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RPT_-09_1005-_Section_2_Existing_Water_Sources.doc
i
TABLE OF CONTENTS
2.0 EVALUATION OF EXISTING WATER SUPPLY … 1
2.1 Existing Water Sources … 1
2.2 Community Water Systems Using Groundwater … 1
2.2.1 Bland County … 1
2.2.2 Carroll County … 2
2.2.3 Grayson County … 8
2.2.4 Smyth County … 11
2.2.5 Washington County … 12
2.2.6 Wythe County … 13
2.2.7 City of Galax … 15
2.2.8 City of Bristol … 15
2.2.9 Scott County… 15
2.2.10 Lee County … 16
2.2.11 Wise County… 16
2.2.12 Russell County … 16
2.2.13 Tazewell County … 17
2.3 Community Water Systems Using Surface Water Reservoirs … 18
2.3.1 Bland County … 18
2.3.2 Carroll County … 18
2.3.3 Grayson County … 18
2.3.4 Smyth County … 18
2.3.5 Washington County … 18
2.3.6 Wythe County … 18
2.3.7 City of Galax … 18
2.3.8 City of Bristol … 19
2.3.9 City of Norton … 20
2.3.10 Wise County… 20
2.3.11 Tazewell County … 20
2.3.12 Dickenson County … 20
2.4 Community Systems Using Stream Intakes … 20
2.4.1 Bland County … 20
2.4.2 Carroll County … 21
2.4.3 Grayson County … 22
2.0 EVALUATION OF EXISTING WATER SUPPLY…
RPT
21
2.2
23
24

