmatic Evaluation 7
The parcels located off Southpoint Road in the Heather Glen Lane, Highland Way, and Woodbend Drive areas are currently
being served by Aqua community water systems. There are a total of 77 households in these three systems and the systems are
proposed to be served with City of Belmont water. This evaluation proposes that Aqua will continue to own and operate the
water system through two interconnects with the City of Belmont. This arrangement assumes that Aqua and the City of
Belmont will be willing to enter into a purchase water agreement.
3.2 FIELD OBSERVATIONS
As shown in Appendix A, the water main piping will be installed along state roads, where possible. During the September 9,
2016 drive -by Dewberry did not observe above grade conflicting physical features that are likely to have a significant impact on
the construction cost or schedule.
Based on our observations and the Phase II mapping, we deem it technically feasible to install the potable water main in the
public road right-of-way. The majority of the construction will incorporate conventional construction methods, such as an
open trench with pipe bedding material. Approximately 14 water main road crossings and 96 service line road crossings will be
required. Road crossings will be constructed by subsurface boring to avoid open road cuts and traffic impacts, where possible.
It should be noted that the road crossing count could be modified based upon final design and which side of the road the water
main will be installed.
Dewberry did not observe surface water or apparent wetland infrastructure encroachment impacts. This is consistent with
USGS mapping and the U.S. Fish & Wildlife Service National Wetlands Inventory.
During the drive -by Dewberry did not observe potential conflicts with known existing utilities. An eight inch natural gas main
is located in the west side of Southpoint Road and the north side of Armstrong Road, with existing Belmont water lines located
on the opposite side of the road. One water line extension and several service line connections will require crossing of the
natural gas main, however this can be constructed with proper planning. Fiber optic markers were not observed during the
drive -by, but are typically located within the state road right-of-way and are smaller in diameter than water piping, therefore
they would not cause a significant conflict during construction. Aboveground electric was observed and therefore not
considered to conflict with water main installation. In the newer neighborhoods near Reese Wilson Road underground electric
was noted and the water main was planned accordingly.
Dewberry has indicated (where applicable) piping along the edge of NCDOT road between edge of pavement and edge of right-
of-way. In areas that are considered subdivision streets (such as Wildlife Road and Midwood Lane), we referred to Belmont
standards and have planned for the water main to be within the paved street. The installation within the subdivision streets
will require replacement of approximately 5-ft of pavement width at minimum. In areas that we could not determine right of
way status (public or not) or areas where private property may have been constructed onto right-of-way, we either provided an
allowance for water main or water service line easement, or the construction impact is accounted for in the cost estimate as a
renovation allowance.
3.3 OTHER CONSIDERATIONS
The City of Belmont operates a medium-sized water system and manages the water supply and metering/billing for water use.
The City of Belmont sources its water from the Catawba River/Lake Wylie and has capacity to supply 9.5 million gallons per
day (MGD) with current 2016 demand of approximately 1.5 MGD. Therefore there is adequate capacity to serve 272 additional
households.
TODewberry- Duke Energy Allen Steam Station Phase 11 Potable Water Programmatic Evaluation 8
The City of Belmont's primary water system pressure zone operates at hydraulic grade line of 852 feet above mean sea level
with the majority of elevated storage in the northern and central part of the system. A single 12-inch main serves the area south
of Belmont and customers along Southpoint Road. The City provided fire hydrant flow results conducted in 2014 for the
southern portion of the system that indicated static pressures to range from 75 psi to 8o psi. The flow test indicated
approximately Boo gpm fire flow with residual flowing pressure of 40 psi. These pressures and flows are deemed adequate for
residential customers; however, during peak demands the pressures could be less than desirable.
During our discussions with Belmont, the City stated that maintaining desirable customer pressures in the southern part of
their system (including the vicinity of the Allen Steam Station) during peak demand is an on -going concern. In 2015 the City
performed a water distribution study and a hydraulic model to address the water pressure in the area around the Allen Steam
Station, Reflection Point subdivision, and Armstrong Road adjacent to Lake Wylie. The 2015 water distribution study
recommended a new water booster pump station and elevated storage tank be constructed within the next five years (2015-
2020) to serve the Southpoint peninsula and the Armstrong Road area. The recommended elevated tank volume is 500,000
gallons, which would increase pressure and fire flow for the current connections and allow for additional connections as
development occurs. The elevated storage tank and water booster station are not included in this evaluation as they are not
needed to serve the 272 households within the 1/2 mile buffer.
Additionally, the water system study reports that existing water age in the area ranges from 3 to 6 days during average daily
demand periods. The City routinely flushes to maintain an adequate disinfection residual concentration and to reduce the
potential for Disinfection Byproduct (DBP) formation. The water age can be reduced by increasing water demand and/or
increasing the flushing frequency; therefore adding additional customers to Belmont's system in the Southpoint Road area may
benefit water quality. Disinfection boosting is not proposed for the system as planned, however systematic flushing should
continue to be considered a standard operating protocol for the entire system and, as such, automatic flushing devices have
been included in the system layout. The City anticipates that water age will decrease as the Reflection Pointe, Reese Wilson
Road, and Armstrong Road areas continue to develop. The City also anticipates that with the planned addition of 500,000
gallons of elevated system storage, DBP formation will be closely monitored.
TODewberry Duke Energy Allen Steam Station Phase 11 Potable Water Programmatic Evaluation 9
4. Regulatory Permitting
The water main design will be required to adhere to requirements of the following agencies and permitting authorities. Each
permit will require a separate set of documentation and will be submitted individually to the respective permitting agency. The
timeline for submittal and approval is presented in the Allen Steam Station Potable Water Schedule detailed in Appendix C.
• NCDOT Right-of-way Encroachment Agreement, Primary and Secondary Roads
• NCDEQ, Division of Land Quality, Erosion and Sedimentation Control Permit
• NCDEQ, Division of Water Resource, Public Water Supply Permit
• City of Belmont, Development Approval
TODewberry Duke Energy Allen Steam Station Phase 11 Potable Water Programmatic Evaluation 10
5. Schedule
The Phase II project schedule is provided in Appendix C.
The schedule was prepared in part to show milestone dates needed to comply with House Bill 630 which states the following:
• "No later than December 15, 2016 an impoundment owner shall submit information on permanent replacement water
supplies proposed to be provided to each household"
• "The Department shall evaluate information submitted by the impoundment owner and render a final decision to approve
or disapprove the plan, including written findings of fact no later than January 15, 2017"
• "As soon as practical, but no later than October 15, 2018 the owner of a coal combustion residual surface impoundment
shall establish permanent replacement water supplies"
The schedule indicates DEQ report submittal on December 15, 2016 and DEQ approval by January 15, 2017. The schedule
includes an initial go day negotiation period for development and execution of a Water Authority/Duke memorandum of
understanding (MOU). The schedule is subject to change dependent upon the milestone dates for the MOU, the
approval/comments from DEQ, and the resident input regarding permanent water supply choice.
The balance of the schedule is deemed typical for a municipal design -bid -build water line improvement project and plans for
all households to connect to public potable water. The schedule indicates an end date of September 2018 which meets the
October 15, 2018 deadline.
TODewberry Duke Energy Allen Steam Station Phase 11 Potable Water Programmatic Evaluation 11
6. Opinion of Probable Cost
The Phase II opinion of probable cost is provided in Appendix D. The opinion of probable cost was prepared in accordance
with the basis of design criteria in Section 2.2 of this report.
The opinion of probable cost indicates that the total estimated construction cost is approximately $7,470,000, which equates
to approximately $27,000 per household. A 25% contingency is included.
The Phase II opinion of probable cost includes individual allocations for the service connection lines and meters (items 20
through 28) that equates to approximately $9,50o per new connection. We arrived at that allocation as follows:
For items 20 and 21 the service line lengths were measured for each household using the Phase II sheet mapping. Item 22
is for miscellaneous fittings associated with the service line connections.
For items 23 and 24 the meter/meter box allowance was developed from vendor quotations and from recent bid
tabulations for similar projects.
Item 25 is for road crossings where the household to be served is on the opposite side of the road from the water main.
Items 26 and 27 represent site costs associated with approximately 34,000 feet of new service line piping.
Item 28 is for the development fees related to the new water piping infrastructure as required by the City of Belmont.
TODewberry Duke Energy Allen Steam Station Phase 11 Potable Water Programmatic Evaluation 12
Appendix A: Allen Station Phase II
Mapping
www.dewberry.com
-- 2 �—
0
Ca n d -o
o.