09.1005 =

BLE OF CONTEN
Existing Water Sourees…
Community Water Systems Using Groundwater.
Bland County
Carroll County .
Grayson County
Smyth County…
Washington County .
Wythe County.
City of Galax…
City of Bristol
Scott Count:
Lee County.
Wise County…
Russell County.
3 Tazewell County ws. eset
Community Water Systems Using Surface Water Reservoirs.
2.3.1. Bland County
Carroll County …
Grayson County
Smyth County
Washington County …
Wythe County
City of Galax.
City of Bristol …
City of Norton…
2.3.10 Wise County…
2.3.11 Tazewell County
2.3.12 Dickenson County.
Community Systems Using Stream Intake
2.4.1 Bland County
2.4.2 Carroll County .
2.4.3 Grayson County
_ Section 2. Existing Water Sourcessdoc
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2.4.4 Smyth County … 23
2.4.5 Washington County … 25
2.4.6 Wythe County … 26
2.4.7 City of Galax … 30
2.4.8 City of Bristol … 30
2.4.9 Scott County… 30
2.4.10 City of Norton … 31
2.4.11 Wise County… 31
2.4.12 Russell County … 31
2.4.13 Tazewell County … 31
2.5 Amount of Ground or Surface Water Purchased from Water Supply Systems
Outside the Geographic Boundaries of the County … 32
2.5.1 Bland County … 32
2.5.2 Carroll County … 32
2.5.3 Grayson County … 32
2.5.4 Smyth County … 33
2.5.5 Washington County … 34
2.5.6 Wythe County … 35
2.5.7 City of Galax … 35
2.5.8 City of Bristol … 35
2.5.9 Scott County… 35
2.5.10 Lee County
2
… 36
2.5.11 Russell County … 36
2.5.12 Tazewell County … 36
2.5.13 Dickenson County … 36
2.6 Non-Agricultural, Self-Supplied Users of More than 300,000 Gallons per  Month
of Surface Water … 36
2.6.1 Bland County … 36
2.6.2 Carroll County … 37
2.6.3 Grayson County … 37
2.6.4 Smyth County … 37
2.6.5 Washington County … 37
2.6.6 Wythe County … 37
2.6.7 City of Galax … 37
2.6.8 City of Bristol … 37
2.6.9 Scott County… 38
2.6.10 Lee County … 38
2.6.11 City of Norton … 38
2.6.12 Wise County… 38
Smyth County …
Washington County .
Wythe County.
City of Galax.
City of Bristol
Scott County…
City of Norton
Wise County…
Russell County
Tazewell County .
2.5 Amount of Ground or Surface Water Purchased from Water Supply Systems
Outside the Geographic Boundaries of the County .
2.5.1. Bland County…
2.8.2. Carroll County…
2.8.3. Grayson County
2.5.4 Smyth County…
Washington County …
Wythe County
City of Galax.
City of Bristol …
Scott Count
Lee County’
2.8.11 Russell County.
2.5.12 Tazewell County
2.5.13 Dickenson County…
2.6 Non-Agricultural, Self-Supplied Users of More than 300,000 Gallons per Month
of Surface Water… 36
2.6.1. Bland County
2.6.2. Carroll County .
2.6.3. Grayson County
2.6.4 Smyth County.
Washington County .
Wythe County
City of Galax.
City of Bristol…
Scott Count
Lee County.
City of Norton
Wise County…
RPT_- 09.1005 - Section 2. Existing Water Sources doe
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2.6.13 Russell County … 38
2.6.14 Tazewell County (User – Source) … 38
2.6.15 Dickenson County (User – Source) … 38
2.6.16 Buchanan County (User – Source) … 39
2.7 Non-Agricultural, Self-Supplied Users of More than 300,000 Gallons per  Month
of Ground Water … 39
2.7.1 Bland County … 39
2.7.2 Carroll County … 40
2.7.3 Grayson County … 41
2.7.4 Smyth County … 43
2.7.5 Washington County … 43
2.7.6 Wythe County … 44
2.7.7 City of Galax … 44
2.7.8 City of Bristol … 44
2.7.9 Scott County… 44
2.7.10 Lee County … 45
2.7.11 City of Norton … 45
2.7.12 Wise County… 45
2.7.13 Tazewell County (User – Source) … 45
2.7.14 Dickenson County (User – Source) … 45
2.7.15 Buchanan County (User – Source) … 45
2.8 Agricultural Users Who Utilize More than 300,000 Gallons per Month,  Estimate
of Total Agricultural Usage by Source, Irrigation vs. Non-Irrigation  and Source
… 45
2.8.1 Bland County … 45
2.8.2 Carroll County … 46
2.8.3 Grayson County … 46
2.8.4 Smyth County … 46
2.8.5 Washington County … 46
2.8.6 Wythe County … 46
2.8.7 City of Bristol … 46
2.8.8 City of Galax … 46
2.8.9 Scott County… 47
2.8.10 Lee County … 47
2.8.11 City of Norton … 47
2.8.12 Wise County… 47
2.8.13 Tazewell County … 47
2.8.14 Dickenson County … 47
2.8.15 Buchanan County … 47
27
2.8
RPT_-_09 1005 -
2.6.13 Russell County…
2.6.14 Tazewell County (User ~ Source).
2.6.15 Dickenson County (User ~ Source)…
2.6.16 Buchanan County (User — Source)
Non-Agricultural, Self-Supplied Users of More than 300,000 Gallons per Month
of Ground Water…
Bland County…
Carroll County
Grayson County
Smyth County
Washington County
Wythe County
City of Galax.
City of Bristol …
Scott County…
Lee County.
City of Norton…
Wise County…
Tazewell County (User ~ Source).
Dickenson County (User~ Source) …
15 Buchanan County (User — Source)…
Agricultural Users Who Utilize More than 300,000 Gallons per Month, Estimate
of Total Agricultural Usage by Source, Irrigation vs. Non-Irrigation and Source
Bland County
Carroll County .
Grayson County
Smyth County.
Washington County …
Wythe County…
City of Bristol
City of Galax.
Scott Count
Lee County.
City of Norton
2.8.12 Wise County…
2.8.13 Tazewell County…
Dickenson County.
2.8.15. Buchanan County
_ Section 2_ Existing Water Sourees.doe
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2.8.16 Russell County … 47
2.9 Residences and Businesses that are Self-Supplied and Individual Wells
Withdrawing less than 300,000 Gallons per Month … 48
2.9.1 Scott County… 49
2.9.2 Lee County
5
… 49
2.9.3 Wise County
5
… 49
2.9.4 Tazewell County
5
… 49
2.9.5 Dickenson County
5
… 50
2.9.6 Buchanan County
5
… 50
2.9.7 Russell County
5
… 50
2.10 Summary of Findings and Recommendations from Source Water Assessment
Plans and Wellhead Protection Plans … 50
2.8.16 Russell County…
2.9 Residences and Businesses that are Self-Supplied and Individual Wells
Withdrawing less than 300,000 Gallons per Month
2.9.1 Scott County…
2.9.2. Lee County®
2.9.3 Wise County*
2.9.4 Tazewell County’.
Dickenson County
Buchanan County*
Russell County*
2.10 Summary of Findings and Recommendations from Source Water Assessment
Plans and Wellhead Protection Plans…
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TABLES
Table 2.7.1:  Summary of non-agricultural, self-supplied users using groundwater in Bland
County. 39
Table 2.7.2:  Summary of non-agricultural, self-supplied users using groundwater in Carroll
County. 40
Table 2.7.3:  Summary of non-agricultural, self-supplied users using groundwater in Grayson
County. 41
Table 2.7.4:  Summary of non-agricultural, self-supplied users using groundwater in Smyth
County. 43
Table 2.7.5:  Summary of non-agricultural, self-supplied users using groundwater in Washington
County. 43
Table 2.7.6:  Summary of non-agricultural, self-supplied users using groundwater in Wythe
County. 44
Table 2.9: Estimated Population Served by Individual Residential Wells by Jurisdiction. … 48
TABLES
Table 2.7.1: Summary of non-agricultural, self-supplied users using groundwater in Bland
County. 39
Table 2.7.2: Summary of non-agricultural, self-supplied users using groundwater in Carroll
County. 40
Table 2.7.3: Summary of non-agricultural, self-supplied users using groundwater in Grayson
County. 4l
Table 2.7.4: Summary of non-agricultural, self-supplied users using groundwater in Smyth
County. 43
Table 2.7.5: Summary of non-agricultural, self-supplied users using groundwater in Washington
County. 43
Table 2.7.6: Summary of non-agricultural, self-supplied users using groundwater in Wythe
County. 44
Table 2.9: Estimated Population Served by Individual Residential Wells by Jurisdiction. … 48
09 1005- Section 2 Existing Water Sourcesdoe
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2.0 EVALUATION OF EXISTING WATER SUPPLY
2.1 Existing Water Sources
The homes, businesses and other water users in the region receive water from a variety of
sources including: public water systems, public and private groundwater wells, stream or river
intakes, and reservoirs.  As required by the Regulation
1
, current information on existing water
sources is presented in the following sections.
A map showing the locations of the public community water systems in the MRPDC region is
included as Figure 2 (Appendix A).
2.2 Community Water Systems Using Groundwater
2.2.1 Bland County
Many of the community water systems in Bland County, both publicly and privately owned, rely
on groundwater.  The Bland County Service Authority (BCSA) owns and operates the Bland
Community Water Authority and the Rocky Gap/Bastian public community water systems.  Deer
Run Water Company is the only private community water system using groundwater in Bland
County.  Each is discussed below.
2.2.1.1 Bland Community Water Authority
The Bland Community Water Authority water system is a public community water system
owned and operated by the BCSA.  The system consists of two drilled wells connected to a water
treatment plant (WTP). No well construction information was available for either well.  The two
wells have approximate yields of 214 gallons per minute (gpm) and 156 gpm.  The groundwater
is under the influence of surface water; therefore, the water is piped to the WTP for treatment.
The service pumps at the WTP pump treated water to the nearby 150,000 gallon storage tank,
where it is then distributed to the system.
The WTP consists of an adsorption clarifier with polypropylene media, a mixed media filter (4
gpm/ft²), fluoride and chlorine injection, and a 23,400 gallon clearwell located beneath the WTP.
1
9 VAC 25-780-70 requires the following information on existing water sources.
2.0 EVALUATION OF EXISTING WATER SUPPLY
2.1 Existi
ing Water Sources
The homes, businesses and other water users in the region receive water from a variety of
sources including: public water systems, public and private groundwater wells, stream or river
intakes, and reservoirs. As required by the Regulation’, current information on existing water
sources is presented in the following sections.
‘A map showing the locations of the public community water systems in the MRPDC region is
included as Figure 2 (Appendix A).
2.2 Community Water Systems Using Groundwater
2.2.1 Bland County
Many of the community water systems in Bland County, both publicly and privately owned, rely
on groundwater. The Bland County Service Authority (BCSA) owns and operates the Bland
Community Water Authority and the Rocky Gap/Bastian public community water systems. Deer
Run Water Company is the only private community water system using groundwater in Bland
County. Each is discussed below.
2.2.1.1 Bland Community Water Authority
The Bland Community Water Authority water system is a public community water system
‘owned and operated by the BCSA. The system consists of two drilled wells connected to a water
treatment plant (WTP). No well construction information was available for either well. The two
wells have approximate yields of 214 gallons per minute (gpm) and 156 gpm. The groundwater
is under the influence of surface water; therefore, the water is piped to the WTP for treatment.
The service pumps at the WTP pump treated water to the nearby 150,000 gallon storage tank,
where it is then distributed to the system.
The WTP consists of an adsorption clarifier with polypropylene media, a mixed media filter (4
gpm/ft?), fluoride and chlorine injection, and a 23,400 gallon clearwell located beneath the WTP.
"9 VAC 25-780-70 requires the following information on existing water sources.
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The WTP produces approximately 57,000 gallons per day (gpd).  The design capacity for this
system is 173,000 gpd.
2.2.1.2 Deer Run Water Company
The Deer Run Water Company is a private community water system that provides water to the
Deer Run Subdivision.  This system consists of a drilled well that is reportedly 525 feet deep.
No other well construction or yield information was available.  Water is chlorinated and piped to
two interconnected 2,000 gallon concrete reservoirs.  The design capacity of the system is
limited to 18 equivalent residential connections (ERC).  The system is currently using 17
connections.
2.2.2 Carroll County
Many of the community water systems in Carroll County, both publicly and privately owned,
rely on groundwater.  The Carroll County Public Service Authority (CCPSA) owns and operates
the following public community water systems utilizing groundwater: Cana Community Water
System, Gladeville/Cranberry Water System, Hillcrest Estates, Route 100, and Woodlawn.
Private community water systems using groundwater in Carroll County include the following:
Brandywine Estates, Cascade Mountain Resort, Chalet High Subdivision, Laurel Meadows
Home, Olde Mill Golf Club, Pinebrook Subdivision, and Sunrise Trailer Park.  Each is discussed
below.
2.2.2.1 Cana Community Water System
Cana Community Water System is a public community water system owned and operated by the
CCPSA.  The system consists of seven drilled wells, an atmospheric storage tank, and
approximately 76,900 feet of water lines ranging from 2-inch diameter to 10-inch diameter.
Well No. 1 was drilled to a depth of 400 feet.  No other well construction information was
available.  The yield is approximately 31 gpm.  Well No. 2 was drilled to a depth of 400 feet.  No
other well construction information was available.  The yield is approximately 48 gpm.  Well
No. 2 is pumped to two 119 gallon hydropneumatic tanks.  Two booster pumps rated at 48 gpm
deliver water to the distribution system.  Well No. 3 was drilled to a depth of 400 feet and has an
approximate yield of 10 gpm.  No other well construction information was available.  Well No. 4
The WTP produces approximately 57,000 gallons per day (gpd). The design capacity for this
system is 173,000 gpd.
2.2.1.2 Deer Run Water Company
The Deer Run Water Company is a private community water system that provides water to the
Deer Run Subdivision. This system consists of a drilled well that is reportedly 525 feet deep.
No other well construction or yield information was available. Water is chlorinated and piped to
two interconnected 2,000 gallon concrete reservoirs. The design capacity of the system is
limited to 18 equivalent residential connections (ERC). The system is currently using 17
connections.
2.2.2. Carroll County
Many of the community water systems in Carroll County, both publicly and privately owned,
rely on groundwater. The Carroll County Public Service Authority (CCPSA) owns and operates
the following public community water systems utilizing groundwater: Cana Community Water
System, Gladeville/Cranberry Water System, Hillerest Estates, Route 100, and Woodlawn.
Private community water systems using groundwater in Carroll County include the following:
Brandywine Estates, Cascade Mountain Resort, Chalet High Subdivision, Laurel Meadows
Home, Olde Mill Golf Club, Pinebrook Subdivision, and Sunrise Trailer Park. Each is discussed
below.
2.2.2.1. Cana Community Water System
Cana Community Water System is a public community water system owned and operated by the
CCPSA. The system consists of seven drilled wells, an atmospheric storage tank, and
approximately 76,900 feet of water lines ranging from 2-inch diameter to 10-inch diameter.
Well No. 1 was drilled to a depth of 400 feet. No other well construction information was
available, The yield is approximately 31 gpm. Well No. 2 was drilled to a depth of 400 feet. No
other well construction information was available. The yield is approximately 48 gpm. Well
No. 2 is pumped to two 119 gallon hydropneumatic tanks. Two booster pumps rated at 48 gpm
deliver water to the distribution system. Well No. 3 was drilled to a depth of 400 feet and has an
approximate yield of 10 gpm. No other well construction information was available. Well No. 4
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was drilled to a depth of 400 feet and has an approximate yield rate of 20 gpm.  No other well
construction information was available.  There was no well construction information available
for Well No. 5; however, the yield was estimated at approximately 17 gpm.  Well No. 6 was
drilled to a depth of 500 feet and has an approximate yield of 8 gpm.  No other well construction
information was available.  Well No. 7 was drilled to a depth of 305 feet and has a reported yield
of 22 gpm.  All wells are equipped with submersible pumps matching their respective yield rates
and are housed in concrete block buildings.  All wells are controlled by a time clock except for
Well No. 2, which is be controlled by a pressure switch.
An orthophosphate chemical feed system and chlorination equipment are used for each
individual well except for Well No. 3.  Water from Well No. 3 is delivered to Well No. 2 for
chlorination and sequestration.
The system has a total effective storage of 314,092 gallons.  The combined permitted yield for
the seven wells is 124,800 gpd.
2.2.2.2 Route 100
The Route 100 water system is a public community water system owned and operated by the
CCPSA.  The system consists of three drilled wells, one booster pump station, and distribution
lines.
The Beaverdam Well was drilled to a depth of 400 feet and cased and grouted at a depth of 57
feet.  The yield is approximately 33 gpm.  The well is controlled by a pressure switch and
pumped to two 119 gallon hydropneumatic storage tanks.  Two 33 gpm centrifugal booster
pumps deliver the water from the pressure tanks into the distribution system.  Metering pumps
are used to deliver chlorine solution and orthophosphate for manganese control.  Chlorine
contact is provided by 200 feet of 12-inch pipe prior to entering the distribution system.
The Island Creek Well was drilled to a depth of 400 feet and is cased and grouted to a depth of
58 feet.  The yield is approximately 40 gpm.  The well operates similar to the Beaverdam Well,
using two 40 gpm booster pumps.  The well is chlorinated and orthophosphate is added for
manganese control.  Chlorine contact is provided by 205 feet of 12 inch pipe prior to entering the
distribution system.
was drilled to a depth of 400 feet and has an approximate yield rate of 20 gpm. No other well
construction information was available. There was no well construction information available
for Well No. 5; however, the yield was estimated at approximately 17 gpm. Well No. 6 was
drilled to a depth of 500 feet and has an approximate yield of 8 gpm. No other well construction
information was available. Well No. 7 was drilled to a depth of 305 feet and has a reported yield
of 22 gpm. All wells are equipped with submersible pumps matching their respective yield rates
and are housed in concrete block buildings. All wells are controlled by a time clock except for
Well No. 2, which is be controlled by a pressure switch,
An orthophosphate chemical feed system and chlorination equipment are used for each
individual well except for Well No. 3. Water from Well No. 3 is delivered to Well No. 2 for
chlorination and sequestration.
‘The system has a total effective storage of 314,092 gallons. The combined permitted yield for
the seven wells is 124,800 gpd.
2.2.2.2 Route 100
The Route 100 water system is a public community water system owned and operated by the
CCPSA. The system consists of three drilled wells, one booster pump station, and distribution
lines.
‘The Beaverdam Well was drilled to a depth of 400 feet and cased and grouted at a depth of 57
feet. The yield is approximately 33 gpm. The well is controlled by a pressure switch and
pumped to two 119 gallon hydropneumatic storage tanks. Two 33 gpm centrifugal booster
pumps deliver the water from the pressure tanks into the distribution system. Metering pumps
are used to deliver chlorine solution and orthophosphate for manganese control. Chlorine
contact is provided by 200 feet of 12-inch pipe prior to entering the distribution system.
The Island Creek Well was drilled to a depth of 400 feet and is cased and grouted to a depth of
58 feet. The yield is approximately 40 gpm. The well operates similar to the Beaverdam Well,
using two 40 gpm booster pumps. The well is chlorinated and orthophosphate is added for
manganese control. Chlorine contact is provided by 205 feet of 12 inch pipe prior to entering the
distribution system.
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The Route 221 Well was drilled to a depth of 350 feet and is cased and grouted to a depth of 51
feet.  The yield is approximately 53 gpm.  The well operates similarly to the Beaverdam and
Island Creek Wells, using two 53 gpm booster pumps.  The well is chlorinated and
orthophosphate is added for manganese control.  Chlorine contact is provided by 72 feet of 24
inch pipe prior to entering the distribution system.
The three wells have a combined yield capacity of 126 gpm or 100,800 gpd.  Water is also
supplied to the system by a booster pump station that pumps from the Carroll County system
tank.  The pump station is equipped with two 225 gpm vertical turbine booster pumps.  The
pumps operate in response to a tank level telemetry system.  Storage is provided by a 150,000
gallon elevated tank and a 388,000 gallon ground storage tank.  The total effective storage for the
system is 538,000 gallons.
The Route 100 system presently serves approximately 173 service connections including the
CCPSA’s highest volume customer, Magnolia Manufacturing.  The design capacity for the Route
100 water system is 0.36 MGD.
2.2.2.3 Gladeville/Cranberry Water System
The Gladeville/Cranberry Water System is a public community water system owned and
operated by the CCPSA.  This water system consists of five drilled wells, one booster pump
station, storage tanks, and distribution lines.  The Davis Well was drilled to a depth of 405 feet
and was cased and grouted to a depth of 51 feet.  The yield is approximately 78 gpm.    Wilson
Well No. 1 was drilled to a depth of 405 feet and is cased and grouted to a depth of 102 feet.
The yield is approximately 18 gpm.  Wilson Well No. 2 was drilled to a depth of 405 feet and
was cased to a depth of 99 feet.  The yield is approximately 82 gpm.  The two wells are housed
in separate concrete buildings.  Each well is equipped with chlorine metering pumps and a 100
gallon solution crock.  Water flows by gravity to a wet well where two submersible booster
pumps, each with a pumping capacity of 100 gpm, are used.  The booster pump station is
controlled by a time clock, and a float control system turns the well pumps off.
Summers Well No. 1 was drilled to a depth of 405 feet and is cased and grouted to a depth of 64
feet.  The yield is approximately 96 gpm.  Summers Well No. 2 is also 405 feet deep and is cased
and grouted to a depth of 52 feet.  Water flows by gravity to a wet well where three submersible
The Route 221 Well was drilled to a depth of 350 feet and is cased and grouted to a depth of 51
feet. The yield is approximately 53 gpm. The well operates similarly to the Beaverdam and
Island Creek Wells, using two 53 gpm booster pumps. The well is chlorinated and
orthophosphate is added for manganese control, Chlorine contact is provided by 72 feet of 24
inch pipe prior to entering the distribution system.
The three wells have a combined yield capacity of 126 gpm or 100,800 gpd. Water is also
supplied to the system by a booster pump station that pumps from the Carroll County system
tank, The pump station is equipped with two 225 gpm vertical turbine booster pumps. The
pumps operate in response to a tank level telemetry system. Storage is provided by a 150,000
gallon elevated tank and a 388,000 gallon ground storage tank. The total effective storage for the
system is 538,000 gallons.
The Route 100 system presently serves approximately 173 service connections including the
CCPSA’s highest volume customer, Magnolia Manufacturing, The design capacity for the Route
100 water system is 0.36 MGD.
2.2.2.3 Gladeville/Cranberry Water System
The Gladeville/Cranberry Water System is a public community water system owned and
operated by the CCPSA. This water system consists of five drilled wells, one booster pump
station, storage tanks, and distribution lines. The Davis Well was drilled to a depth of 405 feet
and was cased and grouted to a depth of 51 feet. ‘The yield is approximately 78 gpm. Wilson
Well No. 1 was drilled toa depth of 405 feet and is cased and grouted to a depth of 102 feet.
The yield is approximately 18 gpm. Wilson Well No. 2 was drilled to a depth of 405 feet and
was cased to a depth of 99 feet. The yield is approximately 82 gpm. The two wells are housed
in separate concrete buildings. Each well is equipped with chlorine metering pumps and a 100
gallon solution crock. Water flows by gravity to a wet well where two submersible booster
pumps, each with a pumping capacity of 100 gpm, are used. The booster pump station is
controlled by a time clock, and a float control system turns the well pumps off.
Summers Well No. 1 was drilled to a depth of 405 feet and is cased and grouted to a depth of 64
feet. The yield is approximately 96 gpm. Summers Well No. 2 is also 405 feet deep and is cased
and grouted to a depth of 52 feet. Water flows by gravity to a wet well where three submersible
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pumps, each with a capacity rating of 120 gpm, are located in the booster pump station.  Any two
pumps functioning simultaneously will create a flow of approximately 140 GPM.  The station is
controlled by a time clock while a float control system operates the well pumps.
The Country Estates hydropneumatic pump station draws water from the Gladeville/Cranberry
system and supplies a 25-lot residential subdivision.  The pump station includes two 65 gpm
centrifugal booster pumps and four 119 gallon hydropneumatic tanks.
The system contains a 500,000 gallon storage tank with a total effective storage volume is
162,217 gallons.  The design capacity for the system is 0.30 MGD
2.2.2.4 Hillcrest Estates
Hillcrest Estates water system is a public community water system that is owned and operated by
the CCPSA.  The system consists of one drilled well.  The well was drilled to a depth of 455 feet
deep and cased to a depth of 91 feet.  The yield is approximately 25 gpm.  The well pumps
directly to the booster pump station where it is pumped to a 10,000 gallon concrete storage tank.
The concrete tank houses two submersible well pumps, each rated at 90 gpm, which direct water
to four bladder-type pressure tanks.  The design capacity of the system is limited to 19,225 gpd
or 48 ERCs.
2.2.2.5 Woodlawn
The Woodlawn water system is a public community water system that is owned and operated by
the CCPSA. This system consists of four drilled wells, an atmospheric storage tank, and
distribution lines.  Each of the wells is chlorinated with a hypochlorination system.  The system
consists of a metering pump and a 100 gallon solution crock.  The well and hypochlorination
system are controlled via a time clock
Well No. 1 was drilled to a depth of 400 feet.  No other well construction information was
available.  The yield is approximately 27 gpm.  Well No. 2 was drilled to a depth of 250 feet.  No
other well construction information was available.  The yield is approximately 141 gpm. The
well pump has a capacity of 125 gpm.  The Guynn Well was drilled to a depth of 405 feet and
cased and grouted to a depth of 62 feet.  The yield is approximately 61 gpm.    The Ball Park
pumps, each with a capacity rating of 120 gpm, are located in the booster pump station. Any two
pumps functioning simultaneously will create a flow of approximately 140 GPM. The station is
controlled by a time clock while a float control system operates the well pumps.
The Country Estates hydropneumatic pump station draws water from the Gladeville/Cranberry
system and supplies a 25-lot residential subdivision. The pump station includes two 65 gpm
centrifugal booster pumps and four 119 gallon hydropneumatic tanks.
The system contains a 500,000 gallon storage tank with a total effective storage volume is
162,217 gallons. The design capacity for the system is 0.30 MGD
2.2.2.4 Hillcrest Estates
Hillcrest Estates water system is a public community water system that is owned and operated by
the CCPSA. The system consists of one drilled well. ‘The well was drilled to a depth of 455 feet
deep and cased to a depth of 91 feet. ‘The yield is approximately 25 gpm. The well pumps
directly to the booster pump station where it is pumped to a 10,000 gallon concrete storage tank.
The concrete tank houses two submersible well pumps, each rated at 90 gpm, which direct water
to four bladder-type pressure tanks. ‘The design capacity of the system is limited to 19,225 gpd
or 48 ERCs.
2.2.2.5 Woodlawn
‘The Woodlawn water system is a public community water system that is owned and operated by
the CCPSA. This system consists of four drilled wells, an atmospheric storage tank, and
distribution lines. Each of the wells is chlorinated with a hypochlorination system, The system
consists of a metering pump and a 100 gallon solution crock. The well and hypochlorination
system are controlled via a time clock
Well No. 1 was drilled to a depth of 400 feet. No other well construction information was
available. The yield is approximately 27 gpm. Well No. 2 was drilled to a depth of 250 feet. No
other well construction information was available. The yield is approximately 141 gpm. The
well pump has a capacity of 125 gpm. The Guynn Well was drilled to a depth of 405 feet and
cased and grouted to a depth of 62 feet. The yield is approximately 61 gpm. The Ball Park
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Well was drilled to a depth of 550 feet and was cased and grouted to a depth of 50 feet.  The
yield is approximately 55 gpm.
The combined yield capacity of the four wells is 268 gpm or 214,400 gpd.  A 489,000 gallon
atmospheric tank is used for storage.  The effective storage volume is 215,947 gallons. The
design capacity for the system is 0.21 MGD.
2.2.2.6 Brandywine Estates
Brandywine Estates is a privately owned community water system.  The system consists of one
drilled 12-inch well.  The well was drilled to a depth of 210 feet and cased to a depth of 68 feet.
The yield of the well is approximately 28 gpm.  The design capacity of the system is 16,000 gpd.
2.2.2.7 Cascade Mountain Resort
The Cascade Mountain Resort water supply is a privately owned community water system.  The
system consists of eight drilled wells which are individually housed.  Each well is cased to a
depth between 50 and 60 feet.  No other well construction or yield information was available.
The system has two separate distribution systems.  The first distribution system consists of a
pump station, a 75,000 gallon storage tank, a 60,000 gallon storage tank, and a 5,000 gallon
storage tank.  This distribution system is served by Wells Nos. 1-6.  The second distribution
system includes a booster pump station, a 25,000 gallon storage tank, and a 50,000 gallon
storage tank.  This system is served by Well No. 7 and Well No. 8.  The two distribution systems
are connected.
The total storage capacity for the system is 0.215 MG.  The system serves approximately 75
service connections, including an office, restaurant facility, former ski lodge, and residential
homes.  The design capacity for the system is 0.14 MGD.
2.2.2.8 Chalet High Subdivision
The Chalet High Subdivision is a private community water system.  The system consists of five
drilled wells.  Well No. 1 was drilled to a depth of 395 feet and cased and grouted to a depth of
60.5 feet.  No yield information was available.  Water is pumped by a 2 HP submersible pump
with pump rate of 33 gpm to a 80 gallon hydropneumatic tank and/or a 10,000 gallon
Well was drilled to a depth of 550 feet and was cased and grouted to a depth of 50 feet. The
yield is approximately 55 gpm.
The combined yield capacity of the four wells is 268 gpm or 214,400 gpd. A 489,000 gallon
atmospheric tank is used for storage. The effective storage volume is 215,947 gallons. The
design capacity for the system is 0.21 MGD.
2.2.2.6 Brandywine Estates
Brandywine Estates is a privately owned community water system. The system consists of one
drilled 12-inch well. The well was drilled to a depth of 210 feet and cased to a depth of 68 feet.
The yield of the well is approximately 28 gpm. The design capacity of the system is 16,000 gpd.
2.2.2.7 Cascade Mountain Resort
The Cascade Mountain Resort water supply is a privately owned community water system. The
system consists of eight drilled wells which are individually housed. Each well is cased to a
depth between 50 and 60 feet. No other well construction or yield information was available.
The system has two separate distribution systems. The first distribution system consists of a
pump station, a 75,000 gallon storage tank, a 60,000 gallon storage tank, and a 5,000 gallon
storage tank, This distribution system is served by Wells Nos. 1-6. The second distribution
system includes a booster pump station, a 25,000 gallon storage tank, and a 50,000 gallon
storage tank. This system is served by Well No. 7 and Well No. 8. The two distribution systems
are connected.
The total storage capacity for the system is 0.215 MG. The system serves approximately 75
service connections, including an office, restaurant facility, former ski lodge, and residential
homes. The design capacity for the system is 0.14 MGD.
2.2.2.8 Chalet High Subdivision
The Chalet High Subdivision is a private community water system. The system consists of five
drilled wells. Well No. | was drilled to a depth of 395 feet and cased and grouted to a depth of
60.5 feet. No yield information was available. Water is pumped by a 2 HP submersible pump
with pump rate of 33 gpm to a 80 gallon hydropneumatic tank and/or a 10,000 gallon
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hydropneumatic tank.  Tank operation is alternated manually, with the 80 gallon tank used in low
use periods and the 10,000 gallon tank used under normal operating conditions.
Well No. 2 was drilled to a depth of 275 feet and cased and grouted to a depth of 70 feet.  No
yield information was available.  Water is pumped at a rate of 23 gpm by a submersible pump
that directs water to two pressure tanks, with capacities are 80 gallon and 120 gallons.
Well No. 3 was drilled to a depth of 340 feet and cased and grouted to a depth of 50 feet.  The
well yield is approximately 4 gpm.  A 1 HP submersible pump sends water to a 120 gallon
pressure tank inside the well house.
Well No. 4 is no longer in service.  Well No. 5 was drilled to a depth of 300 feet and cased and
grouted to a depth of 50 feet. The yield is approximately 4 gpm.  The water is pumped to a 120
gallon pressure tank.
Well No. 6 was drilled to a depth of 305 feet and cased and grouted to a depth of 50 feet.  The
yield is approximately 18 gpm.  Water is pumped to a 10,152 gallon hydropneumatic pump.
The effective storage capacity is 6,840 gallons.  The design capacity for the system is limited to
112 connections.
2.2.2.9 Laurel Meadows Home
Laurel Meadows Home is a private community water system serving a nursing home.  The
system consists of one well drilled to a depth of 302 feet.  No other well construction information
was available.  The yield is approximately 28 gpm.  Chlorination is provided through a metering
pump and a 50 gallon tank.
Chlorinated water is delivered to a 11,460 gallon atmospheric type storage tank.  Dual 80 gpm
centrifugal booster pumps deliver water to a 1,000 gallon hydropneumatic tank.  The system
contains a 35,000 gallon concrete fire storage tank.  This tank is equipped with a low water alarm
and a 500 gpm vertical turbine pump.  The potable water system and the fire system are
interconnected.
hydropneumatic tank. Tank operation is alternated manually, with the 80 gallon tank used in low
use periods and the 10,000 gallon tank used under normal operating conditions.
Well No. 2 was drilled to a depth of 275 feet and cased and grouted to a depth of 70 feet. No
yield information was available. Water is pumped at a rate of 23 gpm by a submersible pump
that directs water to two pressure tanks, with capacities are 80 gallon and 120 gallons.
Well No. 3 was drilled to a depth of 340 feet and cased and grouted to a depth of 50 feet. The
well yield is approximately 4 gpm. A 1 HP submersible pump sends water to a 120 gallon
pressure tank inside the well house.
Well No. 4 is no longer in service. Well No. 5 was drilled to a depth of 300 feet and cased and
grouted to a depth of 50 feet. The yield is approximately 4 gpm. The water is pumped to a 120
gallon pressure tank.
Well No. 6 was drilled to a depth of 305 feet and cased and grouted to a depth of 50 feet. The
yield is approximately 18 gpm. Water is pumped to a 10,152 gallon hydropneumatic pump.
The effective storage capacity is 6,840 gallons. The design capacity for the system is limited to
112 connections.
2.2.2.9 Laurel Meadows Home
Laurel Meadows Home is a private community water system serving a nursing home. The
system consists of one well drilled to a depth of 302 feet. No other well construction information
was available, The yield is approximately 28 gpm. Chlorination is provided through a metering
pump and a 50 gallon tank.
Chlorinated water is delivered to a 11,460 gallon atmospheric type storage tank. Dual 80 gpm
centrifugal booster pumps deliver water to a 1,000 gallon hydropneumatic tank. ‘The system
contains a 35,000 gallon concrete fire storage tank. This tank is equipped with a low water alarm
and a 500 gpm vertical turbine pump. The potable water system and the fire system are
interconnected.
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The total effective storage capacity is 11,815 gallons.  The design capacity of the system is
19,600 gpd or 49 ERCs.
2.2.2.10 Olde Mill Golf Club
Olde Mill Golf Club is a private community water system.  The system consists of a one drilled
well.  The well was drilled to a depth of 405 feet and cased and grouted to a depth of 82 feet.
The yield is approximately 14 gpm.  The water system contains a polyphosphate feeder system.
Water is pumped by a 1.5 HP pump to a 100,000 gallon storage tank.
The system serves the golf clubhouse, restaurant, and residences near the facility.   The effective
storage capacity is 21,413 gallons.  The water system is permitted for a design capacity of 12,000
gpd or 30 ERCs.
2.2.2.11 Pinebrook Subdivision
Pinebrook Subdivision is a private community water system.  The system consists of one drilled
well.  The well was drilled to a depth of 405 feet and cased and grouted to a depth of 62 feet. The
yield is approximately 35 gpm. Water is delivered to the 12,500 gallon pressure tank located
outside the well house building.  From the pressure tank, water is delivered to the 2 inch and 4
inch PVC distribution system, which serves a 14 lot subdivision.
The system has a total storage capacity of 4,167 gallons.  The design capacity for the system is
8,333 gpd or 21 ERCs.
2.2.2.12 Sunrise Trailer Park
Sunrise Trailer Park is a privately owned water system.  The system consists of one drilled well.
The well was drilled to a depth of 200 feet and cased and grouted to a depth of 50 feet.  No yield
information was available.  A 0.5 HP submersible pump directs water into two 80 gallon
pressure tanks.  The design capacity for the system is limited to 15 existing service connections.
2.2.3 Grayson County
Many of the community water systems in Grayson County, both publicly and privately owned,
rely on groundwater.  Grayson County does not own or operate a public community water
system using groundwater; however, the towns of Troutdale and Independence own and operate
The total effective storage capacity is 11,815 gallons, The design capacity of the system is
19,600 gpd or 49 ERCs.
2.2.2.10 Olde Mill Golf Club
Olde Mill Golf Club is a private community water system, The system consists of a one drilled
well. The well was drilled to a depth of 405 feet and cased and grouted to a depth of 82 feet.
The yield is approximately 14 gpm. The water system contains a polyphosphate feeder system.
Water is pumped by a 1.5 HP pump to a 100,000 gallon storage tank.
The system serves the golf clubhouse, restaurant, and residences near the facility. The effective
storage capacity is 21,413 gallons, The water system is permitted for a design capacity of 12,000
gpd or 30 ERCs.
2.2.2.11 — Pinebrook Subdivision
Pinebrook Subdivision is a private community water system. The system consists of one drilled
well. The well was drilled to a depth of 405 feet and cased and grouted to a depth of 62 feet. The
yield is approximately 35 gpm. Water is delivered to the 12,500 gallon pressure tank located
outside the well house building. From the pressure tank, water is delivered to the 2 inch and 4
inch PVC distribution system, which serves a 14 lot subdivision.
The system has a total storage capacity of 4,167 gallons. The design capacity for the system is
8,333 gpd or 21 ERCs,
2.2.2.12 Sunrise Trailer Park
Sunrise Trailer Park is a privately owned water system. The system consists of one drilled well.
‘The well was drilled to a depth of 200 feet and cased and grouted to a depth of 50 feet. No yield
information was available. A 0.5 HP submersible pump directs water into two 80 gallon
pressure tanks, ‘The design capacity for the system is limited to 15 existing service connections.
2.2.3 Grayson County
Many of the community water systems in Grayson County, both publicly and privately owned,
rely on groundwater. Grayson County does not own or operate a public community water
system using groundwater; however, the towns of Troutdale and Independence own and operate
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public community water systems utilizing groundwater.  Private community water systems in
Grayson County include the following: Lawn Acres Trailer Park, Oak Hill Academy, and
Sunvalley Trailer Park.  Each is discussed below.
2.2.3.1 Town of Troutdale
The Town of Troutdale water system is a public community water system owned and operated
by the Town of Troutdale.  The system contains three drilled wells, an 84,450 gallon storage tank
and distribution system.  Well No. 1 (Ross Well) is a 6-inch well drilled to a depth of 405 feet
and cased and grouted to a depth of 61 feet.  The yield is approximately 7 gpm.  The well is
equipped with a submersible one HP pump rated at 7 gpm.
Well No. 2 (Westinghouse Well) is a 6-inch well drilled to a depth of 405 feet.  No other well
construction information was available.  The yield is approximately 7.5 gpm.  The well is
equipped with a 1.5 HP submersible pump with a pump capacity of 7.5 gpm.
Well No. 3 (Mr. Casuals Well) is a 6-inch well drilled to a depth of 205 feet and cased and
grouted to a depth of 45 feet.  The yield is approximately 28 gpm.  The well is equipped with a
10 HP submersible pump with a pump capacity of 31 gpm.  The well is being leased to the Town
of Troutdale by Rivers Casuals, Inc.
The design capacity for the water system is 34,000 gpd.
2.2.3.2 Town of Independence
The Town of Independence water system is a public community water system owned and
operated by the Town of Independence. The system contains seven drilled wells, four storage
tanks, and distribution lines.
The Parsons Well was drilled to a depth of 310 feet and cased to a depth of 53 feet.  The yield is
approximately 83 gpm.  The well is equipped with a 15 HP submersible pump.
The Kaiser-Roth Well was drilled to a depth of 290 feet and cased to a depth of 30 feet.  The
yield is approximately of 29 gpm.  The well uses a 2 HP submersible pump.
public community water systems utilizing groundwater. Private community water systems in
Grayson County include the following: Lawn Acres Trailer Park, Oak Hill Academy, and
Sunvalley Trailer Park. Each is discussed below.
2.2.3.1. Town of Troutdale
The Town of Troutdale water system is a public community water system owned and operated
by the Town of Troutdale. The system contains three drilled wells, an 84,450 gallon storage tank
and distribution system. Well No. 1 (Ross Well) is a 6-inch well drilled to a depth of 405 feet
and cased and grouted to a depth of 61 feet. The yield is approximately 7 gpm. The well is
equipped with a submersible one HP pump rated at 7 gpm.
Well No. 2 (Westinghouse Well) is a 6-inch well drilled to a depth of 405 feet, No other well
construction information was available. The yield is approximately 7.5 gpm. The well is
equipped with a 1.5 HP submersible pump with a pump capacity of 7.5 gpm.
Well No. 3 (Mr. Casuals Well) is a 6-inch well drilled to a depth of 205 feet and cased and
grouted to a depth of 45 feet. The yield is approximately 28 gpm. The well is equipped with a
10 HP submersible pump with a pump capacity of 31 gpm. ‘The well is being leased to the Town
of Troutdale by Rivers Casuals, Inc.
The design capacity for the water system is 34,000 gpd.
Town of Independence
The Town of Independence water system is a public community water system owned and
operated by the Town of Independence. The system contains seven drilled wells, four storage
tanks, and distribution lines.
The Parsons Well was drilled to a depth of 310 feet and cased to a depth of 53 feet. The yield is
approximately 83 gpm. The well is equipped with a 15 HP submersible pump.
The Kaiser-Roth Well was drilled to a depth of 290 feet and cased to a depth of 30 feet. The
yield is approximately of 29 gpm. The well uses a2 HP submersible pump.
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The Reeves Well was drilled to a depth of 405 feet and cased and grouted to a depth of 50 feet.
The Reeves well has an approximate yield of 85 gpm.
The Cassell Well was drilled to a depth of 355 feet and cased and grouted to a depth of 51 feet.
The yield is approximately 84 gpm.
The Jail Well was drilled to a depth of 145 feet and cased to a depth of 48 feet.  The yield is
approximately 40 gpm.  The well is equipped with a 40 gpm submersible pump is provided.
The Grayson Garment Well was drilled to a depth of 107 feet and cased to a depth of 43 feet.
The yield is approximately 50 gpm.  The well is equipped with an electronically driven jet pump
rated at 50 gpm.
The Hall Well was drilled to a depth of 136 feet and cased to a depth of 40 feet.  The yield of this