Belmont
c
.. y
,t
6
o _
hland
Hag
a
Woodbend Dr
o <,
9 •
I
I
1 I
/
c �
a
I
I
1
Allen Steam_Station
3 x
Plant Allen �r 4 � �
�4
Warren Dr
Sol, t -0i coIII
11 '�
soar � 4
r
November 10, 2016
Dewberry -
Duke Energy
Dewberry Proj. No. 50081771
Proposed
Potable Water Site
Preliminary Evaluation
Allen Steam Station
Overall
Legend
County Boundary
Proposed Potable Water Line
(Duke)
Compliance Boundary 1/2 Mile Buffer
Compliance Boundary
Existing Water
(City of Belmont)
Wetlands
+ Duke Energy Plant
Railway
State Route
Stream/Lake
N
1 in = 1,600 feet
0 1,600 3,200
Feet
November 10, 2016
sups; Dewberry -
Duke Energy
Dewberry Proj. No. 50081771
Proposed
Potable Water Site
Preliminary Evaluation
Allen Steam Station
Sheet 1
Legend
County Boundary
Proposed Potable Water Line
(Duke)
Aqua Interconnect
Compliance Boundary 1/2 Mile Buffer
Compliance Boundary
Existing Water
(City of Belmont)
Izz Wetlands
+ Duke Energy Plant
Railway
Stream/Lake
Buildings Constructed
Post Aerial Imagery
® Developing subdivision
with existing potable water
® Parcel served by Aqua community well
(� Parcel Reference Number
Refer to spreadsheet for parcel details
z
1 in = 250 feet
0 250 500
Feet
255 �
269
_
mm
-
oint Rdl HWY 273
-- --- _
Southp
2 .5\ I 71
I 4 I
+
55 (I
152nL
I —
u_
November 10, 2016
sups; Dewberry -
Duke Energy
Dewberry Proj. No. 50081771
Proposed
Potable Water Site
Preliminary Evaluation
Allen Steam Station
Sheet 2
Legend
County Boundary
Proposed Potable Water Line
(Duke)
Aqua Interconnect
Compliance Boundary 1/2 Mile Buffer
Compliance Boundary
Existing Water
(City of Belmont)
Izz Wetlands
+ Duke Energy Plant
Railway
Stream/Lake
Buildings Constructed
Post Aerial Imagery
® Developing subdivision
with existing potable water
® Parcel served by Aqua community well
(� Parcel Reference Number
Refer to spreadsheet for parcel details
z
1 in = 200 feet
0 200 400
Feet
282
44
(451
ft
180 1 141 I
November 10, 2016
is:Dewberry-
Duke Energy
Dewberry Proj. No. 50081771
Proposed
Potable Water Site
Preliminary Evaluation
Allen Steam Station
Sheet 3
Legend
----- County Boundary
Proposed Potable Water Line
(Duke)
Aqua Interconnect
- - - Compliance Boundary 1/2 Mile Buffer
Compliance Boundary
Existing Water
(City of Belmont)
Wetlands
+ Duke Energy Plant
Railway
Stream/Lake
Buildings Constructed
0 Post Aerial Imagery
® Developing subdivision
with existing potable water
® Parcel served by Aqua community well
® Parcel Reference Number
Refer to spreadsheet for parcel details
z
1 in = 200 feet
0 200 400
Feet
282
{
}
ff
November 10, 2016
: Dewberry -
Duke Energy
Dewberry Proj. No. 50081771
Proposed
Potable Water Site
Preliminary Evaluation
Allen Steam Station
Sheet 4
Legend
----- County Boundary
Proposed Potable Water Line
(Duke)
Aqua Interconnect
- - - Compliance Boundary 1/2 Mile Buffer
Compliance Boundary
Existing Water
(City of Belmont)
Wetlands
+ Duke Energy Plant
Railway
Stream/Lake
Buildings Constructed
0 Post Aerial Imagery
® Developing subdivision
with existing potable water
® Parcel served by Aqua community well
® Parcel Reference Number
Refer to spreadsheet for parcel details
z
1 in = 200 feet
0 200 400
Feet
'
(48�
I
202
282 —
257 299
O
t 304
40' 253 7
) ` 95 249
r r
Mitchell--
i
180 141 139 -
� 259 258 328 I -
250
322 it
°"e
142
G7 G7 'CU
Z_ Z 162 254 ' g
:_140 113 31
J J f
2 2 I
I
S 0 uth o"
p int Rd
I
185
2J +
186 30 � 155
".� • 86' + J
'S' 153 Cy,�l/�/
25
s
14� �� A F
TS
AIL 7,
321 174 9' 116 ' I 119 128 �
75 (91 69 75! 171
y
362 305
On
ti
314 391
27 315 j
70
280 U 284
LM
f 2
I � 277
122
279 _ 293
MATCH LINE SHEET 5
229 MATCH LINE SHEET 6 '294
n
3
W 239
November 10, 2016
Dewberry -
Duke Energy
Dewberry Proj. No. 50081771
Proposed
Potable Water Site
Preliminary Evaluation
Allen Steam Station
Sheet 5
Legend
----- County Boundary
Proposed Potable Water Line
(Duke)
Aqua Interconnect
- - - Compliance Boundary 1/2 Mile Buffer
Compliance Boundary
Existing Water
(City of Belmont)
Wetlands
+ Duke Energy Plant
Railway
Stream/Lake
Buildings Constructed
0 Post Aerial Imagery
® Developing subdivision
with existing potable water
® Parcel served by Aqua community well
® Parcel Reference Number
Refer to spreadsheet for parcel details
z
1 in = 200 feet
0 200 400
Feet
- -- 187 122 � 277
53 1 + 172 132 —MATCH LINE SHEET 5 I�
— +f 191 229 MATCH LINE SHEET 6 293 �I
214 �84) 294
C� ti L8
I
94-ff 92 41 398 292 405
I y
}\ �35 124 O * I +f 405
�
281 °
Il 34) tG\e r`k 177 O I 364 } 375 i i s
e
a }o +
�f '�x 121 o
� ✓ � � I �I fs -�_ ' � 354
154 x4�w i' 182 I I5 418 f 409 - _ _
143
b
179 CJ r 400
O
r J � 411 N
214 I 431 404 1 '
L.
388
426 415
428
423
,65 424
k� �° 39 O O 408 �
I
413
361 I 422 410 \ 427
412
I
68 1 421 _ 40�
'4 433 a
C3O 6)
317
ke M\c'� OC No y l 320 153
211 343 1 tf'F 352 360
307 � 319 � /397 O
O O titi 356 r `k r y N �r
~ 1 218 O' 00 350 t `. ! 034 359
O --. y� OO � O r� .
ti 212311 g
215 4 I 'yy O.
210 , 371
370 l5 318 378 -
_
376358 296
216 207 4 �19� f l 344 392324
377 351
394 + 366 O O
4 GCegk 297 313 1 _ 395 312
�� ay 1
369 48; 340 k 347 f T �S 368
226 a spt�n9 y. 2 O
298 367'ti 396
-
-�
286
November 10, 2016
Dewberry -
Duke Energy
Dewberry Proj. No. 50081771
Proposed
Potable Water Site
Preliminary Evaluation
Allen Steam Station
Sheet 6
Legend
----- County Boundary
Proposed Potable Water Line
(Duke)
Aqua Interconnect
Compliance Boundary 1/2 Mile Buffer
Compliance Boundary
Existing Water
(City of Belmont)
Fzz Wetlands
+ Duke Energy Plant
Railway
Stream/Lake
Buildings Constructed
0 Post Aerial Imagery
® Developing subdivision
with existing potable water
® Parcel served by Aqua community well
(� Parcel Reference Number
Refer to spreadsheet for parcel details
z
1 in = 200 feet
0 200 400
Feet
~� 345 349 f 378 11 { 359 / 191 12
{ 298 { I 365� }
366 296 `' } 371 165 Z J
347 MATCH LINE SHEET 6 112
367 395 377 355 MATCH LINE S'H= 166 s5
396 0� EET 7
�. 341 }`�y�n_ !
287
368
61
22a
5�
286
P6
November 10, 2016
Dewberry-
Duke Energy
Dewberry Proj. No. 50081771
Proposed
Potable Water Site
Preliminary Evaluation
Allen Steam Station
Sheet 7
Legend
----- County Boundary
Proposed Potable Water Line
(Duke)
Aqua Interconnect
- - - Compliance Boundary 1/2 Mile Buffer
Compliance Boundary
Existing Water
(City of Belmont)
Wetlands
+ Duke Energy Plant
Railway
Stream/Lake
Buildings Constructed
0 Post Aerial Imagery
® Developing subdivision
with existing potable water
® Parcel served by Aqua community well
® Parcel Reference Number
Refer to spreadsheet for parcel details
1 in = 200 feet
0 200 400
Feet
240 {
23
Z
Or7
405 a .
316
" ro
419
,yJldb�G
'Y tis 432
414
282
Michael
E D�m�n�ck Dr
382 -
237
238 234 -
114
- � Southpoint RcJ �—�
64 74 I 98
I
I
156
157 4
232
L _
❑ y
70 ;2
18
0 n
�71 0 i36i ,
12
193 � -�-
158
59"
104
72
4 10 L I
161 Cl -91
x Lake
H _ ill Ct -
49 -T
V. �
--�
50; 99
11 101
165 166 J
II I � J 309
MATCH LI E SHEET 8 Via) I{j
s1 MATCH LINE SHEET 7 + �/Age—
1
1
56
310
323
November 10, 2016
,MIj)i
Dewberry -
Duke Energy
Dewberry Proj. No. 50081771
Proposed
Potable Water Site
Preliminary Evaluation
Allen Steam Station
Sheet 8
Legend
----- County Boundary
Proposed Potable Water Line
(Duke)
Aqua Interconnect
Compliance Boundary 1/2 Mile Buffer
Compliance Boundary
Existing Water
(City of Belmont)
Wetlands
+ Duke Energy Plant
Railway
Stream/Lake
Buildings Constructed
0 Post Aerial Imagery
® Developing subdivision
with existing potable water
® Parcel served by Aqua community well
® Parcel Reference Number
Refer to spreadsheet for parcel details
z
1 in = 200 feet
0 200 400
Feet
P,- T,
la_-�
189
330
386
`3
102 I `U
2j 44 /I
103
November 10, 2016
Dewberry -
Duke Energy
Dewberry Proj. No. 50081771
Proposed
Potable Water Site
Preliminary Evaluation
Allen Steam Station
Sheet 9
Legend
County Boundary
Proposed Potable Water Line
(Duke)
Aqua Interconnect
Compliance Boundary 1/2 Mile Buffer
Compliance Boundary
Existing Water
(City of Belmont)
Wetlands
+ Duke Energy Plant
Railway
Stream/Lake
Buildings Constructed
0 Post Aerial Imagery
® Developing subdivision
with existing potable water
® Parcel served by Aqua community well
(� Parcel Reference Number
Refer to spreadsheet for parcel details
N
1 in = 200 feet
0 200 400
Feet
f 45�
5 5
267 l lk
O•� ��' � 262 f 'i
� t
f � 301 260
270 2721'f �a
197 t
O. ti
O °th Oak Ln
290 O —4 r k
261 5
276 lr �'
5
268 200
MATCH LINE SHEET 10 I
MATCH LINE SHEET
199
November 10, 2016
Dewberry -
Duke Energy
Dewberry Proj. No. 50081771
Proposed