well is approximately 35 gpm. The Hall Well is equipped with a 35 gpm submersible pump.  The
well is manually controlled.
This water system has four storage tanks.  The Anvil tank is a 110,000 gallon concrete tank, with
a total effective volume of 148,057 gallons.  The Black Rock tank has an effective volume of
296,434 gallons.  The Town of Independence tank is an elevated steel tank that has a volume of
approximately 200,000 gallons.
The Town of Independence water system has a storage capacity of 7.55 MG.  The design
capacity of the seven wells is 406 gpm.  The Town has experienced problems with contamination
and reduced well yields.  Three of the seven wells are currently out of service.
The design capacity of this system is 230,000 gpd.
2.2.3.3 Lawn Acres Trailer Park
The Lawn Acres Trailer Park is a private community water system, which consists of one drilled
well and two hydropneumatic tanks.  The well was drilled to a depth of 136 feet.  No other well
construction or yield information was available.   A 5 HP submersible pump delivers water to
two 160 gallon hydropneumatic tanks.  The design capacity is limited to the 23 existing mobile
home connections.
The Reeves Well was drilled to a depth of 405 feet and cased and grouted to a depth of 50 feet.
The Reeves well has an approximate yield of 85 gpm.
The Cassell Well was drilled to a depth of 355 feet and cased and grouted to a depth of 51 feet.
‘The yield is approximately 84 gpm.
‘The Jail Well was drilled to a depth of 145 feet and cased to a depth of 48 feet. The yield is
approximately 40 gpm. The well is equipped with a 40 gpm submersible pump is provided.
‘The Grayson Garment Well was drilled to a depth of 107 feet and cased to a depth of 43 feet.
The yield is approximately 50 gpm. The well is equipped with an electronically driven jet pump
rated at 50 gpm.
The Hall Well was drilled to a depth of 136 feet and cased to a depth of 40 feet. The yield of this
well is approximately 35 gpm. The Hall Well is equipped with a 35 gpm submersible pump. The
well is manually controlled.
This water system has four storage tanks. The Anvil tank is a 110,000 gallon concrete tank, with
a total effective volume of 148,057 gallons. The Black Rock tank has an effective volume of
296,434 gallons. The Town of Independence tank is an elevated steel tank that has a volume of
approximately 200,000 gallons.
The Town of Independence water system has a storage capacity of 7.55 MG. The design
capacity of the seven wells is 406 gpm. The Town has experienced problems with contamination
and reduced well yields. Three of the seven wells are currently out of service.
The design capacity of this system is 230,000 gpd.
2.2.3.3. Lawn Acres Trailer Park
The Lawn Acres Trailer Park is a private community water system, which consists of one drilled
well and two hydropneumatic tanks. The well was drilled to a depth of 136 feet. No other well
construction or yield information was available. A 5 HP submersible pump delivers water to
two 160 gallon hydropneumatic tanks. The design capacity is limited to the 23 existing mobile
home connections.
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2.2.3.4 Sun Valley Trailer Park
The Sun Valley Trailer Park is a private community water system, which consists of single
drilled well.  No well construction or yield information was available.  A submersible pump of
unknown size directs water from the well into two 120 gallon pressure tanks.  The design
capacity is limited to the existing 29 connections.
2.2.3.5 Oak Hill Academy
The Oak Hill Academy water system is a private community water system. The system consists
of three drilled wells, a booster pump station, an atmospheric storage tank, and distribution lines.
Well No. 1 was drilled to a depth of 150 feet.  No other well construction information was
available.  The yield of the well is approximately 4.5 gpm.  Well No. 3 was drilled to a depth 705
feet and cased and grouted to a depth of 92 feet.  The yield is approximately 12 gpm.  Well No. 5
was drilled to a depth of 810 feet and cased and grouted to a depth of 51 feet.  The yield of the
well is approximately 10 gpm.
The chlorination system injects chlorine solution into the inlet line of the storage tank when the
wells are pumping.  All wells pump directly to the storage tank prior to the distribution system.
A 26,026 gallon steel tank is used for storage.  The booster pump station is equipped with two
parallel pumping systems.  Each system consists of two 115 gpm pumps arranged in series.  A
single booster pump operates at all times and is manually alternated by the operator.  The pumps
automatically shut off when the water level in the storage tank drops to within 3 feet of the tank
floor.
The design capacity of the system was not available.
2.2.4 Smyth County
There are three known public community water systems in Smyth County that rely on
groundwater.  Smyth County owns and operates the Hutton Branch water system and the
2.2.3.4 Sun Valley Trailer Park
The Sun Valley Trailer Park is a private community water system, which consists of single
drilled well. No well construction or yield information was available. A submersible pump of
unknown size directs water from the well into two 120 gallon pressure tanks. The design
capacity is limited to the existing 29 connections.
2.2.3.5 Oak Hill Academy
The Oak Hill Academy water system is a private community water system. The system consists
of three drilled wells, a booster pump station, an atmospheric storage tank, and distribution lines.
Well No. 1 was drilled to a depth of 150 feet. No other well construction information was
available, The yield of the well is approximately 4.5 gpm, Well No. 3 was drilled to a depth 705
feet and cased and grouted to a depth of 92 feet. The yield is approximately 12 gpm. Well No. 5
was drilled to a depth of 810 feet and cased and grouted to a depth of 51 feet. The yield of the
well is approximately 10 gpm.
The chlorination system injects chlorine solution into the inlet line of the storage tank when the
wells are pumping. All wells pump directly to the storage tank prior to the distribution system.
A 26,026 gallon steel tank is used for storage. The booster pump station is equipped with two
parallel pumping systems. Each system consists of two 115 gpm pumps arranged in series. A
single booster pump operates at all times and is manually alternated by the operator. The pumps
automatically shut off when the water level in the storage tank drops to within 3 feet of the tank
floor.
‘The design capacity of the system was not available.
2.2.4 Smyth County
There are three known public community water systems in Smyth County that rely on
groundwater. Smyth County owns and operates the Hutton Branch water system and the
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Watson‟s Gap water system.  In addition, the Town of Saltville owns and operates a public
community water system.
2.2.4.1 Hutton Branch
Hutton Branch is a public community water system owned and operated by Smyth County.  The
system consists of two drilled wells.  The Hutton Well is a 6 inch well drilled to a depth of 440
feet and cased to a depth of 100 feet.  The yield is approximately 186 gpm.  The well is equipped
with a 90 gpm pump.  The New Well is a 6-inch well drilled to a depth of 513 feet.  No other
well construction information was available.  The yield is approximately 81gpm.  The design
capacity of the system is 193,000 gpd.
2.2.4.2 Watson‟s Gap Water System
The Watson‟s Gap Water System is a public community water system owned and operated by
Smyth County.  The system consists of one well drilled to a depth of 380 feet and cased to a
depth of 51 feet.  The yield is approximately 364 gpm. The well is equipped with a 135 gpm
pump.  The design capacity of the system is 194,400 gpd.
2.2.4.3 Town of Saltville
The Town of Saltville water system is a public community water system owned and operated by
the Town.  The system consists of two drilled wells.  The Cardwell Town Well was drilled to a
depth of 900 feet.  No other well construction information was available.  The yield is
approximately 500 gpm.  The well is equipped with a 600 gpm pump.  Well No. 10 was drilled
to a depth of 1,050 feet.  No other well construction information was available.  The yield of the
well is approximately 220 gpm.  The well is equipped with a 220 gpm pump.  The design
capacity is 576,000 gpd.
2.2.5 Washington County
Washington County has one known community water system utilizing groundwater.  The
Mendota water system is a public community water system owned and operated by the WCSA
and is comprised of one drilled well.  The well was drilled to a depth of 620 feet and cased to a
depth of 129 feet.  The yield is approximately 26 gpm and a pump capacity of 26 gpm.  The
design capacity for the system is 19,600 gpd.
Watson’s Gap water system. In addition, the Town of Saltville owns and operates a public
community water system.
2.2.4.1 Hutton Branch
Hutton Branch is a public community water system owned and operated by Smyth County. The
system consists of two drilled wells. The Hutton Well is a 6 inch well drilled to a depth of 440
feet and cased to a depth of 100 feet. The yield is approximately 186 gpm. The well is equipped
with a 90 gpm pump. The New Well is a 6-inch well drilled to a depth of 513 feet, No other
well construction information was available. The yield is approximately 81gpm. The design
capacity of the system is 193,000 gpd.
2.2.4.2. Watson’s Gap Water System
The Watson’s Gap Water System is a public community water system owned and operated by
Smyth County. The system consists of one well drilled to a depth of 380 feet and cased to a
depth of 51 feet. The yield is approximately 364 gpm. The well is equipped with a 135 gpm
pump. The design capacity of the system is 194,400 gpd.
2.2.4.3 Town of Saltville
‘The Town of Saltville water system is a public community water system owned and operated by
the Town. The system consists of two drilled wells. The Cardwell Town Well was drilled to a
depth of 900 feet. No other well construction information was available. The yield is
approximately 500 gpm. The well is equipped with a 600 gpm pump. Well No. 10 was drilled
to a depth of 1,050 feet. No other well construction information was available. The yield of the
well is approximately 220 gpm. The well is equipped with a 220 gpm pump. The design
capacity is 576,000 gpd.
2.2.5 Washington County
Washington County has one known community water system utilizing groundwater. The
Mendota water system is a public community water system owned and operated by the WCSA
and is comprised of one drilled well. The well was drilled to a depth of 620 feet and cased to a
depth of 129 feet. The yield is approximately 26 gpm and a pump capacity of 26 gpm. The
design capacity for the system is 19,600 gpd.
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2.2.6 Wythe County
The Speedwell water system and the Ivanhoe/Max Meadows water system are the only public
community water systems in Wythe County utilizing a groundwater source.  Barren Springs
Subdivision is the only private community water system in Wythe County utilizing groundwater.
Each is discussed below.
2.2.6.1 Ivanhoe/Max Meadows
The Ivanhoe/Max Meadows is a public community water system owned and operated by Wythe
County.  Sources for this system include two wells in Max Meadows, two wells in Fort Chiswell,
and a small reservoir on Powder Mill Branch in Ivanhoe.  Each well is treated by chlorination.
Water is generally pumped south towards Ivanhoe through a series of pump stations and
hydropneumatic tanks; however, the system has the capability to pump north toward Fort
Chiswell if necessary.
The Max Meadows Well No. 1 was drilled to a depth of 220 feet and cased to a depth of 108
feet.  The well has an approximate yield and pump capacity of 50 gpm.  The Max Meadows Well
No. 2 was drilled to a depth of 325 feet and cased to a depth of 72 feet.  The well has an
approximate yield and pump capacity of 274 gpm.  These wells pump water into the distribution
system and to two storage tanks.  The east tank has the capacity of 200,000 gallons and the south
tank has the capacity of 40,000 gallons.
The Fort Chiswell Well No. 1 is a drilled well.  The well was drilled to a depth of 490 feet and
cased to a depth of 259 feet.  It has a yield of approximately 218 gpm and a pump capacity of
190 gpm.  Fort Chiswell Well No. 2 was drilled to a depth of 605 feet and cased to a depth of
287 feet.  The well has an approximate yield and pump capacity of 210 gpm.  These wells pump
water into the distribution system and to a 0.25 MG storage tank. The pump station in Fort
Chiswell is capable of pumping water from the Max Meadow area to this storage tank if needed.
From the Fort Chiswell area, water is pumped toward Ivanhoe through a series of pump stations
located in Felts, Piney and SlabTown.  Each of these pump stations consist of a 20,000 gallon
storage tank and a hydropneumatic tank to maintain pressure throughout the system.  These
2.2.6 Wythe County
The Speedwell water system and the Ivanhoe/Max Meadows water system are the only public
community water systems in Wythe County utilizing a groundwater source. Barren Springs
Subdivision is the only private community water system in Wythe County utilizing groundwater.
Each is discussed below.
2.2.6.1 Ivanhoe/Max Meadows
The Ivanhoe/Max Meadows is a public community water system owned and operated by Wythe
County. Sources for this system include two wells in Max Meadows, two wells in Fort Chiswell,
and a small reservoir on Powder Mill Branch in Ivanhoe, Each well is treated by chlorination.
Water is generally pumped south towards Ivanhoe through a series of pump stations and
hydropneumatic tanks; however, the system has the capability to pump north toward Fort
Chiswell if necessary.
The Max Meadows Well No. | was drilled to a depth of 220 feet and cased to a depth of 108
feet. The well has an approximate yield and pump capacity of 50 gpm. The Max Meadows Well
No. 2 was drilled to a depth of 325 feet and cased to a depth of 72 feet. The well has an
approximate yield and pump capacity of 274 gpm. These wells pump water into the distribution
system and to two storage tanks, The east tank has the capacity of 200,000 gallons and the south
tank has the capacity of 40,000 gallons,
The Fort Chiswell Well No. | isa drilled well. The well was drilled to a depth of 490 feet and
cased to a depth of 259 feet. It has a yield of approximately 218 gpm and a pump capacity of
190 gpm. Fort Chiswell Well No. 2 was drilled to a depth of 605 feet and cased to a depth of
287 feet. The well has an approximate yield and pump capacity of 210 gpm. These wells pump
water into the distribution system and to a 0.25 MG storage tank. The pump station in Fort
Chiswell is capable of pumping water from the Max Meadow area to this storage tank if needed.
From the Fort Chiswell area, water is pumped toward Ivanhoe through a series of pump stations
located in Felts, Piney and SlabTown. Each of these pump stations consist of a 20,000 gallon
storage tank and a hydropneumatic tank to maintain pressure throughout the system. These
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pump stations also have the capability to pump in the other direction toward Fort Chiswell if
needed.
A small reservoir on Powder Mill Branch is the water supply for the Ivanhoe WTP.  Water flows
by gravity from this impoundment to the WTP.  The WTP consists of chemical addition
facilities, a flocculation basin, a settling basin, and one high rate sand filter. After chlorination,
the treated water is pumped into an aboveground steel clearwell with a capacity of 80,000
gallons.  This WTP is not operated when the raw water is highly turbid.
The Ivanhoe WTP has a design capacity of 144,000 gpd and produces approximately 25,000
gpd.  On weekends and during holiday periods, the county does not operate the Ivanhoe WTP,
but utilizes the well systems in the Fort Chiswell area to supply the Ivanhoe community.
2.2.6.2 Speedwell
The Speedwell water system is a public community water system owned and operated by Wythe
County.  This system consists of two wells that serve approximately 165 customers.
Well No. 1 is a drilled well and no well construction information was available.  The yield is
approximately 77 gpm.  The water is chlorinated prior to entering the distribution system.  Well
No. 2 is a drilled well and no well construction information was available.  The yield is
approximately 51 gpm and produces water with high iron and manganese concentrations.
Treatment of this source includes chemical addition, green sand filtration, and chlorination.
Chlorine and potassium permanganate are added to oxidize the iron and manganese before the
water is filtered.  Two 3.5 foot diameter green sand filters remove the iron and manganese prior
to final chlorination.  Soda ash is added for pH adjustment, along with chlorine for disinfection.
Finished water is delivered to an 80,000 gallon storage tank, which is the lower service level
tank.
Adjacent to the 80,000 gallon tank is a booster station which pumps water to the higher service
level.  This zone has a total of 200,000 gallons of storage.  The two levels are connected and a
pressure reducing valve is used to equalize the two pressure levels.
The Speedwell system has a design capacity of 101,600 gpd or 254 ERCs.
pump stations also have the capability to pump in the other direction toward Fort Chiswell if
needed.
A small reservoir on Powder Mill Branch is the water supply for the Ivanhoe WTP. Water flows
by gravity from this impoundment to the WTP. The WTP consists of chemical addition
facilities, a flocculation basin, a settling basin, and one high rate sand filter. After chlorination,
the treated water is pumped into an aboveground steel clearwell with a capacity of 80,000
gallons, This WTP is not operated when the raw water is highly turbid,
The Ivanhoe WTP has a design capacity of 144,000 gpd and produces approximately 25,000
gpd. On weekends and during holiday periods, the county does not operate the Ivanhoe WTP,
but utilizes the well systems in the Fort Chiswell area to supply the Ivanhoe community.
2.2.6.2. Speedwell
The Speedwell water system is a public community water system owned and operated by Wythe
County. This system consists of two wells that serve approximately 165 customers.
Well No. 1 is a drilled well and no well construction information was available. The yield is
approximately 77 gpm. The water is chlorinated prior to entering the distribution system, Well
No. 2 is a drilled well and no well construction information was available. The yield is
approximately $1 gpm and produces water with high iron and manganese concentrations.
Treatment of this source includes chemical addition, green sand filtration, and chlorination.
Chlorine and potassium permanganate are added to oxidize the iron and manganese before the
water is filtered. Two 3.5 foot diameter green sand filters remove the iron and manganese prior
to final chlorination. Soda ash is added for pH adjustment, along with chlorine for disinfection.
Finished water is delivered to an 80,000 gallon storage tank, which is the lower service level
tank.
‘Adjacent to the 80,000 gallon tank is a booster station which pumps water to the higher service
level. This zone has a total of 200,000 gallons of storage. ‘The two levels are connected and a
pressure reducing valve is used to equalize the two pressure levels.
The Speedwell system has a design capacity of 101,600 gpd or 254 ERCs.
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2.2.6.3 Barren Springs Subdivision
The Barren Springs Subdivision is a private community water system owned and operated by the
Barren Springs Waterworks, Inc.  The system consists of five drilled wells.  No well construction
information was available for Well No. 1.  Well Nos. 2, 3, and 4 were drilled to depths of 485
feet, 300 feet, and 330 feet, repectively.  Well No. 5 was drilled to a depth of 510 feet and cased
to a depth of 129 feet.  No other well construction or yield information was available.  The
storage for the system consists of hydropneumatic tanks and storage tanks.  Since the well yields
are unknown and storage facilities are limited, the design capacity of the system is limited to the
existing 65 connections.
2.2.7 City of Galax
The City of Galax does not own or operate a community water system using groundwater.
2.2.8 City of Bristol
The City of Bristol does not own or operate a community water system using groundwater.
2.2.9 Scott County
2.2.9.1 Town of Nickelsville
Five wells - Well No. 1, No. 3, No. 4, No. 5, and No. 6
2.2.9.2 Town of Dungannon
Two wells - Wells No. 1 and No. 2
2.2.9.3 Town of Clinchport
Two wells - Wells No. 1 and No. 3
2.2.9.4 East Carters Valley (ECV) (Scott County PSA)
One well - Lynn Mar Well
2.2.6.3 Barren Springs Subdivision
The Barren Springs Subdivision is a private community water system owned and operated by the
Barren Springs Waterworks, Inc. The system consists of five drilled wells. No well construction
information was available for Well No. 1. Well Nos. 2, 3, and 4 were drilled to depths of 485
feet, 300 feet, and 330 feet, repectively. Well No. 5 was drilled to a depth of 510 feet and cased
to a depth of 129 feet. No other well construction or yield information was ayailable. The
storage for the system consists of hydropneumatic tanks and storage tanks. Since the well yields
are unknown and storage facilities are limited, the design capacity of the system is limited to the
existing 65 connections.
2.2.7 City of Galax
The City of Galax does not own or operate a community water system using groundwater.
2.2.8 City of Bristol
The City of Bristol does not own or operate a community water system using groundwater.
2.2.9 Scott County
2.2.9.1 Town of Nickelsville
Five wells - Well No. 1, No. 3, No. 4, No. 5, and No. 6
2.2.9.2. Town of Dungannon
¢ Two wells - Wells No. | and No. 2
2.2.9.3. Town of Clinchport
© Two wells - Wells No. 1 and No. 3
2.2.9.4 East Carters Valley (ECV) (Scott County PSA)
© One well - Lynn Mar Well
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2.2.10 Lee County
2.2.10.1 Harvest Baptist Childcare Ministries
One Well
2.2.10.2 Town of Jonesville
Wynn Spring
2.2.10.3 Lee County (Lee County PSA) –
Blue Spring
KVS Quarry
2.2.11 Wise County
2.2.11.1 Dunbar (Wise County PSA)
One Well
2.2.11.2 Town of Coeburn
Jenny Mine
2.2.11.3 Town of Wise
White Oak Mine Well
2.2.12 Russell County
2.2.12.1 Appalachian Detention Center
Two wells - Well No. 1 and No. 2
2.2.12.2 Green Valley (Russell County PSA)
Two wells - Well No. 27A and No. 30C
2.2.12.3 Town of Cleveland
Two wells - Kiser Well and Tank Hollow Falls Well
2.2.10 Lee County
2.2.0.1 Harvest Baptist Childcare Ministries
© One Well
2.2.10.2. Town of Jonesville
© Wynn Spring
2.2.10.3 Lee County (Lee County PSA) —
© Blue Spring
© KVS Quarry
2.2.11 Wise County
2.2.1.1 Dunbar (Wise County PSA)
© One Well
2.2.11.2 Town of Coeburn
© Jenny Mine
2.2.11.3 Town of Wise