Potable Water Site
Preliminary Evaluation
Allen Steam Station
Sheet 10
Legend
----- County Boundary
Proposed Potable Water Line
(Duke)
- i Aqua Interconnect
- - - Compliance Boundary 1/2 Mile Buffer
Compliance Boundary
Existing Water
(City of Belmont)
Wetlands
+ Duke Energy Plant
Railway
Stream/Lake
Buildings Constructed
0 Post Aerial Imagery
® Developing subdivision
with existing potable water
® Parcel served by Aqua community well
® Parcel Reference Number
Refer to spreadsheet for parcel details
+ 'X
1 in = 200 feet
0 200 400
Feet
" 268
�' �� 103 SHEET 10
SINE SHEET ��
fff+ MATCH /
yIt R� 217
6� 4 \ x
4 "wits
199
-NIT 209
16o'P�GG��,
149
39 148 205 �. 206 331 ti
{
188
241 151 5
146
/-
150
zaz I
-
i
147
244
So�thp-
-�
0
225
FINAL
November 10, 2016
Dewberry -
Duke Energy
Dewberry Proj. No. 50081771
Proposed
Potable Water Site
Preliminary Evaluation
Allen Steam Station
Sheet 11
Legend
----- County Boundary
Proposed Potable Water Line
(Duke)
- i Aqua Interconnect
- - - Compliance Boundary 1/2 Mile Buffer
Compliance Boundary
Existing Water
(City of Belmont)
Wetlands
+ Duke Energy Plant
Railway
Stream/Lake
Buildings Constructed
0 Post Aerial Imagery
® Developing subdivision
with existing potable water
® Parcel served by Aqua community well
® Parcel Reference Number
Refer to spreadsheet for parcel details
1 in = 250 feet
0 250 500
Feet
Appendix B: Allen Station
Household Data Spreadsheet
www.dewberry.com
Allen Steam Station Parcel Spreadsheet
Aqua (A)
Belmont
Easement
Label
Parcel ID
Site Address
Type of Service
Land Use
Owner Name
Tax Address
Req' Daily Flow
(B)
Required
Well (W)
W
1
192006
2096
SOUTH POINT RD
Residential
In Use
BICKI KENNETH A
2096 SOUTH POINT RD
480
Gallons/connection
W
2
191999
2072
SOUTH POINT RD
Residential
In Use
MORALES JOSE &
2072 SOUTH POINT RD
480
Gallons/connection
W
3
192005
2092
SOUTH POINT RD
Residential
In Use
WALKER CHARLES H JR
2092 SOUTH POINT RD
480
Gallons/connection
W
4
192002
2084
SOUTH POINT RD
Residential
In Use
BLANTON J L
2084 SOUTH POINT RD
480
Gallons/connection
W
5
192000
2076
SOUTH POINT RD
Residential
In Use
WILSON MICHAEL EDWARD LIFE EST
15 MISTY WOOD CIR APT G
480
Gallons/connection
W
6
192106
BOAT CLUB RD
N/A
Empty Lot
MURPHY TONY JOE
3488 BOAT CLUB RD
-
W
7
192001
2080
SOUTH POINT RD
Residential
In Use
BROOME JIMMY T
2080 SOUTH POINT RD
480
Gallons/connection
W
8
192082
SOUTH POINT RD
N/A
Empty Lot
GIBSON JUDY C
2933 LONG CIRCLE
-
B
9
192180
2333
SOUTH POINT RD
Business, Office, Factory w/o showers
In Use
JIDT LLC
2333 SOUTH POINT RD
-
A
10
193370
102
LAKE HILL CT
Residential
In Use
WATKINS TAMMY L
102 LAKE HILL CT
480
Gallons/connection
A
11
193364
206
LAKE HILL CT
Residential
In Use
RITCHIE IVEY LEE
206 LAKEHILL CT
480
Gallons/connection
W
12
193378
2700
SOUTH POINT RD
Residential
In Use
BRASWELL CINDY D
2656 SOUTH POINT RD
480
Gallons/connection
A
13
193366
103
LAKE HILL CT
Residential
In Use
CRUZ EDWIN H
103 LAKE HILL CT
480
Gallons/connection
W
14
192167
165
RIVER RUN
Residential
Empty Lot
HOLY ANGELS INC
6600 WILKINSON BLVD
-
W
15
193557
SOUTH POINT RD
N/A
Empty Lot
LAKEVIEW FARMS INC
135 N MAIN ST
-
W
16
198007
9015
WING POINT DR
Residential
In Use
HAMAM RAFAT
9015 WING POINTE DR
480
Gallons/connection
A
17
192146
411
HEATHER GLEN LN
Residential
In Use
HINSON MARSHALL F
411 HEATHER GLEN LN
480
Gallons/connection
A
18
193375
110
WOODBEND DR
Residential
In Use
LE HONG KIM
110 WOODBEND DR
480
Gallons/connection
A
19
193359
211
LAKE HILL CT
Residential
In Use
WARD CHRISTOPHER J
211 LAKE HILL COURT
480
Gallons/connection
W
20
193403
101
DANA MICHELLE CT
Residential
In Use
JOHNNIE M BOMMARITO FAMILYTR
107 DORIE DR
480
Gallons/connection
W
21
197945
9104
SHOREWOOD PL
Residential
In Use
PYKA BRETTT
9104 SHOREWOOD PL
480
Gallons/connection
W
22
193331
1317
ARMSTRONG RD
Residential
In Use
JONES WAYNE A
PO BOX 125
480
Gallons/connection
A
23
192141
710
JOHN DOUGLAS LN
Residential
In Use
MCCLELLAN KRISTI JANSSEN
710 JOHN DOUGLAS DR
480
Gallons/connection
A
24
192129
102
HEATHER GLEN LN
Residential
In Use
ROLLINS STEPHEN ANDREW
102 HEATHER GLEN LN
480
Gallons/connection
A
25
192132
200
HEATHER GLEN LN
Residential
In Use
WEST JESSE A
200 HEATHER GLEN LN
480
Gallons/connection
W
26
192182
2330
SOUTH POINT RD
Business, Office, Factory w/o showers
In Use
MURPHY DEBRA C
8430 CATAWBA COVE DR
25
Gallons/shift
A
27
192159
507
CADMAN CT
Residential
In Use
ABERNATHY TAVIA
507 CADMAN CT
480
Gallons/connection
W
28
193473
128
MIDWOOD LN
Residential
In Use
FLY TAMMY
128 MIDWOOD LANE
480
Gallons/connection
A
29
192165
1351
ARMSTRONG RD
Residential
In Use
VALENTI MARK A &
1351 ARMSTRONG RD
480
Gallons/connection
B
30
192168
2352
SOUTH POINT RD
Residential
In Use
HOLY ANGELS INC
6600 WILKINSON BLVD
-
W
31
193479
118
IDLEWOOD LN
Residential
In Use
FREDRICKTHOMAS EJR
1181DLEWOOD LN
480
Gallons/connection
W
32
192236
135
SOUTHPOINT DR
Residential
In Use
WILLIAM & CHRISTNE ELLER LV TR
135 SOUTHPOINT DR
480
Gallons/connection
W
33
192219
2401
SOUTH POINT RD
Residential
In Use
PRICE LARRY GENE
16 ALICE AVE
480
Gallons/connection
A
34
192139
308
HEATHER GLEN LN
Residential
In Use
STINE JUSTIN D
308 HEATHER GLEN LN
480
Gallons/connection
A
35
192138
304
HEATHER GLEN LN
Residential
In Use
CLONINGER DERRICK G
304 HEATHER GLEN LN
480
Gallons/connection
A
36
193353
115
WOODBEND DR
Residential
In Use
GILLEYTONYA
115 WOODBEND DR
480
Gallons/connection
A
37
193355
123
WOODBEND DR
Residential
In Use
BURKS BRADLEY R
123 WOODBEND DR
480
Gallons/connection
W
38
192177
2320
SOUTH POINT RD
Residential
In Use
FOULK JOHN LEWIS
3317 HAWTHRONE LN
480
Gallons/connection
W
39
193540
320
REESE WILSON RD
Residential
In Use
WILLARD JAMES R JR
400 REESE WILSON RD
480
Gallons/connection
W
40
192243
301
MITCHELL ST
Residential
In Use
EDMONSON JASON K
301 MITCHELL AVE
480
Gallons/connection
A
41
192143
707
JOHN DOUGLAS LN
Residential
In Use
HAWKINS DAWN R
707 JOHN DOUGLAS DR
480
Gallons/connection
A
42
192142
711
JOHN DOUGLAS LN
Residential
In Use
EAVES ROBERT SPENCER
711 JOHN DOUGLAS DR
480
Gallons/connection
W
43
193523
184
REESE WILSON RD
Residential
In Use
HYDER ALAN JERRY
198 HALPINE RD APT 1162
480
Gallons/connection
W
44
193524
105
REESE WILSON ROAD EXT
Residential
In Use
QUEEN CHARLES R
109 REESE WILSON EXT
Y
480
Gallons/connection
B
45
192181
2329
SOUTH POINT RD
N/A
Empty Lot
CHOICE LANDSCAPING & SUPPLY
510 ACADEMY ST
-
W
46
193530
112
REESE WILSON ROAD EXT
N/A
Empty Lot
QUEEN JERRY L
112 REESE WILSON EXT
-
W
47
193528
109
REESE WILSON ROAD EXT
Residential
In Use
QUEEN CHARLES ERIC
109 REESE WILSON EXT
480
Gallons/connection
W
48
192235
131
SOUTHPOINT DR
Residential
In Use
STEVENSON WILLIAM L
131 SOUTH POINT DR
480
Gallons/connection
A
49
193368
110
LAKE HILL CT
Residential
In Use
PERCIVAL GERALD A
110 LAKE HILL CT
480
Gallons/connection
A
50
193367
107
LAKE HILL CT
Residential
In Use
HAWKINS SHANE ALLISON
107 LAKE HILL CT
480
Gallons/connection
W
51
193521
REESE WILSON RD
Residential
In Use
QUEEN CHARLES REESE
109 REESE WILSON EXT
Y
480
Gallons/connection
W
52
197993
9225
EGRET RIDGE
Residential
In Use
TAGGART WAYNE H
9225 EGRET RDG
480
Gallons/connection
W
53
193382
2726
SOUTH POINT RD
Residential
In Use
CLONINGER DARRYL G
2726 SOUTH POINT RD
480
Gallons/connection
W
54
197998
9205
EGRET RIDGE
Residential
In Use
MCCULLOUGH JOHN
9205 EGRET RDG
480
Gallons/connection
W
55
197965
9111
SHOREWOOD PL
Residential
In Use
FEDUNIEC JOHN M
9111 SHOREWOOD PLACE
480
Gallons/connection
W
56
197996
9213
EGRET RIDGE
N/A
Empty Lot
VILLARREAL JAIME
2614 ASHBOURNE DR
-
B
57
193384
2744
SOUTH POINT RD
Residential
In Use
DUCKETT SYLVIA DIANE F
PO BOX 208
Notes
3 meters, 10 homes
2 homes
W 58
197943
9022
WING POINT DR
Residential
In Use
SKALANDI ERNESTJ JR
9022 WING POINTE DR
480
Gallons/connection
W 59
193379
2708
SOUTH POINT RD
Residential
In Use
HOLT GRANVIL W
2708 SOUTH POINT RD
480
Gallons/connection
W 60
198002
9220
EGRET RIDGE
Residential
In Use
SLOVIC JOHN A
9220 EGRET RIDGE
480
Gallons/connection
W 61
197999
9201
EGRET RIDGE
Residential
In Use
ZIEVERINK BRENT A
6268 NORTH RD
480
Gallons/connection
A 62
193352
111
WOODBEND DR
Residential
In Use
EASTER SHIRLEY
111 WOODBEND DR
480
Gallons/connection
A 63
193357
131
WOODBEND DR
Residential
In Use
ANDREWS JAMES S
131 WOODBEND DR
480
Gallons/connection
W 64
193467
125
MIDWOOD LN
Residential
In Use
CHANEY TONY F SR
9128 SHOREWOOD PL
480
Gallons/connection
W 65
193329
1307
ARMSTRONG RD
Residential
In Use
CRANFORD STEFANIE ALLENE
1307 ARMSTRONG RD
480
Gallons/connection
W 66
193472
130
MIDWOOD LN
Residential
In Use
RODDEN WAYNE H
130 MIDWOOD LANE
480
Gallons/connection
W 67
193468
123
MIDWOOD LN
Residential
In Use
KISER JEFFREY S
123 MIDWOOD LANE
480
Gallons/connection
W 68
193328
1303
ARMSTRONG RD
Residential
In Use
LITTLEFIELD JESSE
2 ANDERSON CT
480
Gallons/connection
W 69
193458
111
WILDLIFE RD
Residential
In Use
HARTSELL RICKY JAY
111 WILDLIFE RD
480
Gallons/connection
W 70
193455
108
WILDLIFE RD
Residential
In Use
BROOKS CYNTHIA P
C/O CYNTHIA P ROGERS
480
Gallons/connection
A 71
193374
114
WOODBEND DR
Residential
In Use
PATEL MANJULA R
114 WOODBEND DR
480
Gallons/connection
A 72
193371
126
WOODBEND DR
Residential
In Use
PATEL RAJESH M
126 WOODBEND DR
480
Gallons/connection
W 73
193526
210
REESE WILSON RD
Residential
In Use
WHITE DAVID ROBERT
210 REESE WILSON RD
480
Gallons/connection
A 74
193377
2650
SOUTH POINT RD
Residential
In Use
MCCARTER ARTHUR M
2650 SOUTH POINT RD
480
Gallons/connection
W 75
193484
2513
SOUTH POINT RD
Residential
In Use
MORLOCK KIMBERLY D
2513 SOUTH POINT RD
480
Gallons/connection
W 76
193453
106
WILDLIFE RD
Residential
In Use
DAWKINS FAIRLY A
106 WILDLIFE RD
480
Gallons/connection
W 77
193476
122
MIDWOOD LN
Residential
In Use
MCDONALD GAIL C
122 MIDWOOD LANE
480
Gallons/connection
A 78
192135
214
HEATHER GLEN LN
Residential
In Use
HUFFSTICKLER CHARLES M
214 HEATHER GLEN LN
480
Gallons/connection
A 79
192157
203
HEATHER GLEN LN
Residential
In Use
THOMAS DEAN J
203 HEATHER GLEN LANE
480
Gallons/connection
W 80
198004
EGRET RIDGE
N/A
Empty Lot
MISTY WATERS ON LAKE WYLIE
C/O PROPERTY MATTERS REALTY
-
W 81
197995
9217
EGRET RIDGE
Residential
In Use
VAHER HARALD
1200 SPRUCE ST
480
Gallons/connection
W 82
192125
SOUTH POINT RD
N/A
Empty Lot
HARRIET H ARMSTRONG REVOC TRST
308 INLAND COVE CT
-
W 83
192251
125
SOUTHPOINT DR
Residential
In Use
WHITESIDES ROBERT B
125 SOUTH POINT DR
480
Gallons/connection
A 84
192137
607
HIGHLAND PL
Residential
In Use
D'INNOCENZO JAMES D
607 HIGHLAND PLACE
480
Gallons/connection
W 85
193470
134
MIDWOOD LN
Residential
In Use
HENNINGER ROBERT B
134 MIDWOOD LN
480
Gallons/connection
A 86
192130
108
HEATHER GLEN LN
Residential
In Use
STOUT COLEEN ERINE 1/2 & OTHRS
108 HEATHER GLEN LN
480
Gallons/connection
A 87
192131
112
HEATHER GLEN LN
Residential
In Use
LAMPKIN LARRY L
112 HEATHER GLEN LANE
480
Gallons/connection
W 88
193474
126
MIDWOOD LN
Residential
In Use
JARRETT EVA M
126 MIDWOOD LN
480
Gallons/connection
W 89
193477
120
MIDWOOD LN
Residential
In Use
WEST BARRY DALTON
PO BOX 266
480
Gallons/connection
A 90
192162
103
HEATHER GLEN LN
Residential
In Use
MATHIS LARRY DEAN
103 HEATHER GLEN LN
480
Gallons/connection
W 91
193464
131
MIDWOOD LN
Residential
In Use
FORE GILBERT R
131 MEDWOOD LANE
480
Gallons/connection
W 92
193486
2505
SOUTH POINT RD
Residential
In Use
BLANTON JOSEPH M
931 BETHEL SCHOOL RD
480
Gallons/connection
W 93
193332
1319
ARMSTRONG RD
Residential
In Use
SARRATT ROBERT J
1319 ARMSTRONG RD
480
Gallons/connection
A 94
192140
706
JOHN DOUGLAS LN
Residential
In Use
LAYE JAMES EUGENE
706 JOHN DOUGLAS DR
480
Gallons/connection
W 95
192245
109
MITCHELL ST
Residential
In Use
CARTER ANGELA C
109 MITCHELL ST
480
Gallons/connection
A 96
193358
207
LAKE HILL CT
Residential
In Use
GORDON MARK S
207 LAKE HILL CT
480
Gallons/connection
W 97
193410
WING POINT DR
N/A
Empty Lot
MISTY WATERS ON LAKE WYLIE
C/O PROPERTY MATTERS REALTY
-
A 98
193350
103
WOODBEND DR
Residential
In Use
CHEWNING JAMES A
103 WOODBEND DR
480
Gallons/connection
A 99
193365
202
LAKE HILL CT
Residential
In Use
LOCKRIDGE BRADLEY JOE
202 LAKE HILL CT
480
Gallons/connection
W 100
197991
9239
EGRET RIDGE
Residential
In Use
HOYLE LARRY G
PO BOX 1502
480
Gallons/connection
A 101
193361
218
LAKE HILL CT
Business, Office, Factory w/o showers
In Use
RELOCATION ADVANTAGE LLC
2400 DALLAS PARKWAY STE 180
25
Gallons/shift
W 102
193525
112
REESE WILSON ROAD EXT
Residential
In Use
QUEEN JERRY LEE
112 REESE WILSON RD EXT
480
Gallons/connection
W 103
193522
216
REESE WILSON RD
Residential
In Use
WILLARD JAMES R
400 REESE WILSON RD
480
Gallons/connection
A 104
193372
122
WOODBEND DR
Residential
In Use
BANKS MICHAELA
122 WOODBEND DR
480
Gallons/connection
W 105
197994
9221
EGRET RIDGE
Residential
In Use
KAMDAR MASOOD W
9221 EGRET RDG
480
Gallons/connection
W 106
193456
109
WILDLIFE RD
Residential
In Use
BAKER JOHN R
109 WILDLIFE RD
480
Gallons/connection
W 107
197966
9105
SHOREWOOD PL
Residential
In Use
BANNON TIMOTHY SEAN
411 E FRANKLIN BLVD
480
Gallons/connection
W 108
198001
9210
EGRET RIDGE
N/A
Empty Lot
DIAZ JONATHAN M
14207 PERUGIA WAY APT 101
-
W 109
197968
9236
EGRET RIDGE
Residential
In Use
DEVINE DAVID L
9236 EGRET RIDGE
480
Gallons/connection
W 110
197967
9034
WING POINT DR
Residential
In Use
CORNELISON JASON EVERETT
9034 WING POINTE DR
480
Gallons/connection
W 111
197992
9235
EGRET RIDGE
Residential
In Use
ANDERSON DAVID ROBERTJR
9235 EGRET RDG
480
Gallons/connection
W 112
193360
LAKE HILL CT
N/A
Empty Lot
AQUA NORTH CAROLINA INC
202 MACKENAN DR
-
W 113
192221
2411
SOUTH POINT RD
Residential
In Use
NEAGLE DONALD B
2411 SOUTH POINT RD
480
Gallons/connection
W 114
193385
2703
SOUTH POINT RD
Residential
In Use
HUTCHINS FAYE
401 CATAWBA C I R N
480
Gallons/connection
W 115
193469
121
MIDWOOD LN
Residential
In Use
BLANTON RANDY GENE
121 MIDWOOD LANE
480
Gallons/connection
W 116
193480
117
IDLEWOOD LN
Residential
In Use
TENCH JACK A
117 IDLEWOOD LN
480
Gallons/connection
W 117
192166
2424
SOUTH POINT RD
N/A
Empty Lot
AQUA NORTH CAROLINA INC
202 MACKENAN DR
-
W 118
193457
110
WILDLIFE RD
Residential
In Use
AVERY JOE THOMAS
110 WILDLIFE RD
480
Gallons/connection
W 119
193481
116
IDLEWOOD LN
Residential
In Use
DEAL DANIEL E SR
116 IDLEWOOD LANE
480
Gallons/connection
W 120
192173
2300
SOUTH POINT RD
Residential
In Use
SOUTHPOINT VOLUNTEER FIRE DEPT
PO BOX 1201
480
Gallons/connection
A 121
192151
303
HEATHER GLEN LN
Residential
In Use
MCLEMORE JACQUELINE S
303 HEATHER GLEN LN
480
Gallons/connection
W 122
192164
1347
ARMSTRONG RD
N/A
Empty Lot
ADAMS DAVID W
2100 KNOX RD
-
2 Homes
W 123
193463
133
MIDWOOD LN
Residential
In Use
COGAR JASON JAMES
133 MIDWOOD LN
480
Gallons/connection
A 124
192153
217
HEATHER GLEN LN
Residential
In Use
ALEXANDER JENNIFER B
217 HEATHER GLEN LN
480
Gallons/connection
W 125
193460
113
WILDLIFE RD
Residential
In Use
JENKINS TRAVIS L
113 WILDLIFE RD
480
Gallons/connection
W 126
193454
107
WILDLIFE RD
Residential
In Use
BECK CARL D
107 WILDLIFE RD
480
Gallons/connection
W 127
193402
114
WILDLIFE RD
Residential
In Use
BAKER DEBRA HARRIS
114 WILDLIFE RD
480
Gallons/connection
W 128
193482
115
IDLEWOOD LN
Residential
In Use
CRAFT MICHAELJOSEPH
115 IDLEWOOD LN
480
Gallons/connection
A 129
192150
307
HEATHER GLEN LN
Residential
In Use
STOKES KIMBERLY YANDLE
307 HEATHER GLEN LN
480
Gallons/connection
W 130
193475
124
MIDWOOD LN
Residential
In Use
C & C PROPERTIES
124 MIDWOOD LANE
480
Gallons/connection
W 131
192222
2417
SOUTH POINT RD
Residential
In Use
THORNBURG JACK E
2417 SOUTH POINT RD
480
Gallons/connection
A 132
192134
208
HEATHER GLEN LN
Residential
In Use
SMITH CHARLES W
208 HEATHER GLEN LN
480
Gallons/connection
W 133
193461
MIDWOOD LN
N/A
Empty Lot
FUQUA WILLIAM RAY LIFE ESTATE
135 MIDWOOD LN
-
A 134
192160
113
HEATHER GLEN LN
Residential
In Use
BURGESS WILLIAM J
113 HEATHER GLEN LN
480
Gallons/connection
W 135
193465
129
MIDWOOD LN
Residential
In Use
EWING PEGGY P
129 MIDWOOD LN
480
Gallons/connection
W 136
193466
127
MIDWOOD LN
Residential
In Use
TAMBERELLI FRANK &
127 MIDWOOD LN
480
Gallons/connection
A 137
192161
109
HEATHER GLEN LN
Residential
In Use
CARRIKER SYLVIA W &
109 HEATHER GLEN LN
480
Gallons/connection
W 138
192178
SOUTH POINT RD
N/A
Empty Lot
HARRIET H ARMSTRONG REVOC TRST
308 INLAND COVE CT
-
W 139
192230
318
MITCHELL ST
Residential
In Use
JOINES GAYLE T
345 WINDY RIDGE LN
480
Gallons/connection
W 140
192220
2407
SOUTH POINT RD
Residential
In Use
HAYWOOD IRIS C
2407 SOUTH POINT RD
480
Gallons/connection
W 141
192231
318
MITCHELL ST
N/A
Empty Lot
JOINES GAYLE T
345 WINDY RIDGE LN
-
W 142
192214
2343
SOUTH POINT RD
Residential
In Use
JONES MITCHELL L
2343 SOUTH POINT RD
480
Gallons/connection
A 143
192148
403
HEATHER GLEN LN
Residential
In Use
RODDEN PAUL L
403 HEATHER GLEN LN
480
Gallons/connection
W 144
192172
2306
SOUTH POINT RD