White Oak Mine Well

2.2.12 Russell County
2.2.12.1 Appalachian Detention Center
Two wells - Well No. | and No. 2
2.2.12.2 Green Valley (Russell County PSA)
© Two wells - Well No. 27A and No. 30C
2.2.12.3 Town of Cleveland
« Two wells - Kiser Well and Tank Hollow Falls Well
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2.2.12.4 Town of Honaker
Four wells - Davis Well, Putnam Well, Joe Bill Well, and New
Garden Well
2.2.12.5 Mountain View Retirement Home
One Well
2.2.12.6 Wallace Manor
Three wells - Strouth Well No. 1, Strouth Well No. 2 and Purcell
Well
2.2.12.7 Russell County Water and Sewer Authority
Three wells - Crystal Well and Seven Springs Wells No. 1 and
No. 2
Three springs – Sargent Spring, White Spring, and Seven Springs
Lower Banner Mine Portal
2.2.13 Tazewell County
2.2.13.1 Barkay Estates
One well - Well No. 1
2.2.13.2 College Estates
One Well
2.2.13.3 Porter Farm Subdivision Water Association
Two wells - Hollyfield Well and Byrd Well
2.2.13.4 Claypool Hill (Tazewell County PSA)
Two wells - Taylor Well and Buskell Well
2.2.13.5 Town of Bluefield
2.2.12.4 Town of Honaker
Four wells - Davis Well, Putnam Well, Joe Bill Well, and New
Garden Well
2.2.12.5 Mountain View Retirement Home
© One Well
2.2.12.6 Wallace Manor
« Three wells - Strouth Well No. 1, Strouth Well No. 2 and Purcell
Well
2.2.12.7 Russell County Water and Sewer Authority
© Three wells - Crystal Well and Seven Springs Wells No. | and
No. 2

Three springs ~ Sargent Spring, White Spring, and Seven Springs

Lower Banner Mine Portal
Tazewell County
2.13.1 Barkay Estates
© One well - Well No. |
2.2.13.2 College Estates
© One Well
2.2.13.3 Porter Farm Subdivision Water Association
¢ Two wells - Holyfield Well and Byrd Well
2.2.13.4 Claypool Hill (Tazewell County PSA)

Two wells - Taylor Well and Buskell Well
2.2.13.5 Town of Bluefield

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Dill Springs
2.2.13.6 Town of Pocahontas
Big Spring (Abbs Creek)
2.3 Community Water Systems Using Surface Water Reservoirs
2.3.1 Bland County
There are no community water systems using surface water reservoirs within Bland County.
2.3.2 Carroll County
There are no community water systems using surface water reservoirs within Carroll County.
2.3.3 Grayson County
There are no community water systems using surface water reservoirs within Grayson County.
2.3.4 Smyth County
There are no community water systems using surface water reservoirs within Smyth County.
2.3.5 Washington County
There are no community water systems using surface water reservoirs within Washington
County.
2.3.6 Wythe County
The Ivanhoe/Max Meadows water system is a public community water system owned and
operated by Wythe County.  The Ivanhoe/Max Meadows water system utilizes a small reservoir
on Powder Mill Branch as well as groundwater.  The Ivanhoe/Max Meadows water system is
discussed in section 2.2.6.1.
2.3.7 City of Galax
The City of Galax does not own or operate a community water system using a surface water
reservoir.
© Dill Springs
2.2.13.6 Town of Pocahontas
© Big Spring (Abbs Creek)
2.3 Community Water Systems Using Surface Water Reservoirs
2.3.1. Bland County
There are no community water systems using surface water reservoirs within Bland County.
2.3.2 Carroll County
There are no community water systems using surface water reservoirs within Carroll County.
2.3.3 Grayson County
There are no community water systems using surface water reservoirs within Grayson County.
2.3.4 Smyth County
‘There are no community water systems using surface water reservoirs within Smyth County.
2.3.5 Washington County
There are no community water systems using surface water reservoirs within Washington
County.
2.3.6 Wythe County
The Ivanhoe/Max Meadows water system is a public community water system owned and
operated by Wythe County. ‘The Ivanhoe/Max Meadows water system utilizes a small reservoir
‘on Powder Mill Branch as well as groundwater. The Ivanhoe/Max Meadows water system is
discussed in section 2.2.6.1.
2.3.7 City of Galax
The City of Galax does not own or operate a community water system using a surface water
reservoir.
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2.3.8 City of Bristol
The City of Bristol water system is a community water system owned and operated by the Bristol
Virginia Utilities Board (BVUB).  The system consists of a conventional surface WTP, five
atmospheric storage tanks, and two booster pump stations.  The source of raw water is the South
Holston Lake.  There are three intakes on the lake at three different levels.  Dual vertical turbine
pumps, each rated at 7,000 gpm are used at this pump station.  A potassium permanganate feed
system is located in the lower level of the pump station and is added to the water as it leaves the
pump station as additional disinfection to the raw water to reduce the chlorine demand.
Water flows from the raw water pump station into the WTP.  As it enters the WTP, the water
goes into a flash mix basin, which has a volume of 3,016 gallons and allows for a detention time
of 26 seconds.  Caustic soda, chlorine, carbon, and coagulant are added to the water as it enters
the basin.
Two 684,375 gallon sedimentation basins receive the water from the flash mix basin.  These
sedimentation basins allow for an approximate 3.25 hour detention time when the WTP is
running at the design flow of 10 MGD.
The water then moves through dual media filters, consisting of silica sand and anthracite media,
at a rate of 4 gpm/ft².  After water moves through the filters, it goes into the 1.0 MG clearwell.
Before water reaches the clearwell, chlorine, fluoride, an orthophosphate based corrosion
inhibitor, and caustic soda are added.
Four high service pumps deliver the finished water from the clearwell to the distribution system.
Two of the pumps are rated at 3,500 gpm, one at 2,100 gpm, and one at 1,400 gpm.  Water is
delivered to two reinforced concrete tanks with approximate capacities of 1.0 MG and 2.1 MG.
From these tanks, booster stations deliver water into three smaller tanks.
The distribution system has a total combined storage of 5.76 MG.  The design capacity for the
BVUB community water system is 10 MGD or 25,000 ERCs.
2.3.8 City of Bristol
The City of Bristol water system is a community water system owned and operated by the Bristol
Virginia Utilities Board (BVUB). The system consists of a conventional surface WTP, five
atmospheric storage tanks, and two booster pump stations. The source of raw water is the South
Holston Lake. There are three intakes on the lake at three different levels. Dual vertical turbine
pumps, each rated at 7,000 gpm are used at this pump station, A potassium permanganate feed
system is located in the lower level of the pump station and is added to the water as it leaves the
pump station as additional disinfection to the raw water to reduce the chlorine demand.
Water flows from the raw water pump station into the WTP. As it enters the WTP, the water
goes into a flash mix basin, which has a volume of 3,016 gallons and allows for a detention time
of 26 seconds. Caustic soda, chlorine, carbon, and coagulant are added to the water as it enters
the basin.
Two 684,375 gallon sedimentation basins receive the water from the flash mix basin. These
sedimentation basins allow for an approximate 3.25 hour detention time when the WTP is
running at the design flow of 10 MGD.
The water then moves through dual media filters, consisting of silica sand and anthracite media,
at a rate of 4 gpm/f. After water moves through the filters, it goes into the 1.0 MG clearwell.
Before water reaches the clearwell, chlorine, fluoride, an orthophosphate based corrosion
inhibitor, and caustic soda are added.
Four high service pumps deliver the finished water from the clearwell to the distribution system.
Two of the pumps are rated at 3,500 gpm, one at 2,100 gpm, and one at 1,400 gpm. Water is
delivered to two reinforced concrete tanks with approximate capacities of 1.0 MG and 2.1 MG.
From these tanks, booster stations deliver water into three smaller tanks.
The distribution system has
total combined storage of 5.76 MG. The design capacity for the
BVUB community water system is 10 MGD or 25,000 ERCs.
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2.3.9 City of Norton
2.3.9.1 City of Norton
Upper and Lower Reservoirs
2.3.10 Wise County
2.3.10.1 Town of Appalachia
Ben‟s Branch Reservoir
2.3.10.2 Town of Big Stone Gap
Big Cherry Reservoir
2.3.10.3 Town of Wise
Wise Reservoir
2.3.10.4 Town of Pound
Pound Reservoir
2.3.11 Tazewell County
2.3.11.1 Greater Tazewell Regional WTP (Tazewell County PSA)
Lake Witten
Cox Reservoir
2.3.12 Dickenson County
2.3.12.1 John Flannagan Water Authority
John Flannagan Reservoir
2.4 Community Systems Using Stream Intakes
2.4.1 Bland County
2.3.9 City of Norton
2.3.9.1 City of Norton
© Upper and Lower Reservoirs
2.3.10 Wise County
2.3.10.1 Town of Appalachia