Business, Office, Factory w/o showers
In Use
EATON CORPORATION
MAIL CODE: 2N (TAX DEPT)
25
Gallons/shift
W 145
192169
SOUTH POINT RD
N/A
Empty Lot
HARRIET H ARMSTRONG REVOC TRST
308 INLAND COVE CT
-
W 146
193553
REESE WILSON RD
N/A
Empty Lot
WILLARD JAMES R
400 REESE WILSON RD
W 147
193551
ACCESS RD
N/A
Empty Lot
DUKE ENERGY CORPORATION
422 S CHURCH ST
-
W 148
193538
402
REESE WILSON RD
Residential
In Use
WILSON REESE M
402 REESE WILSON RD
480
Gallons/connection
W 149
193536
400
REESE WILSON RD
Residential
In Use
WILLARD JAMES R
400 REESE WILSON RD
480
Gallons/connection
W 150
193554
REESE WILSON RD
N/A
Empty Lot
WILLARD JAMES R
400 REESE WILSON RD
-
W 151
193555
REESE WILSON RD
N/A
Empty Lot
WILSON REESE M
402 REESE WILSON RD
-
W 152
192003
130
CANAL RD
Residential
In Use
CHERRY RICHARD BERNARD
130 CANAL RD
480
Gallons/connection
W 153
192128
2402
SOUTH POINT RD
Residential
In Use
ARMSTRONG H LOUIS
2402 SOUTH POINT RD
480
Gallons/connection
A 154
192145
408
HEATHER GLEN LN
Residential
In Use
WILKINSON RANDALL YATES
408 HEATHER GLEN LN
480
Gallons/connection
W 155
192126
2360
SOUTH POINT RD
Residential
In Use
RAVAL VATSALKU MAR V
2360 SOUTH POINT RD
480
Gallons/connection
W 156
193349
2656
SOUTH POINT RD
Residential
In Use
BRASWELL CINDY D
2656 SOUTH POINT RD
480
Gallons/connection
A 157
193351
107
WOODBEND DR
Residential
In Use
MAIN ALAN JOSEPH JR
107 WOODBEND DR
480
Gallons/connection
A 158
193354
119
WOODBEND DR
Residential
In Use
KING AMANDA &
119 WOODBEND DR
480
Gallons/connection
A 159
193356
127
WOODBEND DR
Residential
In Use
CHANEY MICHAELJOSEPH
127 WOODBEND DR
480
Gallons/connection
W 160
193533
REESE WILSON RD
N/A
Empty Lot
WILLARD JAMES R
400 REESE WILSON RD
-
A 161
193369
106
LAKE HILL CT
Residential
In Use
SCHIFFERLE ROBERT DOUGLAS &
106 LAKE HILL CT
480
Gallons/connection
W 162
192217
2359
SOUTH POINT RD
Residential
In Use
ESTES ROGER J
2359 SOUTH POINT RD
480
Gallons/connection
W 163
198003
9224
EGRET RIDGE
Residential
In Use
FRY RONALD JOHN
9224 EGRET RDG
480
Gallons/connection
W 164
193348
2640
SOUTH POINT RD
N/A
Empty Lot
CHURCH PATSY N
C/O PATSY BOLIN
-
A 165
193363
210
LAKE HILL CT
Residential
In Use
JOHNS RAYMOND C JR
210 LAKE HILL CT
480
Gallons/connection
A 166
193362
214
LAKE HILL CT
Residential
In Use
JONES JOANNA R &
PO BOX 695
480
Gallons/connection
W 167
197944
9100
SHOREWOOD PL
Residential
In Use
PAYSEUR DAVID JR
9100 SHOREWOOD PL
480
Gallons/connection
W 168
193330
1313
ARMSTRONG RD
Residential
In Use
GABRIEL KASEY T
1313 ARMSTRONG RD
480
Gallons/connection
W 169
193485
2509
SOUTH POINT RD
Residential
In Use
MILDRED LEATHERWOOD REV LVG TS
2424 WINNSFORD LN
480
Gallons/connection
W 170
193459
112
WILDLIFE RD
Residential
In Use
AUTEN DAVID WAYNE
112 WILDLIFE RD
480
Gallons/connection
B 171
193483
2519
SOUTH POINT RD
Residential
In Use
BLANTON SHARON P & OTHERS
2519 SOUTH POINT RD
-
A 172
192136
606
HIGHLAND PL
Residential
In Use
CULLER KENNETH ARRON
606 HIGHLAND PL
480
Gallons/connection
A 173
192133
204
HEATHER GLEN LN
Residential
In Use
RANKIN JASON B
204 HEATHER GLEN LANE
480
Gallons/connection
W 174
193478
119
IDLEWOOD LN
Residential
In Use
LAUGHLIN JOHN F &
119 IDLEWOOD LANE
480
Gallons/connection
W 175
193487
2501
SOUTH POINT RD
Residential
In Use
CRAWFORD JON ALAN
2501 SOUTH POINT RD
480
Gallons/connection
W 176
193462
135
MIDWOOD LN
Residential
In Use
FUQUA WILLIAM RAY LIFE ESTATE
135 MIDWOOD LN
480
Gallons/connection
A 177
192152
219
HEATHER GLEN LN
Residential
In Use
HEUSTESS ROBERT B
219 HEATHER GLEN LN
480
Gallons/connection
W 178
192215
2347; 2351
SOUTH POINT RD
Residential
In Use
HARDIN ANTHONY D
PO BOX 894
480
Gallons/connection
A 179
192147
407
HEATHER GLEN LN
Residential
In Use
RUSSELL GREGORY DALE
407 HEATHER GLEN LN
480
Gallons/connection
W 180
192232
MITCHELL ST
N/A
Empty Lot
JOINES GAYLE T
345 WINDY RIDGE LN
-
W 181
192247
111
SOUTHPOINT DR
Residential
In Use
ADAMS TONY C
111 SOUTH POINT DR
480
Gallons/connection
A 182
192149
401
HEATHER GLEN LN
Residential
In Use
GREGORY MICHAEL LLOYD
401 HEATHER GLEN LN
480
Gallons/connection
W 183
201942
2714
SOUTH POINT RD
N/A
Empty Lot
EDISON THOMAS G
PO BOX 4201
-
B 184
201943
2718
SOUTH POINT RD
Residential
In Use
EDISON THOMAS G
PO BOX 4201
B 185
192183
2340
SOUTH POINT RD
Residential
In Use
SMITH JEFFREY L
2340 SOUTH POINT RD
W 186
200488
2346
SOUTH POINT RD
N/A
Empty Lot
PERRY CARVER TITLE CO INC &
114 HOPE FORBES RD
-
A 187
202174
506
CADMAN CT
Residential
In Use
TAYLOR MARK MERITT
506 CADMAN CT
480
Gallons/connection
2 homes
W 188
202600
128
REESE WILSON ROAD EXT
Residential
In Use
WILSON ROGER D
10608 S FORD RD
480
Gallons/connection
W 189
201459
SOUTH POINT RD
N/A
Empty Lot
LAKEVIEW FARMS INC
135 N MAIN ST
-
A 190
192144
703
JOHN DOUGLAS LN
Residential
In Use
BURGIN EDWARD A
703 JOHN DOUGLAS DR
480
Gallons/connection
A 191
202173
209
HEATHER GLEN LN
Residential
In Use
GRIFFIN BOBBY LEE JR
3097 TETON DR
480
Gallons/connection
W 192
202172
213
HEATHER GLEN LN
N/A
Empty Lot
BLACKLEDGE MATTHEW ALLEN
211 WESLEYAN DR
-
A 193
193373
118
WOODBEND DR
Residential
In Use
LATT KENNETH E SR
118 WOODBEND DR
480
Gallons/connection
W 194
211932
BOAT CLUB RD
N/A
Empty Lot
WILLS RANDY D
3478 BOAT CLUB RD
-
195
192102
PLANT ALLEN RD
Residential
In Use
MURPHY BARBARA ANN
C/O AUDIE MURPHY
Y 480
Gallons/connection
W
W 196
193544
816
BELL POST RD
Residential
In Use
GRIFFIN JAMES ELBERT
816 BELL POST RD
480
Gallons/connection
W 197
193545
812
BELL POST RD
Residential
In Use
DRUMM JOHN CHRISTOPHER & OTHRS
812 BELL POST RD
480
Gallons/connection
W 198
213337
1006
NUTALL OAK LN
Residential
In Use
PATTERSON KELLY WILLIAMS
1006 NUTALL OAK LANE
480
Gallons/connection
W 199
193531
19;321;323;3:
REESE WILSON RD
Residential
In Use
WILSON JACKIE KENNETH
503 REESE WILSON RD
Y 480
Gallons/connection
W 200
193542
619
KENNETH WILSON LN
Residential
In Use
TIDWELL CAROLYN P &
121 BERRY MOUNTAIN RD
480
Gallons/connection
W 201
193509
185
REESE WILSON RD
Residential
In Use
WILSON TIMOTHY BOONE
185 REESE WILSON RD
480
Gallons/connection
W 202
193471
132
MIDWOOD LN
Residential
In Use
PRUETT ROY F
413 STOWE RD
480
Gallons/connection
W 203
193541
519
REESE WILSON RD
Residential
In Use
HORSLEYANDREW B
18 CIRCLE DRIVE
480
Gallons/connection
W 204
193552
REESE WILSON RD
N/A
Empty Lot
BUZZEO BRIAN D
3424 ARAGLIN DR
-
W 205
193539
406
REESE WILSON RD
Residential
In Use
BUZZEO BRIAN D
3424ARAGLIN DR
480
Gallons/connection
W 206
216636
REESE WILSON RD
N/A
Empty Lot
GOINS JOHN F
PO BOX 427
Y -
W 207
210922
601
SHADY CREEK CT
Residential
In Use
BANNER STANLEY G JR &
601 SHADY CREEK CT
480
Gallons/connection
W 208
217983
1329
ARMSTRONG RD
Residential
In Use
MOORE DONALD BERNARD
1329 ARMSTRONG RD
480
Gallons/connection
W 209
193534
503
REESE WILSON RD
Residential
In Use
WILSON JACKIE KENNETH
503 REESE WILSON ROAD
480
Gallons/connection
W 210
210932
500
LAKE BREEZE LN
Residential
In Use
COOKE ANNA S
500 LAKE BREEZE LN
480
Gallons/connection
W 211
210919
105
LAKE MIST DR
N/A
Empty Lot
AUSTIN-RUTH LLC
7 ROSS CANNON ST
-
W 212
210921
113
LAKE MIST DR
Residential
In Use
TRIPLETT BOICE E III
113 LAKE MIST DR
480
Gallons/connection
B 213
193325
1213
ARMSTRONG RD
Residential
In Use
HEFFNER CAROLYN F
1213 ARMSTRONG RD
-
W 214
192127
ARMSTRONG RD
N/A
Empty Lot
CAMELOT STABLE ESTATES
C/O MARK BAXA MD
-
W 215
193326
1219
ARMSTRONG RD
Residential
In Use
HOOD JAMES L
1219 ARMSTRONG RD
480
Gallons/connection
W 216
210931
504
LAKE BREEZE LN
Residential
In Use
SMITH PAMELA D
504 LAKE BREEZE LN
480
Gallons/connection
W 217
193535
327
REESE WILSON RD
Residential
In Use
WILSON JACKIE KENNETH
503 REESE WILSON ROAD
480
Gallons/connection
W 218
210920
109
LAKE MIST DR
Residential
In Use
MCKINNEY DAVID NEILJR
109 LAKE MIST DR
480
Gallons/connection
W 219
193324
1209
ARMSTRONG RD
Residential
In Use
FLORIAN DANIEL H
1209 ARMSTRONG RD
480
Gallons/connection
W 220
219388
EGRET RIDGE
N/A
Empty Lot
CULBERTSON GREGORY W
9200 EGRET ROG
-
W 221
198005
WING POINT DR
N/A
Empty Lot
MISTY WATERS ON LAKE WYLIE
C/O PROPERTY MATTERS REALTY
-
W 222
198000
9200
EGRET RIDGE
Residential
In Use
CULBERTSON GREGORY W
9200 EGRET RDG
480
Gallons/connection
W 223
192109
3495
BOAT CLUB RD
Industrial
In Use
DUKE ENERGY CORPORATION
422 S CHURCH ST
-
W 224
203751
REFLECTION POINTE BLVD
N/A
Empty Lot
REFLECTION POINTE HO ASSOC INC
C/O PROPERTY MATTERS REALTY
W 225
204086
SOUTH POINT RD
N/A
Empty Lot
REFLECTION POINTE HO ASSOC INC
C/O PROPERTY MATTERS REALTY
-
W 226
193316
106
OLD SPRING RD
Residential
In Use
MITCHEM JEFFREY DEAN
106 OLD SPRING RD
480
Gallons/connection
W 227
193333
1325
ARMSTRONG RD
Residential
In Use
ROBINSON ELIZABETH M HEIRS
C/O JOHN C ROBINSON
480
Gallons/connection
B 228
193452
956
ARMSTRONG RD
Residential
In Use
BARKLEYJULIUS FRANKLIN 1R
2598 ASHBOURNE DR
-
A 229
192163
1341
ARMSTRONG RD
Residential
In Use
RASH PATRICIA FLEMING
1341 ARMSTRONG RD
480
Gallons/connection
W 230
192248
115
SOUTHPOINT DR
Residential
In Use
PENDLETON JAMES ERIC
115 SOUTH POINT DR
480
Gallons/connection
W 231
204087
SOUTH POINT RD
N/A
Empty Lot
REFLECTION POINTE HO ASSOC INC
C/O PROPERTY MATTERS REALTY
-
A 232
193376
106
WOODBEND DR
Residential
In Use
PHILLIPS MICHAEL DAVID
106 WOODBEND DR
480
Gallons/connection
W 233
210328
2311
SOUTH POINT RD
Business, Office, Factory w/o showers
In Use
DIXON ARCHIE WALTON
2309 SOUTH POINT RD
25
Gallons/shift
W 234
193387
2657
SOUTH POINT RD
Residential
In Use
BEACH DARRYL W
2657 SOUTH POINT RD
480
Gallons/connection
W 235
193396
SOUTH POINT RD
N/A
Empty Lot
MITCHEM MARSHALL F
2621 SOUTH POINT RD
-
W 236
193395
2621
SOUTH POINT RD
Residential
In Use
MITCHEM MARSHALL F
2621 SOUTH POINT RD
480
Gallons/connection
W 237
193389
2649
SOUTH POINT RD
Residential
In Use
SMITH DAVID W &
2649 SOUTH POINT RD
480
Gallons/connection
W 238
193391
2653
SOUTH POINT RD
N/A
Empty Lot
SMITH DAVID W &
2649 SOUTHPOINT RD
-
W 239
221941
2615
SOUTH POINT RD
Residential
In Use
BRUSSE NATHAN
2615 SOUTH POINT RD
480
Gallons/connection
W 240
221942
SOUTH POINT RD
N/A
Empty Lot
MARTHA R RAMSEY & STEVEN A
C/O MARTHA A RAMSEY
-
W 241
193537
REESE WILSON RD
N/A
Empty Lot
WILLARD JAMES R
400 REESE WILSON RD
B 242
222094
2945
SOUTH POINT RD
Residential
Questionable
WHITLEY ANDREW A
4315 BEECH WOOD CT
-
W 243
209778
2323
SOUTH POINT RD
Residential
In Use
CFA-M INC
PO BOX 205
480
Gallons/connection
W 244
222093
2935
SOUTH POINT RD
N/A
Empty Lot
REECE JAMES E
2935 SOUTH POINT RD
-
W 245
222092
SOUTH POINT RD
N/A
Empty Lot
CRESCENT COMMUNITIES LLC
227 W TRADE ST STE 1000
-
W 246
221888
2309
SOUTH POINT RD
Residential
In Use
DIXON ARCHIE WALTON
2309 SOUTH POINT RD
480
Gallons/connection
W 247
221889
2309
SOUTH POINT RD
Residential
In Use
DIXON ARCHIE WALTON
2309 SOUTH POINT RD
480
Gallons/connection
W 248
193392
2625
SOUTH POINT RD
Residential
In Use
CARTER MILES A
2625 SOUTH POINT RD
480
Gallons/connection
W 249
192246
103
MITCHELL ST
Residential
In Use
BROWN EDDIE W JR
103 MITCHELL ST
480
Gallons/connection
easement required for adjacent
property not included in
spreadsheet
2 meters, 9 homes
W 250
192227
114
WARREN DR
Residential
In Use
STROME ANGELA KRISTEN
114 WARREN DR
480
Gallons/connection
W 251
192077
SOUTH POINT RD
N/A
Empty Lot
MAYES DORIS C
C/O GUILLERMO R GARCIA
-
W 252
192242
305
MITCHELL ST
Residential
In Use
SALMON TERESA RHYNE
305 MITCHELL ST
480
Gallons/connection
W 253
192244
201
MITCHELL ST
Residential
In Use
MCJUNKINS KENNETH F
201 MITCHELL ST
480
Gallons/connection
W 254
192218
2369
SOUTH POINT RD
Residential
In Use
CHEEK ROBERT VANCE
1000 PIERCE AVE
480
Gallons/connection
W 255
192092
331
SUNDERLAND RD
Residential
In Use
JULIAN H EMMA 99% INT &
2037 SOUTH POINT RD
480
Gallons/connection
W 256
192239
122
SOUTHPOINT DR
Residential
In Use
SPAIN JOHNNY H
122 SOUTHPOINT DR
480
Gallons/connection
W 257
192240
116
SOUTHPOINT DR
Residential
In Use
BAKER JOHN RJR
116 SOUTH POINT DR
480
Gallons/connection
W 258
192228
310
MITCHELL ST
Residential
In Use
LINDAG MAULDIN IRREVOC TRUST
310 MITCHELL ST
480
Gallons/connection
W 259
192229
314
MITCHELL ST
Residential
In Use
KITCHEN GEORGE
314 MITCHELL ST
480
Gallons/connection
W 260
213352
1034
NUTALL OAK LN
N/A
Empty Lot
GARCES DENNIS ERNESTO
11915 ALLFORTH LN APT 2411
-
W 261
213343
1113
SAWTOOTH OAK LN
N/A
Empty Lot
GABRIEL DANIEL
1113 SAWTOOTH OAK LN
Y
W 262
213351
1028
NUTALL OAK LN
N/A
Empty Lot
WOODEND LLC
1 SUNRISE PT LANE
W 263
213347
1103
SAWTOOTH OAK LN
N/A
Empty Lot
WOODEND LLC
1 SUNRISE PT LANE
W 264
213345
1109
SAWTOOTH OAK LN
N/A
Empty Lot
WILSON RICKEY D
2210 ROSLYN AVE
W 265
213354
1037
NUTALL OAK LN
N/A
Empty Lot
FLETCHER STEVEN
2084 LAKE FOREST DR
W 266
213342
1112
SAWTOOTH OAK LN
N/A
Empty Lot
GRANSON MICHAEL A
503 BELWOOD DR
W 267
213357
1025
NUTALL OAK LN
N/A
Empty Lot
NWE MYO &
14421 BISHAR LANE
-
W 268
193543
809
BELL POST RD
Residential
In Use
WILSON JOE W &
121 MCLEOD AVE
480
Gallons/connection
W 269
192079
2095
SOUTH POINT RD
N/A
Empty Lot
J & R RENTALS
PO BOX 708
-
W 270
213358
1015
NUTALL OAK LN
N/A
Empty Lot
O'NEILL PATRICIA U
PO BOX 166
-
W 271
213341
1108
SAWTOOTH OAK LN
Residential
In Use
KINCAID CHARLES E JR
1108 SAWTOOTH OAK LN
480
Gallons/connection
W 272
213348
1101
SAWTOOTH OAK LN
N/A
Empty Lot
WOODEND LLC
1 SUNRISE PT LANE
-
W 273
193558
SOUTH POINT RD
N/A
Empty Lot
LAKEVIEW FARMS INC
135 N MAIN ST
-
W 274
210933
125
LAKE MIST DR
Residential
In Use
JONES STEPHEN D
125 LAKE MIST DR
480
Gallons/connection
W 275
213336
1002
NUTALL OAK LN
N/A
Empty Lot
WOODEND LLC
1 SUNRISE PT LANE
-
W 276
213338
1010
NUTALL OAK LN
Residential
In Use
WILSON JONATHAN MITCHELL
1010 NUTALL OAK LANE
480
Gallons/connection
A 277
200146
7012
HIGHLAND WAY
Residential
In Use
CLEMENTS BENJAMIN B
7012 HIGHALND WAY
480
Gallons/connection
A 278
200147
7008
HIGHLAND WAY
Residential
In Use
GRIGG JONATHAN MARK
7008 HIGHLAND WAY
480
Gallons/connection
W 279
214473
1350
ARMSTRONG RD
N/A
Empty Lot
ACID CONSTRUCTION LLC
913 HOKE TRL
-
A 280
200151
1354
ARMSTRONG RD
Residential
In Use
TAYLOR ROBERT EDWARD JR
1354 ARMSTRONG RD
480
Gallons/connection
W 281
222944
2624
SOUTH POINT RD
Residential
In Use
RODGERS-MORALES PATRICIA D
2624 SOUTH POINT RD
480
Gallons/connection
W 282
221352
253
PLANT ALLEN RD
Industrial
In Use
DUKE ENERGY CORPORATION
422 S CHURCH ST
-
W 283
213356
1029
NUTALL OAK LN
N/A
Empty Lot
MYO AYE THINZAR &
14421 BISHAR LN
-
A 284
200137
7009
HIGHLAND WAY
Residential
In Use
YANDLE JAMES W
7009 HIGHLAND WAY
480
Gallons/connection
W 285
223116
816
ARDENTTRL
Business, Office, Factory w/o showers
In Use
AVH CAROLINAS LLC
5615 POTTER RD
-
W 286
198006
9019
WING POINT DR
Residential
In Use
LEDFORD HAL SCOTT
9019 WING POINTE DR
480
Gallons/connection
W 287
198010
OFF ARMSTRONG RD
N/A
Empty Lot
BARKLEY JULIUS F JR
2598 ASHBOURNE DR
-
W 288
223090
101
DAYBREAK LN
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 289
223095
503
AMERICAN BITTERSWEET LN
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
-
-
W 290
213339
1100
SAWTOOTH OAK LN
N/A
Empty Lot
WOODEND LLC
1 SUNRISE PT LANE
W 291
213344
1111
SAWTOOTH OAK LN
N/A
Empty Lot
WILSON ADAM E
2200 ROSLYN AVE
-
A 292
200140
7021
HIGHLAND WAY
Residential
In Use
HARRIS LORI S
7021 HIGHLAND WAY
480
Gallons/connection
A 293
213079
7013
HIGHLAND WAY
Residential
In Use
CRAWFORD JOAN DIANA
7013 HIGHLAND WAY
480
Gallons/connection
A 294
200145
7016
HIGHLAND WAY
Residential
In Use
YARBROUGH DAVID W
7016 HIGHLAND WAY
480
Gallons/connection
W 295
213340
1104
SAWTOOTH OAK LN
Residential
In Use
YEARY SEAN PATRICK &
3255 LAKE POINTE DR
480
Gallons/connection
W 296
223107
632
ARDENTTRL
N/A
Empty Lot
WILLIAMSON PATRICK J
632ARDENT TRL
-
W 297
223091
105
DAYBREAK LN
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 298
223096
505
AMERICAN BITTERSWEET LN
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
-
W 299
192249
119
SOUTHPOINT DR
Residential
In Use
SPAIN BRENDA PEARSON
119 SOUTHPOINT DR
480
Gallons/connection
W 300
192224
106
MITCHELL ST
Residential
In Use
BIRMINGHAM LEROYA
P O BOX 1331
480
Gallons/connection
W 301
221407
1024
NUTALL OAK LN
Residential
In Use
CALDWELL NANCY A
1024 NUTALL OAK LN
480
Gallons/connection
W 302
213355
1033
NUTALL OAK LN
N/A
Empty Lot
CELESTIAL HOLDINGS LLC
PO BOX 19707
-
W 303
192250
123
SOUTHPOINT DR
Residential
In Use
GIBSON BRIAN KEITH
123 SOUTH POINT DR
480
Gallons/connection
W 304
192185
101
MITCHELL ST
Residential
In Use
DRAKE BRAD
101 MITCHELL ST
480
Gallons/connection
A 305
193336
7001
HIGHLAND WAY
Residential
In Use
HALE JIMMIE E
7001 HIGHLAND WAY
480
Gallons/connection
W 306
223081
220
MORGANS BRANCH RD
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
-
W 307
223083
232
MORGANS BRANCH RD
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 308
223114
808
ARDENTTRL
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
-
W 309
197997
9209
EGRET RIDGE
Residential
In Use