Ben’s Branch Reservoir

2.3.10.2 Town of Big Stone Gap
Big Cherry Reservoir
2.3.10.3 Town of Wise

Wise Reservoir

2.3.10.4 Town of Pound
© Pound Reservoir
2.3.11 Tazewell County
1,1 | Greater Tazewell Regional WTP (Tazewell County PSA)
© Lake Witten
© Cox Reservoir
2.3.12 Dickenson County
2.3.12.1 John Flannagan Water Authority
John Flannagan Reservoir
2.4 Community
Systems Using Stream Intakes
2.4.1 Bland County
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The BCSA does not own or operate a community water system using a stream intake; however
there is one private community water system in Bland County utilizing a steam intake for water
supply.  The Bland Correctional Center is owned and operated by the Virginia Department of
Corrections (VDOC).  The VDOC operates a conventional WTP at the facility that can treat up
to 360,000 gpd.  The source of raw water for the WTP is an intake on Kimberling Creek.
Storage consists of two 95,000 gallon tanks. The design capacity for the system is 360,000 gpd,
based on the treatment capacity.
2.4.2 Carroll County
The CCPSA does not own or operate a community water system using a stream intake; however,
the Town of Hillsville owns and operates a community water system using a stream intake.
2.4.2.1 Town of Hillsville
The Town of Hillsville water system consists of a WTP, a 482,704 gallon storage tank, a 643,485
gallon storage tank, a 100 gpm booster pump station, and distribution system.  The source of raw
water for the WTP water system is an intake on Little Reed Island Creek.  A raw water pump
station equipped with two vertical turbine 420 gpm pumps sends water to the WTP through an 8-
inch main.
Raw water flows into a flash mix basin upon entering the WTP.  Soda ash, chlorine, alum,
carbon, and fluoride are added to the raw water.  The flash mix basin has a volume of 396
gallons.
After leaving the flash mix basin, water enters three flocculation basins, each with a volume of
4,172 gallons.  Two sedimentation basins follow, providing a combined volume of 111,810
gallons.  Each basin is equipped with a 14.5 ft weir.  Water is filtered through two rapid rate sand
filters with a combined capacity of 427 gpm at 2 gpm/ft².  Filter media consists of anthracite,
torpedo sand, sand, and support gravel.  Filtered water is stored in a 44,400 gallon clearwell.
Dual 417 gpm vertical turbine pumps send water through an 8-inch diameter finished waterline
to the distribution system.
The BCSA does not own or operate a community water system using a stream intake; however
there is one private community water system in Bland County utilizing a steam intake for water
supply. The Bland Correctional Center is owned and operated by the Virginia Department of
Corrections (VDOC). The VDOC operates a conventional WTP at the facility that can treat up
to 360,000 gpd. The source of raw water for the WTP is an intake on Kimberling Creek.
Storage consists of two 95,000 gallon tanks. The design capacity for the system is 360,000 gpd,
based on the treatment capacity.
2.4.2. Carroll County
The CCPSA does not own or operate a community water system using a stream intake; however,
the Town of Hillsville owns and operates a community water system using a stream intake.
2.4.2.1 Town of Hillsville
The Town of Hillsville water system consists of a WTP, a 482,704 gallon storage tank, a 643,485
gallon storage tank, a 100 gpm booster pump station, and distribution system. The source of raw
water for the WTP water system is an intake on Little Reed Island Creek. A raw water pump
station equipped with two vertical turbine 420 gpm pumps sends water to the WTP through an 8-
inch main.
Raw water flows into a flash mix basin upon entering the WTP. Soda ash, chlorine, alum,
carbon, and fluoride are added to the raw water. The flash mix basin has a volume of 396
gallons.
After leaving the flash mix basin, water enters three flocculation basins, each with a volume of
4,172 gallons. Two sedimentation basins follow, providing a combined volume of 111,810
gallons. Each basin is equipped with a 14.5 ft weir. Water is filtered through two rapid rate sand
filters with a combined capacity of 427 gpm at 2 gpmv/f. Filter media consists of anthracite,
torpedo sand, sand, and support gravel. Filtered water is stored in a 44,400 gallon clearwell.
Dual 417 gpm vertical turbine pumps send water through an 8-inch diameter finished waterline
to the distribution system.
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The Motley Hill booster pump station is equipped with two 100 gpm centrifugal pumps.  The
station also includes a 2,500 gallon hydropneumatic tank, a low pressure cut-off switch, and an
alarm light on the exterior of the station to inform local residences of a pump station failure.
Water is stored in two atmospheric-type welded steel water tanks.  The Motley Hill tank has an
effective storage volume of 190,541 gallons.  The Route 780 tank has an effective permitted
storage volume of 216,940 gallons.
The Town of Hillsville provides bulk water sales to the CCPSA for its Industrial Park system and
the Carroll County system on an as needed basis.  The design capacity of the system is 600,000
gpd.
2.4.3 Grayson County
Grayson County does not own or operate a community water system using a stream intake;
however, the Town of Fries owns a community water system using a stream intake.
2.4.3.1 Town of Fries
The Town of Fries water community water system consists of a conventional surface WTP and a
ground storage reservoir.  Raw water for the system originates from Eagle Bottom Creek.  Water
flows by gravity into an intake structure approximately 200 yards north of the WTP.  Upon
entering the WTP, the raw water is treated with alum, carbon, soda ash, fluoride and chlorine.
Alum, carbon, and soda ash are applied to the water by volumetric chemical feeders.
Chlorination is provided by duplicated V-notch type chlorinators in combination with 150 pound
chlorine cylinders.  Fluoride is fed into the water by a fluoride saturator and solution pump paced
off the raw water flow meter.
After these chemicals are added, the water enters a baffled flocculation chamber, with a volume
of 6,799 gallons.  At the design flow rate of 200 gpm, this chamber provides 34 minutes of
detention time.  Following flocculation, the water enters two rectangular sedimentation basins.
At the design flow of 200 gpm, the sedimentation basins provide approximately 10 hours of
detention time.  After existing the sedimentation basins, water flows into two 100 gpm rated
circular filters, with a maximum filtration rate of 2 gpm/ft² each filter.  Once filtration is
The Motley Hill booster pump station is equipped with two 100 gpm centrifugal pumps. The
station also includes a 2,500 gallon hydropneumatic tank, a low pressure cut-off switch, and an
alarm light on the exterior of the station to inform local residences of a pump station failure.
Water is stored in two atmospheric-type welded steel water tanks. The Motley Hill tank has an
effective storage volume of 190,541 gallons. ‘The Route 780 tank has an effective permitted
storage volume of 216,940 gallons.
The Town of Hillsville provides bulk water sales to the CCPSA for its Industrial Park system and
the Carroll County system on an as needed basis. The design capacity of the system is 600,000
gpd.
2.4.3 Grayson County
Grayson County does not own or operate a community water system using a stream intake;
however, the Town of Fries owns a community water system using a stream intake.
2.4.3.1 Town of Fries
‘The Town of Fries water community water system consists of a conventional surface WTP and a
ground storage reservoir. Raw water for the system originates from Eagle Bottom Creek. Water
flows by gravity into an intake structure approximately 200 yards north of the WTP. Upon
entering the WTP, the raw water is treated with alum, carbon, soda ash, fluoride and chlorine.
Alum, carbon, and soda ash are applied to the water by volumetric chemical feeders.
Chlorination is provided by duplicated V-notch type chlorinators in combination with 150 pound
chlorine cylinders. Fluoride is fed into the water by a fluoride saturator and solution pump paced
off the raw water flow meter.
After these chemicals are added, the water enters a baffled flocculation chamber, with a volume
of 6,799 gallons, At the design flow rate of 200 gpm, this chamber provides 34 minutes of
detention time. Following flocculation, the water enters two rectangular sedimentation basins.
At the design flow of 200 gpm, the sedimentation basins provide approximately 10 hours of
detention time. After existing the sedimentation basins, water flows into two 100 gpm rated
circular filters, with a maximum filtration rate of 2 gpm/ft? each filter. Once filtration is
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complete, the water is chlorinated before entering the covered clearwell, with a total volume of
53,407 gallons, located adjacent to the WTP.
Overflow from the distribution system is delivered to a steel ground tank, with an effective
volume of 218,542 gallons, located north of town.  This water system has a design capacity of
288,000 gpd.
2.4.4 Smyth County
There are two community water systems utilizing stream intakes as well as three community
water systems utilizing springs in Smyth County.  The Town of Marion and the Thomas Bridge
Water Corporation use water from stream intakes and the Chilhowie/WCSA Regional WTP, the
Town of Chilhowie and the Rye Valley Water Authority use spring water as a water source.
2.4.4.1 Town of Marion
The Town of Marion water system is a public community water system owned and operated by
the Town of Marion.  The source of raw water is the Middle Fork of Holston River.  The design
capacity of the system is 3.0 MGD based on the WTP capacity.  No other information regarding
the operations of the Town of Marion water system was available.
2.4.4.2 Thomas Bridge Water Corporation
The Thomas Bridge Water Corporation (TBWC) is a private community water system.  The
TBWC owns and operates a WTP.  The raw water source for the WTP is the South Fork of the
Holston River and Taylor Spring.  Water from Taylor Spring is directed into a spring water
holding pond adjacent to the raw water intakes on the river.  The water in the pond is then
directed into the river intake wet well.  Water is pumped from this wet well to the WTP by two
vertical turbine type pumps, each rated at 1,400 gpm.
As the water enters the WTP, it is injected with one or more of the following: chlorine, polymer,
carbon, alum, fluoride, clay, and caustic soda before passing into the in-line static mixer.
From the static mixer, water flows into two dual upflow solids contact basins.  The flocculation
and mixing zone of each basin provide a 31 minute detention time at the design flow of 700 gpm.
The upflow rate through each basin is 0.91 gpm/ft².
complete, the water is chlorinated before entering the covered clearwell, with a total volume of
53,407 gallons, located adjacent to the WTP.
Overflow from the distribution system is delivered to a steel ground tank, with an effective
volume of 218,542 gallons, located north of town, This water system has a design capacity of
288,000 gpd.
2.4.4 Smyth County
There are two community water systems utilizing stream intakes as well as three community
water systems utilizing springs in Smyth County. The Town of Marion and the Thomas Bridge
Water Corporation use water from stream intakes and the Chilhowie/WCSA Regional WTP, the
Town of Chilhowie and the Rye Valley Water Authority use spring water as a water source.
2.4.4.1. Town of Marion
The Town of Marion water system is a public community water system owned and operated by
the Town of Marion. The source of raw water is the Middle Fork of Holston River. The design
capacity of the system is 3.0 MGD based on the WTP capacity. No other information regarding
the operations of the Town of Marion water system was available.
2.4.4.2 Thomas Bridge Water Corporation
The Thomas Bridge Water Corporation (TBWC) is a private community water system. The
TBWC owns and operates a WTP. The raw water source for the WTP is the South Fork of the
Holston River and Taylor Spring. Water from Taylor Spring is directed into a spring water
holding pond adjacent to the raw water intakes on the river. The water in the pond is then
directed into the river intake wet well. Water is pumped from this wet well to the WTP by two
vertical turbine type pumps, each rated at 1,400 gpm.
As the water enters the WTP, it is injected with one or more of the following: chlorine, polymer,
carbon, alum, fluoride, clay, and caustic soda before passing into the in-line static mixer.
From the static mixer, water flows into two dual upflow solids contact basins. The flocculation
and mixing zone of each basin provide a 31 minute detention time at the design flow of 700 gpm.
The upflow rate through each basin is 0.91 gpm/ft.
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Water flows from the basins to two multimedia type filters.  Each filter has a surface area of
349.25 ft² with a filtration rate is 2 gpm/ft².  The filter media consists of anthracite, silica sand,
and garnet.
After filtration, chlorine, fluoride, caustic soda, and sodium hexametaphosphate are injected into
the waterline going to the clearwell.  The clearwell is a welded steel tank, with an effective
storage of 63,448 gallons.
Three high service pumps, each rated at 720 gpm, deliver water into the distribution system.  The
distribution system consists of three storage tanks and one booster station.  The three storage
tanks are welded steel tanks, two 142,000 gallon tanks and one 42,000 gallon tank.
The design capacity for the system is 792,000 gpd or 1,982 ERCs.
2.4.4.3 Chilhowie/WCSA Regional WTP
The Chilhowie/WCSA Regional WTP is a public regional WTP owned and operated by the
Washington County Service Authority (WCSA) and the Town of Chilhowie.  The raw water
sources for the WTP are two springs: Coles Spring and Millcreek Spring.  Water from Coles
Spring is used by the WCSA while water from Millcreek Spring is used by the Town of
Chilhowie.  The Town of Chilhowie is allotted 1.4 MGD of the 2.5 MGD permitted capacity.
No other information regarding the operations of the WTP was available.
2.4.4.4 Rye Valley Water Authority
The Rye Valley Water Authority (RVWA) is a private community water system owned and
operated by the RVWA.  The system consists of four springs.  No other information regarding
the operations of the system was available.
2.4.4.5 Town of Chilhowie
The Town of Chilhowie water system is a public community water system owned and operated
by the Town.  The system consists of two springs, the Jones Spring and the Widener Spring.  The
design capacity of the system is 1.4 MGD.  No other information regarding the operations of the
system was available.
Water flows from the basins to two multimedia type filters. Each filter has a surface area of
349.25 fi? with a filtration rate is 2 gpm/ft®. The filter media consists of anthracite, silica sand,
and garnet.
After filtration, chlorine, fluoride, caustic soda, and sodium hexametaphosphate are injected into
the waterline going to the clearwell. The clearwell is a welded steel tank, with an effective
storage of 63,448 gallons
Three high service pumps, each rated at 720 gpm, deliver water into the distribution system. The
distribution system consists of three storage tanks and one booster station. The three storage
tanks are welded steel tanks, two 142,000 gallon tanks and one 42,000 gallon tank.
The design capacity for the system is 792,000 gpd or 1,982 ERCs.
2.4.4.3 Chilhowie/WCSA Regional WTP
The Chilhowie/WCSA Regional WTP is a public regional WTP owned and operated by the
Washington County Service Authority (WCSA) and the Town of Chilhowie. The raw water
sources for the WTP are two springs: Coles Spring and Millcreek Spring. Water from Coles
Spring is used by the WCSA while water from Millcreek Spring is used by the Town of
Chilhowie. The Town of Chilhowie is allotted 1.4 MGD of the 2.5 MGD permitted capacity.
No other information regarding the operations of the WTP was available.
2.4.4.4 Rye Valley Water Authority
‘The Rye Valley Water Authority (RVWA) is a private community water system owned and
operated by the RVWA. The system consists of four springs. No other information regarding
the operations of the system was available.
2.4.4.5 Town of Chilhowie
The Town of Chilhowie water system is a public community water system owned and operated
by the Town. The system consists of two springs, the Jones Spring and the Widener Spring. The
design capacity of the system is 1.4 MGD. No other information regarding the operations of the
system was available.
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2.4.5 Washington County
The WCSA owns and operates a public community water system using a stream intake.  The
source of the raw water for the WTP comes from the Middle Fork of the Holston River.  The
design capacity for the WTP is 4.6 MGD.  The intake for the pump station includes five wide
openings allowing water from the river to flow into the wet well.  Water is pumped to the WTP
by three vertical turbine pumps, each rated at 2,083 gpm.
Raw water is pumped into the two flash mix basins of the WTP.  Fluoride and caustic soda are
added to the raw water line before entering the mix basin.  Liquid coagulant, polymer and carbon
are fed directly into the flash mix basin.  Chlorine gas is added to both the raw water in the flash
mix basin and the finished water from one ton cylinders.  Each of the two flash mix basins
provide a detention time of 28 seconds at the design flow rate.
Flow from the flash mix basins is delivered to three flocculation basins arranged to either operate
in series or parallel.  The combined detention time throughout all flocculation basins is 27
minutes at the design flow.
Water flows from the flocculation basins to three sedimentation basins, with a total volume of
1.2 MG.  The detention time provided by the sedimentation basins is 6.1 hours at the design flow
rate.
The water then flows into the three dual media filters, each rated at 4gpm/ ft².  The filters
comprise gravel, sand, and anthracite.  The total surface area of the filter is 804 ft².  Filtered
water is delivered to the 0.158 MG clearwell.  Three vertical turbine pumps, rated at 1,600 gpm,
deliver water to the distribution system.  Any two pumps running simultaneously will provide
the minimum water treatment design flow of 4.6 MGD.
In addition to the intake on the Middle Fork of the Holston River, Reservation Spring is used as a
raw water source.  The water is disinfected and fluorinated at the source.  From the chlorination-
fluorination station, the water flows by gravity to the distribution system.  The overflow water is
sent to the WTP wash water tank used to backwash the dual media filters.  The average flow
from the spring is approximately 0.908 MGD.
2.4.5 Washington County
The WCSA owns and operates a public community water system using a stream intake. The
source of the raw water for the WTP comes from the Middle Fork of the Holston River. The
design capacity for the WTP is 4.6 MGD. The intake for the pump station includes five wide
‘openings allowing water from the river to flow into the wet well. Water is pumped to the WTP
by three vertical turbine pumps, each rated at 2,083 gpm.
Raw water is pumped into the two flash mix basins of the WTP. Fluoride and caustic soda are
added to the raw water line before entering the mix basin. Liquid coagulant, polymer and carbon
are fed directly into the flash mix basin. Chlorine gas is added to both the raw water in the flash
mix basin and the finished water from one ton cylinders. Each of the two flash mix basins
provide a detention time of 28 seconds at the design flow rate,
Flow from the flash mix basins is delivered to three flocculation basins arranged to either operate
in series or parallel. The combined detention time throughout all flocculation basins is 27
minutes at the design flow.
Water flows from the flocculation basins to three sedimentation basins, with a total volume of
1.2 MG. The detention time provided by the sedimentation basins is 6.1 hours at the design flow
rate.
‘The water then flows into the three dual media filters, each rated at 4gpm/ ft. The filters