SKARPALEZOS BLAKE R
9209 EGRET RDG
480
Gallons/connection
B 310
222951
2734
SOUTH POINT RD
N/A
Empty Lot
MARTIN AUDRA C
214 6TH ST
-
W 311
223084
236
MORGANS BRANCH RD
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
-
W 312
223127
CROMLISH CRSG
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 313
223092
109
DAYBREAK LN
N/A
Empty Lot
LATESSA JEFFREY D
109 DAYBREAK LN
-
-
A 314
200148
7004
HIGHLAND WAY
Residential
In Use
KELLER PHILIP A
7004 HIGHLAND WAY
480
Gallons/connection
2 homes
2 homes
W 315
200150
1358
ARMSTRONG RD
N/A
Empty Lot
ACID CONSTRUCTION LLC
913 HOKE TRL
-
W 316
205360
2618
SOUTH POINT RD
Residential
In Use
ELLINGTON CHARLES DAVID
2618 SOUTH POINT RD
480
Gallons/connection 3 homes
W 317
223082
224
MORGANS BRANCH RD
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
-
W 318
223115
812
ARDENTTRL
Business, Office, Factory w/o showers
In Use
AVH CAROLINAS LLC
5615 POTTER RD
-
W 319
223118
824
ARDENTTRL
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
-
W 320
223119
828
ARDENTTRL
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
-
W 321
192210
2425
SOUTH POINT RD
N/A
Empty Lot
BARNHART JASON W
2425 SOUTH POINT RD
-
W 322
192223
102
MITCHELL ST
Residential
In Use
TEAGUE JOHN A 1R
PO BOX 365
480
Gallons/connection
W 323
193383
2738
SOUTH POINT RD
Residential
In Use
DUCKETT SYLVIA DIANE F
PO BOX 208
480
Gallons/connection
W 324
223087
108
ACADIAN WAY
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
-
W 325
214506
91
MITCHELL ST
Residential
In Use
ROBINSON RALPH T
91 MITCHELL ST
480
Gallons/connection
B 326
192184
100
MITCHELL ST
N/A
Empty Lot
ROGERS ADAM KENNETH
933 EDGEMONT AVE
-
W 327
192187
97
MITCHELL ST
Residential
In Use
SECRESTTODD
97MITCHELL ST
480
Gallons/connection
W 328
192225
200
MITCHELL ST
Residential
In Use
LAIL CHARLES R
200 MITCHELL ST
480
Gallons/connection
W 329
192237
127
SOUTHPOINT DR
Residential
In Use
WALTON GEORGE M JR
127 SOUTHPOINT DR
480
Gallons/connection
W 330
201457
REESE WILSON RD
N/A
Empty Lot
CRESCENT RESOURCES INC
227 W TRADE ST STE 1000
-
W 331
217833
506
REESE WILSON RD
Residential
In Use
GOINS JOHN F
PO BOX 427
480
Gallons/connection
W 332
193323
1205
ARMSTRONG RD
Residential
In Use
BAILES JOHN EARL
1205 ARMSTRONG RD
480
Gallons/connection
W 333
191996
CANAL RD
N/A
Empty Lot
CAGLE BENJAMIN WILLIAM
114 O'DANIEL ST
-
W 334
224034
616
ARDENTTRL
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 335
199113
1362
ARMSTRONG RD
N/A
Empty Lot
AQUA NORTH CAROLINA INC
202 MACKENAN DR
-
A 336
214474
1344
ARMSTRONG RD
Residential
In Use
PAINTER MITCHELL F
1344 ARMSTRONG RD
480
Gallons/connection
W 337
224029
613
ARDENTTRL
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
-
-
W 338
219063
605
SHADY CREEK CT
Residential
In Use
KOKET STOREY J
605 SHADY CREEK CT
480
Gallons/connection
W 339
223086
112
ACADIAN WAY
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
-
W 340
223094
501
AMERICAN BITTERSWEET LN
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 341
223101
717
ARDENTTRL
Residential
In Use
LEMPERUR DOMINQUE JEAN-JACQUES
717ARDENT TRL
W 342
224036
624
ARDENTTRL
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 343
223122
ARMSTRONG RD
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
-
W 344
223089
100
ACADIAN WAY
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
-
W 345
223123
DAYBREAK LN
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
-
-
W 346
223102
713
ARDENTTRL
Residential
In Use
ANGSTMAN CURTIS JAMES
713ARDENT TRL
-
W 347
223100
721
ARDENTTRL
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
-
W 348
223121
ARMSTRONG RD
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
-
W 349
223111
712
ARDENTTRL
Residential
In Use
JUAREZ JENNIFER LYNN
712ARDENT TRL
-
W 350
223117
820
ARDENTTRL
Residential
In Use
SHREFFLER DICKSON RAY
820ARDENT TRL
-
W 351
223126
701
ARDENTTRL
Business, Office, Factory w/o showers
In Use
AVH CAROLINAS LLC
5615 POTTER RD
-
W 352
224032
608
ARDENTTRL
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
-
W 353
224031
604
ARDENTTRL
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
-
A 354
200142
7029
HIGHLAND WAY
Residential
In Use
RASH AMY B
7029 HIGHLAND WAY
480
Gallons/connection
W 355
223105
633
ARDENTTRL
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
-
W 356
223124
ARDENTTRL
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 357
223112
800
ARDENTTRL
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
-
W 358
223113
804
ARDENTTRL
N/A
Empty Lot
CLYBURN JEAN B
804 ARDENTTRL
W 359
224026
625
ARDENTTRL
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 360
224027
621
ARDENTTRL
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 361
193488
LAKE MIST DR
N/A
Empty Lot
CAMELOT STABLE ESTATES
C/O MARK BAXA MD
-
A 362
200149
7000
HIGHLAND WAY
Residential
In Use
KNUPP JAMES E
7000 HIGHLAND WAY
480
Gallons/connection
A 363
200143
7028
HIGHLAND WAY
Residential
In Use
AUSTIN ALAN J
7028 HIGHLAND WAY
480
Gallons/connection
W 364
214475
1338
ARMSTRONG RD
N/A
Empty Lot
ACD CONSTRUCTION LLC
913 HOKE TRL
-
W 365
223106
628
ARDENTTRL
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 366
223110
708
ARDENTTRL
N/A
Empty Lot
PASCIOLLA JAMES A
708ARDENT TRL
W 367
223098
509
LITTLETON LN
Residential
In Use
MOORE JASON DWAYNE
509 LITTLETON LN
W 368
223103
709
ARDENTTRL
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
-
W 369
219062
608
SHADY CREEK CT
Residential
In Use
GULLEDGE ASHLEY B
608 SHADY CREEK CT
480
Gallons/connection
W 370
223120
221
MORGANS BRANCH RD
N/A
Empty Lot
MARTIN KELLEY S
221 MORGANS BRANCH RD
-
W 371
224025
629
ARDENTTRL
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 372
224035
620
ARDENTTRL
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 373
224030
609
ARDENTTRL
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 374
223085
240
MORGANS BRANCH RD
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
-
A 375
200141
7025
HIGHLAND WAY
Residential
In Use
JAMES ROBERT L
7025 HIGHLAND WAY
480
Gallons/connection
B 376
219064
607
SHADY CREEK CT
Residential
In Use
MAXWELL NAVONDA SMITH
607 SHADY CREEK CT
-
W 377
223108
700
ARDENTTRL
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 378
223125
ARDENTTRL
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 379
223104
705
ARDENTTRL
N/A
Empty Lot
TREMAINE JEFFREY H
705 ARDENTTRL
W 380
224028
617
ARDENTTRL
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 381
213359
BELL POST DR
N/A
Empty Lot
DOANE TODD A
618 SECREST AVE
W 382
193388
2639
SOUTH POINT RD
Residential
In Use
HOFFMAN DONALD MAURICE &
P O BOX 135
480 Gallons/connection
W 383
192241
110
SOUTHPOINT DR
Residential
In Use
SHEPHERD MARY A
110 SOUTH POINT DR
480 Gallons/connection
W 384
192226
111
WARREN DR
Residential
In Use
HOPE CAROLYN KINLEY
4065 TUCKER RD
480 Gallons/connection
W 385
192093
SUNDERLAND RD
N/A
Empty Lot
JULIAN H EMMA 99% INT &
2037 SOUTH POINT RD
-
W 386
213335
1001
NUTALL OAK LN
N/A
Empty Lot
WOODEND LLC
1 SUNRISE PT LANE
W 387
213346
1107
SAWTOOTH OAK LN
N/A
Empty Lot
NARVESON JONATHAN B
2107 ROSLYN AVE
-
W 388
210934
131
LAKE MIST DR
Residential
In Use
BLACKMON CHRISTOPHER SHAWN
131 LAKE MIST DR
480 Gallons/connection
W 389
213353
1038
NUTALL OAK LN
N/A
Empty Lot
TOAL DESMOND JAMES JR
7418 BUCKLAND RD
-
W 390
222950
2730
SOUTH POINT RD
Residential
In Use
CLONINGER BOBBY G
2730 SOUTH POINT RD
480 Gallons/connection
A 391
200136
7005
HIGHLAND WAY
Residential
In Use
WHITAKER TOBY A
7005 HIGHLAND WAY
480 Gallons/connection
W 392
223088
104
ACADIAN WAY
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
-
W 393
223242
MITCHELL ST
N/A
Empty Lot
ROBINSON RALPH T
91 MITCH ELL ST
Y
W 394
223093
113
DAYBREAK LN
N/A
Empty Lot
LABAR KELSEY MORGAN
113 DAYBREAK LN
W 395
223109
704
ARDENTTRL
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 396
223099
505
LITTLETON LN
Residential
In Use
SMITH JOHN ROBERTJR
505 LITTLETON LN
W 397
224033
612
ARDENTTRL
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
-
A 398
200144
7020
HIGHLAND WAY
Residential
In Use
MCQUAY BENJAMIN PAUL
7020 HIGHLAND WAY
480 Gallons/connection
W 399
225030
SOUTH POINT RD
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
-
W 400
225029
165
MORGANS BRANCH RD
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 401
225017
508
ARDENT TRL
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 402
225006
112
SERENADE CT
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 403
225020
520
ARDENTTRL
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 404
225031
SERENADE CT
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 405
225035
2608
SOUTH POINT RD
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 406
225032
ARDENTTRL
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 407
225021
525
ARDENTTRL
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 408
225033
ARDENTTRL
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 409
225001
164
MORGANS BRANCH RD
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 410
225014
213
MORGANS BRANCH RD
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 411
225028
169
MORGANS BRANCH RD
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 412
225019
516
ARDENTTRL
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 413
225018
512
ARDENTTRL
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 414
225023
517
ARDENTTRL
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 415
225026
505
ARDENTTRL
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 416
225002
168
MORGANS BRANCH RD
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 417
225004
104
SERENADE CT
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 418
225005
108
SERENADE CT
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 419
225034
MORGANS BRANCH RD
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 420
225009
200
MORGANS BRANCH RD
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 421
225013
217
MORGANS BRANCH RD
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 422
225011
212
MORGANS BRANCH RD
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 423
225010
208
MORGANS BRANCH RD
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 424
225015
209
MORGANS BRANCH RD
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 425
225016
201
MORGANS BRANCH RD
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 426
225027
173
MORGANS BRANCH RD
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 427
225022
521
ARDENTTRL
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 428
225025
509
ARDENTTRL
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 429
225003
100
SERENADE CT
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 430
225008
105
SERENADE CT
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 431
225007
109
SERENADE CT
N/A
Empty Lot
AVH CAROLINAS LLC
5615 POTTER RD
W 432
225036
CROMLISH CRSG
N/A
Empty Lot
AVH CAROLINAS LLC
5616 POTTER RD
W 433
225012
216
MORGANS BRANCH RD
N/A
Empty Lot
AVH CAROLINAS LLC
5617 POTTER RD
W 434
225024
513
ARDENTTRL
N/A
Empty Lot
AVH CAROLINAS LLC
5618 POTTER RD
Appendix C: Schedule
www.dewberry.com
ID ITask Name
Finish
3rd Quarter 11st Quarter 13rd
1st
3rd Qu
1
Allen DEQ Report Submittal & Approval
Municipality/County Negotiation & Agreement
Municipality/Aqua Purchase Water Agreement
Municipality/County Design Agreement Period
Municipality/County System Design (assuming NTP upon agreement)
Field Work/Survey
30% Design Development
Development of 30% Construction Documents
Review of 30% Design
30% Design Review Meeting
60% Design Development
Development of 60% Construction Documents
Review of 60% Design
60% Design Review Meeting
Final Design Development
Development of 100% Construction Documents
Review of 100% Design
100% Design Review Meeting
Easement Development
Deed Research
Develop Plats
Easement Acquisition
Permitting
City of Belmont Development Approval
NCDEQ Erosion and Sedimentation Control Permit
NCDOT Right -of -Way Encroachment Permit (State and District)
NCDEQ Water Supply Permit
Advertise, Bidding & Contracting
NTp
Construction of Water Main & Services
Substantial Completion, System Testing, & Certification
Project Completion
Thu 12/15/16
Mon 11/14/16
Mon 11/14/16
Mon 11/14/16
Mon 2/20/17
Mon 2/20/17
Wed 3/22/17
Wed 3/22/17
Mon 4/24/17
Fri 4/28/17
Mon 5/1/17
Mon 5/1/17
Tue 6/13/17
Fri 6/23/17
Mon 6/26/17
Mon 6/26/17
Mon 7/24/17
Fri 8/4/17
Mon 5/1/17
Mon 5/1/17
Mon 6/26/17
Mon 8/7/17
Mon 6/26/17
Mon 6/26/17
Mon 6/26/17
Mon 6/26/17
Mon 6/26/17
Mon 10/9/17
Thu 12/14/17
Fri 12/15/17
Mon 8/20/18
Tue 9/18/18
Sun 1/15/17
Mon 2/13/17
Mon 2/13/17
Mon 2/13/17
Thu 10/5/17
Tue 3/21/17
Fri 4/28/17
Fri 4/21/17
Fri 4/28/17
Fri 4/28/17
Fri 6/23/17
Mon 6/12/17
Fri 6/23/17
Fri 6/23/17
Fri 8/4/17
Fri 7/21/17
Fri 8/4/17
Fri 8/4/17
Thu 10/5/17
Fri 5/26/17
Fri 8/4/17
Thu 10/5/17
Fri 10/6/17
Fri 8/25/17
Fri 8/25/17
Fri 9/15/17
Fri 10/6/17
Thu 12/14/17
Thu 12/14/17
Fri 8/17/18
Tue 9/18/18
Tue 9/18/18
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
Project:
Allen Steam Station
Proposed Schedule
Manual Summary Rollup
rA
A
4/28
6/23
12/14
9/18
Page 1
Appendix D: Opinion of Probable
Cost
www.dewberry.com
FINAL
Opinion of Probable Cost
Allen Steam Station Potable Water Connection
Item
Material
Unit
QQt y
Unit Cost
Extended Cost
Main
1
8-inch C-900 PVC Pipe
LF
22,800
$
10.00
$ 228,000
2
8-inch Tee
EA
20
$
1,000
$ 20,000
3
8-inch Gate Valve w/Box (assume three at every tee and one per 5,000 LF)
EA
65
$
1,200
$ 78,000
4
8-inch Misc Fittings (Assume 2 fittings per appurtenance plus 1 fitting per 1000 LF pipe times 100# per fitting)
LB
15,300
$
4.00
$ 61,200
5
Fire Hydrant with Automatic Flushing Device
EA
17
$
8,000
$ 136,000
6
Fire Hydrant
EA
46
$
6,000
$ 276,000
7
1-inch Air Release Valve and Manhole (at highpoints in main)
EA
3
$
2,200
$ 6,600
Subtotal Materials/Equipment:
$ 805,800
Installation (% of Material/Equipment):
30%
$ 241,800
8
Clearing & Grubbing (8" piping only)
LF
22,800
$
3.50
$ 79,800
9
Excavation and Backfilling for Trench
LF
22,800
$
18.00
$ 410,400
10
Repaving
SY
950
$
100.00
$ 95,000
11
Pipe Bedding Material (#67 Stone - assumed for 25% of pipe)
CY
530
$
35.00
$ 18,600
12
Railroad Crossing (Casing, Piping, Spiders and Installation)
EA
0
$
50,000
$ -
13
Rural Road Crossing for Main (Casing, Piping, Spiders and Installation)
EA
14
$
20,000
$ 280,000
14
Erosion Control Measures (Silt Fence/Check Dams based on feet of pipe)
LF
22,800
$
4.50
$ 102,600
15
Testing, Disinfection, Clean Up, Seed and Mulch (Assume: 25-ft impacted area)
LF
22,800
$
8.50
$ 193,800
16
Connection to Existing Waterline
EA
7
$
5,000
$ 35,000
17
Interconnect to Existing Waterline
EA
2
$
15,000
$ 30,000
18
Traffic Control
LS
1
$
55,000
$ 55,000
19
Well closure
EA
177
$
2,500
$ 442,500
Services Connections/Lines
20
2-inch PVC Pipe
LF
10,700
$
4.75
$ 50,900
21
3/4-inch PVC Pipe
LF
23,400
$
3.00
$ 70,200
22
Misc Fittings for Service Connections (valves, fittings, etc.)
EA
174
$
150
$ 26,100
Subtotal Materials/Equipment:
$ 147,200
Installation (% of Material/Equipment):
30%
$ 44,200
23
2-inch Services Taps, Meters, Meter Boxes and Misc. Connections to Main Line
EA
18
$
6,000
$ 108,000
24
3/4-inch Services Taps, Meters, Meter Boxes and Misc. Connections to Main Line
EA
156
$
3,000
$ 468,000
25
Road Crossing for Services - (Jetting/bore, Casing, and Installation)
EA
96
$
1,500
$ 144,000
26
Excavation and Backfilling for Service Trench
LF
34,100
$
10.00
$ 341,000
27
Flush, Clean Up, Seed and Mulch (Assume: 5-ft impacted area)
LF
34,100
$
4.00
$ 136,400
28
City of Belmont Development Fees
EA
272
$
1,075.00
$ 292,400
SUBTOTAL
$ 4,472,000
Sub -Total
FOB Allowance (% of Material/Equipment):
2%
$ 19,100
Renovation Allowance (% of Material/Equipment):
5%
$ 48,000
Sub -Total
$ 4,540,000
Contractor Overhead and Profit:
15%
$ 681,000
Contractor General Conditions:
MONTH
9
$
20,000
$ 180,000
Sub -Total:
$ 5,401,000
Contingency:
25%
$ 1,351,000
Sub -Total:
$ 6,752,000
Design, Bid Phase, and Construction Phase Engineering Services
10%
$ 676,000
Easements Acquistion (Permanent)
$ 40,000
TOTAL ESTIMATED CAPITAL COST:
$ 7,470,000
Notes:
1.) Renovation Allowance to account for private property refurbishment (signs, fences, etc.)
2.) Number of Service Taps taken from field evaluation and property records.
3.) Permanent Easement Acquisition based on 50% of average area property tax value.
4.) Temporary easements are not included in this estimate.
5.) No significant rock excavation, water crossings, wetlands, or other abnormal working environment anticipated.
6.) Opinion of Probable Cost dated October 2016; cost may vary depending upon escalation at time of construction.
7.) Piping footage may change with final design.
8.) Well closure and Development fees included per verbal conversation with City of Belmont.
11/10/2016 FINAL
Dewberry