comprise gravel, sand, and anthracite. The total surface area of the filter is 804 ft, Filtered
water is delivered to the 0.158 MG clearwell. Three vertical turbine pumps, rated at 1,600 gpm,
deliver water to the distribution system. Any two pumps running simultaneously will provide
the minimum water treatment design flow of 4.6 MGD.
In addition to the intake on the Middle Fork of the Holston River, Reservation Spring is used as a
raw water source. The water is disinfected and fluorinated at the source. From the chlorination-
fluorination station, the water flows by gravity to the distribution system. ‘The overflow water is
sent to the WTP wash water tank used to backwash the dual media filters. The average flow
from the spring is approximately 0.908 MGD
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The system is also fed by the Chilhowie/WCSA Regional WTP.  The WTP is owned and
operated by the Town of Chilhowie and the WCSA.  The WTP utilizes by two springs as a raw
water source: Coles Spring and Millcreek Spring.  Water from Coles Spring is used by the
WCSA while water from Millcreek Spring is used by the Town of Chilhowie.  The WCSA is
allocated 1.1 MGD of the 2.5 MGD permitted capacity.  Water flows into the WCSA distribution
system through one metered point.
The WCSA distribution system comprise 14 major booster pump stations, 9 small in-line booster
pump stations, and 18 large storage tanks.  The 18 storage tanks have a total combined storage of
9.13 MG.
The design capacity for the entire system is limited to 6.523 MGD plus a portion of the capacity
of the BVUB water system capacity.
2.4.6 Wythe County
There are three public community water systems utilizing a stream intake in Wythe County and
one public community water system utilizing a spring.
2.4.6.1 Austinville
The Austinville water system is a public community water system owned and operated by Wythe
County.  The system has a permitted capacity of 216,000 gpd.  Raw water is obtained from the
New River through an intake west of the Route 636 Bridge.  This intake has series of inlet
screens.  Within the intake, there are four centrifugal pumps, each rated at 180 gpm, that pump
the raw water to the WTP.
A 52,800 gallon circular basin is used to provide pre-settling prior to treatment.  Water levels in
this basin control the raw water pump operation at the river.  A horizontal centrifugal booster
pump is used to pump raw water from the pre-settling basin to the flocculation and settling units.
Flash mix flocculation and sedimentation are achieved in one circular basin.  This basin uses
slotted baffles to achieve rapid mix and flocculation mixing.  Alum and soda ash are added at the
head of this unit.  A spiraling baffle system within the circular tank provides the sedimentation
The system is also fed by the Chilhowie/WCSA Regional WTP. The WTP is owned and
operated by the Town of Chilhowie and the WCSA. The WTP utilizes by two springs as a raw
water source: Coles Spring and Millcreek Spring. Water from Coles Spring is used by the
WCSA while water from Millereek Spring is used by the Town of Chilhowie. The WCSA is
allocated 1.1 MGD of the 2.5 MGD permitted capacity. Water flows into the WCSA distribution
system through one metered point.
The WCSA distribution system comprise 14 major booster pump stations, 9 small in-line booster
pump stations, and 18 large storage tanks. The 18 storage tanks have a total combined storage of
9.13 MG.
‘The design capacity for the entire system is limited to 6.523 MGD plus a portion of the capacity
of the BVUB water system capacity.
2.4.6 Wythe County
‘There are three public community water systems utilizing a stream intake in Wythe County and
one public community water system utilizing a spring.
2.4.6.1 Austinville
The Austinville water system is a public community water system owned and operated by Wythe
County. The system has a permitted capacity of 216,000 gpd. Raw water is obtained from the
New River through an intake west of the Route 636 Bridge. This intake has series of inlet
screens. Within the intake, there are four centrifugal pumps, each rated at 180 gpm, that pump
the raw water to the WTP.
A 52,800 gallon circular basin is used to provide pre-settling prior to treatment. Water levels in
this basin control the raw water pump operation at the river. A horizontal centrifugal booster
pump is used to pump raw water from the pre-settling basin to the flocculation and settling units.
Flash mix flocculation and sedimentation are achieved in one circular basin. This basin uses
slotted baffles to achieve rapid mix and flocculation mixing. Alum and soda ash are added at the
head of this unit. A spiraling baffle system within the circular tank provides the sedimentation
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surface area and loading rate necessary to provide adequate separation.  Water from the settling
basin flows by gravity to a 10 foot diameter sand filter housed in a steel enclosure.
A clearwell, with a capacity of approximately 11,800 gallons, is located beneath the WTP.
Chlorine is added at the rapid mix basin and also in the clearwell using two cylinder mounted
chlorinators.
Treated water from this facility is pumped to a 100,000 gallon standpipe adjacent to the WTP.
This is the main storage facility for the system.  A second tank with a capacity of 10,000 gallons
is located farther to the east.
The design capacity for the system is 216 gpd.
2.4.6.2 New River Regional Water Authority
The New River Regional Water Authority (NRRWA) is a public community water system
owned by the Town of Wytheville, Wythe County, and CCPSA.  The water system consists of an
intake on the New River, a raw water line, a conventional WTP, and a finished waterline.  The
30 year 1 day low flow (1Q30) for the New River at the intake is 214 cubic feet per second (cfs)
or 138 MGD.
The intake includes three intake screen assemblies deliver raw water to the raw water intake wet
well.  The wet well is equipped with two submersible pumps each rated at 2800 gpm at 226
TDH.  The raw water pumps are operated manually onsite or from the WTP.
Raw water enters the WTP and is sampled for turbidity and pH using inline monitoring
equipment.  The 30 inch raw water line splits into two 12-inch waterlines.  Each waterline
supplies a pre-filtration treatment train which includes raw water flow metering, static mixing,
flocculation, and sedimentation.  Each pre-filtration treatment train is designed for a 2.0 MGD
flow rate.
Water is filtered using three dual media, gravity flow, high rate filters with a maximum filtration
rate of 4 gpm/ft
2
.  Filter media consists of anthracite, silica sand, and support media.  Post-
filtration chlorination, pH adjustment and chemical corrosion inhibitor are fed into the filter
effluent to the chlorine contact tank.  A concrete clearwell is located adjacent to the chlorine
surface area and loading rate necessary to provide adequate separation, Water from the settling
basin flows by gravity to a 10 foot diameter sand filter housed in a steel enclosure.
A clearwell, with a capacity of approximately 11,800 gallons, is located beneath the WTP.
Chlorine is added at the rapid mix basin and also in the clearwell using two cylinder mounted
chlorinators.
Treated water from this facility is pumped to a 100,000 gallon standpipe adjacent to the WTP,
This is the main storage facility for the system. A second tank with a capacity of 10,000 gallons
is located farther to the east.
The design capacity for the system is 216 gpd.
2.4.6.2. New River Regional Water Authority
The New River Regional Water Authority (NRRWA) is a public community water system
owned by the Town of Wytheville, Wythe County, and CCPSA. The water system consists of an
intake on the New River, a raw water line, a conventional WTP, and a finished waterline. The
30 year I day low flow (1Q30) for the New River at the intake is 214 cubic feet per second (cfs)
or 138 MGD.
The intake includes three intake screen assemblies deliver raw water to the raw water intake wet
well. The wet well is equipped with two submersible pumps each rated at 2800 gpm at 226
TDH. The raw water pumps are operated manually onsite or from the WTP.
Raw water enters the WTP and is sampled for turbidity and pH using inline monitoring
equipment. The 30-inch raw water line splits into two 12-inch waterlines. Each waterline
supplies a pre-filtration treatment train which includes raw water flow metering, static mixing,
flocculation, and sedimentation. Each pre-filtration treatment train is designed for a 2.0 MGD
flow rate.
Water is filtered using three dual media, gravity flow, high rate filters with a maximum filtration
rate of 4 gpm/fi’. Filter media consists of anthracite, silica sand, and support media. Post-
filtration chlorination, pH adjustment and chemical corrosion inhibitor are fed into the filter
effluent to the chlorine contact tank, A concrete clearwell is located adjacent to the chlorine
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contact tank.  The chlorine contact tank and clearwell are each equipped with a single vertical
turbine high service pump and vertical turbine backwash pump.
A finished water line sends water to the north side of the New River.  Two master meters vaults
are used to tie into the existing Austinville water system and the CCPSA.
A series of programmable logic controllers and SCADA systems are provided to control,
monitor, and record various operations at the intake, WTP, and the distribution system.
DEQ has issued a Virginia Water Protection Permit to withdraw 4.0 MGD up to a maximum of
10.0 MGD from the intake.  The design capacity of the system is 4.0 MGD based on limited
intake pump capacity.
2.4.6.3 Town of Wytheville
The Town of Wytheville owns and operates a public community water system utilizing a stream
intake.  Raw water is obtained from Reed Creek.  The Town is permitted to withdraw up to 4.0
MGD from this source.
A coarse bar screen protects the inlet to the raw water pump station.  A vertical traveling water
screen located at the raw water pump station prevents smaller objects and fish from entering the
raw water wet well.  Two 20 HP raw water pumps rated at 2,800 gpm send the raw water to the
flash mix basin.
The flash mix basin has a volume of approximately 690 gallons.  Chlorine and fluoride are added
to the raw water line prior to entering the flash mix basin.  Liquid alum is added near the eye of
the mixer.  In the fall season, carbon is added to control taste and odor problems.  During the
winter season, polymers are added to improve the coagulation/flocculation process.
Water leaving the flash mix basin passes through three basin flocculation chambers.  Piping and
gates are provided so that the flocculation basins can be operated either in parallel or in series.
Typically, the Town operates these units in series reducing the mixing intensity as water
proceeds through the basins.  Each of the three flocculation basins has a volume of 19,060
gallons, which provides a total detention time of 20 minutes at the 4.0 MGD treatment rate.  The
flocculators have 1 HP motors and variable speed controls to adjust the mixing intensities.
contact tank, The chlorine contact tank and clearwell are each equipped with a single vertical
turbine high service pump and vertical turbine backwash pump.
A finished water line sends water to the north side of the New River. Two master meters vaults
are used to tie into the existing Austinville water system and the CCPSA.
A series of programmable logic controllers and SCADA systems are provided to control,
monitor, and record various operations at the intake, WTP, and the distribution system
DEQ has issued a Virginia Water Protection Permit to withdraw 4.0 MGD up to a maximum of
10.0 MGD from the intake. The design capacity of the system is 4.0 MGD based on limited
intake pump capacity.
2.4.6.3 Town of Wytheville
The Town of Wytheville owns and operates a public community water system utilizing a stream
intake. Raw water is obtained from Reed Creek. The Town is permitted to withdraw up to 4.0
MGD from this source.
A coarse bar screen protects the inlet to the raw water pump station, A vertical traveling water
sereen located at the raw water pump station prevents smaller objects and fish from entering the
raw water wet well. Two 20 HP raw water pumps rated at 2,800 gpm send the raw water to the
flash mix basin.
The flash mix basin has a volume of approximately 690 gallons. Chlorine and fluoride are added
to the raw water line prior to entering the flash mix basin. Liquid alum is added near the eye of
the mixer. In the fall season, carbon is added to control taste and odor problems. During the
winter season, polymers are added to improve the coagulation/flocculation process.
Water leaving the flash mix basin passes through three basin flocculation chambers. Piping and
gates are provided so that the flocculation basins can be operated either in parallel or in series.
Typically, the Town operates these units in series reducing the mixing intensity as water
proceeds through the basins. Each of the three flocculation basins has a volume of 19,060
gallons, which provides a total detention time of 20 minutes at the 4.0 MGD treatment rate. The
flocculators have | HP motors and variable speed controls to adjust the mixing intensities.
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The water then passes to a two stage sedimentation basin.  Water passes into one of two
sedimentation compartments, each with a capacity of 178,700 gallons.  These units provide a
detention time of 1.82 hours at the 4.0 MGD treatment rate.  Water is then conveyed through two
channels to a second series of sedimentation units which provide an additional two hours of
detention time.  These units have a capacity of approximately 333,000 gallons.
The water is then treated in one of four high rate rapid sand filters.  Each filter has a surface area
of 180 square feet and has an approved loading rate of 4.0 gpm/ft².  The Town has the capability
of feeding carbon, chlorine and polymers to the filter influent line when additional chemicals are
required.
Filtered water is stored in a 68,000 gallon clearwell where chlorine is added for disinfection.
The Town has four finished water pumps that transport the treated water from the clearwell to
the distribution system and storage tanks.
Two lagoons are used to contain backwash and solids residue from the filter backwash and
sedimentation basin cleaning processes.  Solids are removed from the lagoons and transported to
the wastewater treatment plant for dewatering.
Treated water is pumped to the Town‟s distribution network.  The Town of Wytheville has three
storage tanks with a combined capacity of approximately 4.0 MG.
The design capacity for the water system is 4.0 MGD.
2.4.6.4 Town of Rural Retreat
The Town of Rural Retreat water system is a public community water system owned and
operated by the Town.  The system consists of one spring, the Phillippi Spring.  There is also an
existing well located near the Phillippi spring.  Staley spring is not longer being used as a raw
water source.
The spring is disinfected by chlorination and fluoride is added at each source. The Town is
currently in the process of adding a membrane filtration system at the Phillippi spring.  The
Town has three storage tanks; two 300,000 gallon tanks and one 500,000 gallon tank.
The water then passes to a two stage sedimentation basin, Water passes into one of two
sedimentation compartments, each with a capacity of 178,700 gallons. These units provide a
detention time of 1.82 hours at the 4.0 MGD treatment rate. Water is then conveyed through two
channels to a second series of sedimentation units which provide an additional two hours of
detention time. These units have a capacity of approximately 333,000 gallons.
‘The water is then treated in one of four high rate rapid sand filters. Each filter has a surface area
of 180 square feet and has an approved loading rate of 4.0 gpm/ft®, The Town has the capability
of feeding carbon, chlorine and polymers to the filter influent line when additional chemicals are
required.
Filtered water
tored in a 68,000 gallon clearwell where chlorine is added for disinfection.
The Town has four finished water pumps that transport the treated water from the clearwell to
the distribution system and storage tanks.
Two lagoons are used to contain backwash and solids residue from the filter backwash and
sedimentation basin cleaning processes. Solids are removed from the lagoons and transported to
the wastewater treatment plant for dewatering.
Treated water is pumped to the Town’s distribution network. The Town of Wytheville has three
storage tanks with a combined capacity of approximately 4.0 MG.
The design capacity for the water system is 4.0 MGD.
2.4.6.4 Town of Rural Retreat
The Town of Rural Retreat water system is a public community water system owned and
operated by the Town, The system consists of one spring, the Phillippi Spring. There is also an
existing well located near the Phillippi spring. Staley spring is not longer being used as a raw
water source.
The spring is disinfected by chlorination and fluoride is added at each source. The Town is
currently in the process of adding a membrane filtration system at the Phillippi spring. The
Town has three storage tanks; two 300,000 gallon tanks and one 500,000 gallon tank.
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The permitted capacity of the Phillippi Spring is 500,000 gpd.
2.4.7 City of Galax
The City of Galax owns and operates a public community water system using a stream intake.
The system consists of a 4.0 MGD WTP, seven storage tanks, two booster pump stations, and
distribution system.  The source of the raw water is Chestnut Creek.  Water flows by gravity
from the intake structure to the raw water pump station.  The raw water pump station has three
vertical turbine pumps.  Two are rated at 1,400 gpm and one is rated at 2,800 gpm.
Raw water is pumped to the flash mix basin where chlorine, alum, lime, soda ash, and polymer
are added.  After the flash mix basin, water goes to two flocculation basins followed by three
rectangular sedimentation basins.  Following sedimentation, the water goes to two rapid rate
sand filters.  Chlorine and fluoride are added after filtration as the water goes to a 280,000 gallon
concrete clearwell.  Finished water is pumped into the distribution system by three vertical
turbine pumps.  The distribution system operates in five pressure zones.
The design capacity of the system is 4.0 MGD.
2.4.8 City of Bristol
The City of Bristol does not own or operate a community water system using a stream intake.
2.4.9   Scott County
2.4.9.1 Duffield (Scott County PSA)
North Fork Clinch River
Spurlock Branch
2.4.9.2 Moccasin Gap (Scott County PSA)
Big Moccasin Creek
2.4.9.3 Town of Gate City
Big Moccasin Creek
The permitted capacity of the Phillippi Spring is 500,000 gpd.
2.4.7 City of Galax
The City of Galax owns and operates a public community water system using a stream intake.
The system consists of a 4.0 MGD WTP, seven storage tanks, two booster pump stations, and
distribution system. The source of the raw water is Chestnut Creek. Water flows by gravity
from the intake structure to the raw water pump station. The raw water pump station has three
vertical turbine pumps. Two are rated at 1,400 gpm and one is rated at 2,800 gpm.
Raw water is pumped to the flash mix basin where chlorine, alum, lime, soda ash, and polymer
are added. Afier the flash mix basin, water goes to two flocculation basins followed by three
rectangular sedimentation basins. Following sedimentation, the water goes to two rapid rate
sand filters. Chlorine and fluoride are added after filtration as the water goes to a 280,000 gallon
concrete clearwell. Finished water is pumped into the distribution system by three vertical
turbine pumps. The distribution system operates in five pressure zones.
The design capacity of the system is 4.0 MGD.
2.4.8 City of Bristol
The City of Bristol does not own or operate a community water system using a stream intake.
2.4.9 Scott County
2.4.9.1 Duffield (Scott County PSA)
© North Fork Clinch River
© Spurlock Branch
2.4.9.2. Moccasin Gap (Scott County PSA)

Big Moccasin Creek

2.4.9.3 Town of Gate City

Big Moccasin Creek

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2.4.10 City of Norton
Benges Branch
Robinette Branch
2.4.11 Wise County
2.4.11.1 Town of St. Paul
Clinch River
2.4.11.2 Wise County Regional (Wise County PSA)
Clinch River
2.4.11.3 Town of Pennington Gap
Powell River
2.4.12 Russell County
2.4.12.1 Town of Lebanon
Big Cedar Creek
2.4.13 Tazewell County
2.4.13.1 Town of Bluefield
Bluestone River
2.4.13.2 Town of Richlands
Clinch River
2.4.13.3 Claypool Hill (Tazewell County PSA)
Little River
2.4.13.4 Greater Tazewell Regional WTP (Tazewell County PSA)
Clinch River
2.4.10 City of Norton
© Benges Branch
© Robinette Branch
2.4.11 Wise County
2.4.11.1 Town of St. Paul
© Clinch River
2.4.1.2. Wise County Regional (Wise County PSA)

Clinch River

2.4.11.3 Town of Pennington Gap
© Powell River
Russell County
2.4.12.1 Town of Lebanon
© Big Cedar Creek
2.4.13 Tazewell County
2.4.13.1 _ Town of Bluefield
© Bluestone River
2.4.13.2 Town of Richlands
© Clinch River
2.4.13.3 Claypool Hill (Tazewell County PSA)
© Little River
2.4.13.4 Greater Tazewell Regional WTP (Tazewell County PSA)
© Clinch River
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2.5 Amount of Ground or Surface Water Purchased from Water Supply Systems
Outside the Geographic Boundaries of the Municipality
2.5.1 Bland County
The Rocky Gap/Bastian water system is a public community water system is owned by the
BCSA.  This system receives water from the Bluefield Valley Water Works in West Virginia.
The system is divided into two pressure levels: Rocky Gap and South Gap.  The Rocky Gap and
South Gap areas are served by the North Gap tank, which has a capacity of 200,000 gallons.  A
control valve located at South Gap feeds water to Bastian and is served by the Hicksville tank
(250,000 gallons) and Bastian tank (100,000 gallons).  The design capacity for the system is
230,000 gpd.
2.5.2 Carroll County
2.5.2.1 Carroll County Industrial Park
The Carroll County Industrial Park water system is a public community water system owned and
operated by the CCPSA.  Water for this system is purchased from the Town of Hillsville through
a master meter located adjacent to U.S. Route 58.
The system consists of a 10-inch water line and a 392,106 gallon storage tank.  The CCPSA is
allotted up to 0.15 MGD by the Town of Hillsville.
2.5.2.2 Tower Road Water Supply
The Tower Road water supply is a public community water supply system owned and operated
by the CCPSA.  Water for this system is purchased from the Town of Hillsville.  The CCPSA is
allotted up to 0.15 MGD by the Town of Hillsville.
2.5.3 Grayson County
2.5.3.1 Fairview Water System
The Fairview Water System is a public community water supply owned and operated by Grayson
County.  The system includes distribution lines, two storage tanks, and a booster pump station.
Water for this system is purchased from the City of Galax through a master meter located at the
2.5 Amount of Ground or Surface Water Purchased from Water Supply Systems
Outside the Geographic Boundaries of the Municipality
2.5.1 Bland County
The Rocky Gap/Bastian water system is a public community water system is owned by the
BCSA. This system receives water from the Bluefield Valley Water Works in West Virginia.
The system is divided into two pressure levels: Rocky Gap and South Gap. The Rocky Gap and
South Gap areas are served by the North Gap tank, which has a capacity of 200,000 gallons. A
control valve located at South Gap feeds water to Bastian and is served by the Hicksville tank
(250,000 gallons) and Bastian tank (100,000 gallons). ‘The design capacity for the system is
230,000 gpd.
2.5.2. Carroll County
2.5.2.1 Carroll County Industrial Park
The Carroll County Industrial Park water system is a public community water system owned and
operated by the CCPSA. Water for this system is purchased from the Town of Hillsville through
a master meter located adjacent to U.S. Route 58.
The system consists of a 10-inch water line and a 392,106 gallon storage tank. The CCPSA is
allotted up to 0.15 MGD by the Town of Hillsville.
2.5.2.2 Tower Road Water Supply
The Tower Road water supply is a public community water supply system owned and operated
by the CCPSA. Water for this system is purchased from the Town of Hillsville. The CCPSA is
allotted up to 0.15 MGD by the Town of Hillsville.
2.5.3 Grayson County
2.5.3.1 Fairview Water System
‘The Fairview Water System is a public community water supply owned and operated by Grayson
County. The system includes distribution lines, two storage tanks, and a booster pump station.
Water for this system is purchased from the City of Galax through a master meter located at the
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pump station.  Two 30 HP vertical turbine pumps are controlled by a telemetry system and a
timer.  Each booster pump is rated at 236 gpm.
The system contains two storage tanks.  One of the storage tanks is a welded steel storage tank
that has an effective volume of 310,000 gallons.  The other storage tank has an effective volume
of 110,000 gallons.  Grayson County is allotted 101,000 gpd, based on the water purchase
agreement with the City of Galax.
2.5.3.2 Oldtown Water System
The Oldtown Water System is a public community water supply system owned and operated by
Grayson County.  Water for this system is purchased from the City of Galax.  Grayson County is
allotted 101,000 gpd, based on the water purchase agreement with the City of Galax.
2.5.4 Smyth County
There are seven known community water systems in Smyth County that purchase water from
water supply systems outside the geographic boundaries of the County.  These systems include
the following: Atkins Extension, East Hungry Mother, Poor Valley, Saint Clairs Creek, Saint
John‟s Crossing, South Fork, and Walker Creek.
2.5.4.1 Atkins Extension
Atkins Extension is a public community water system owned and operated by Smyth County.
Water for this system is purchased from the Town of Marion water supply.  The design capacity
for this system is 100,000 gpd.
2.5.4.2 East Hungry Mother
East Hungry Mother is a public community water system owned and operated by Smyth County.
Water for this system is purchased from the Town of Marion water supply. The design capacity
for this system is 100,000 gpd.
pump station, Two 30 HP vertical turbine pumps are controlled by a telemetry system and a
timer. Each booster pump is rated at 236 gpm.
The system contains two storage tanks. One of the storage tanks is a welded steel storage tank
that has an effective volume of 310,000 gallons. The other storage tank has an effective volume
of 110,000 gallons. Grayson County is allotted 101,000 gpd, based on the water purchase
agreement with the City of Galax.
2.5.3.2. Oldtown Water System
The Oldtown Water System is a public community water supply system owned and operated by
Grayson County. Water for this system is purchased from the City of Galax. Grayson County is
allotted 101,000 gpd, based on the water purchase agreement with the City of Galax.
2.5.4 Smyth County
There are seven known community water systems in Smyth County that purchase water from
water supply systems outside the geographic boundaries of the County. These systems include
the following: Atkins Extension, East Hungry Mother, Poor Valley, Saint Clairs Creek, Saint
John’s Crossing, South Fork, and Walker Creek.
2.5.4.1 Atkins Extension
Atkins Extension is a public community water system owned and operated by Smyth County.
Water for this system is purchased from the Town of Marion water supply. ‘The design capacity
for this system is 100,000 gpd.
2.5.4.2 East Hungry Mother
East Hungry Mother is a public community water system owned and operated by Smyth County.
Water for this system is purchased from the Town of Marion water supply. The design capacity
for this system is 100,000 gpd.
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2.5.4.3 Poor Valley
Poor Valley is a public community water system owned and operated by Smyth County.  Water
for this system is purchased from the Town of Saltville water supply.  No other information was
available regarding the operations of this system.
2.5.4.4 Saint Clairs Creek
Saint Clairs Creek is a public community water system owned and operated by Smyth County.
Water for this system is purchased from the Town of Chilhowie water supply.  The design
capacity of this system is 20,000 gpd.
2.5.4.5 Saint John‟s Crossing
Saint John‟s Crossing is a public community water system owned and operated by Smyth
County.  Water for this system is purchased from the Town of Chilhowie water supply.  The
design capacity of this system is 15,000 gpd.
2.5.4.6 South Fork
South Fork is a public community water system owned and operated by Smyth County.  Water
for this system is purchased from the Thomas Bridge Water Corporation.  The design capacity of
this system is 65,000 gpd.
2.5.4.7 Walker Creek
Walker Creek is a public community water system owned and operated by Smyth County.
Water for this system is purchased from the Thomas Bridge Water Corporation. The design
capacity of this system is 144,000 gpd.
2.5.5 Washington County
The WCSA owns and operates two public community water systems within the County that
purchase water from water supply systems either outside geographic boundaries of the County.
These systems include the Clear Creek and Hayter‟s Gap community water systems, which
purchase water from BVUB.  The WCSA purchases water from the BVUB through seven
metered points.  The design capacity is based on the BVUB design capacity of 10 MGD and/or
contractual agreement between the WCSA and the BVUB. The current agreement requires the
2.5.4.3 Poor Valley
Poor Valley is a public community water system owned and operated by Smyth County. Water
for this system is purchased from the Town of Saltville water supply. No other information was
available regarding the operations of this system.
2.5.4.4 — Saint Clairs Creek
Saint Clairs Creek is a public community water system owned and operated by Smyth County.
Water for this system is purchased from the Town of Chilhowie water supply. The design
capacity of this system is 20,000 gpd.
2.5.4.5 Saint John’s Crossing
Saint John’s Crossing is a public community water system owned and operated by Smyth
County. Water for this system is purchased from the Town of Chilhowie water supply. The
design capacity of this system is 15,000 gpd.
2.5.4.6 South Fork
South Fork is a public community water system owned and operated by Smyth County. Water
for this system is purchased from the Thomas Bridge Water Corporation. The design capacity of
this system is 65,000 gpd.
2.5.4.7 Walker Creek
Walker Creek is a public community water system owned and operated by Smyth County.
Water for this system is purchased from the Thomas Bridge Water Corporation. The design
capacity of this system is 144,000 gpd.
2.5.5 Washington County
The WCSA owns and operates two public community water systems within the County that
purchase water from water supply systems either outside geographic boundaries of the County.
These systems include the Clear Creek and Hayter’s Gap community water systems, which
purchase water from BVUB. The WCSA purchases water from the BVUB through seven
metered points. The design capacity is based on the BVUB design capacity of 10 MGD and/or
contractual agreement between the WCSA and the BVUB. The current agreement requires the
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WCSA to purchase a minimum of 0.40 MGD with no maximum volume established.  However,
the agreement does require both the Service Authority and the BVUB to initiate plans for
expansion of their respective WTPs in the event the WCSA‟s and BVUB’s combined usage of
water approaches 80% of each WTP rated capacity.
2.5.6 Wythe County
Wythe County does not purchase water from water supply systems outside the geographic
boundaries of the County.
2.5.7 City of Galax
The City of Galax does not purchase water from water supply systems outside the geographic
boundaries of the City.
2.5.8 City of Bristol
The City of Bristol does not purchase water from water supply systems outside the geographic
boundaries of the City.
2.5.9 Scott County
2
2.5.9.1 East Carters Valley (ECV) (Scott County PSA)
Bloomingdale Utility District
2.5.9.2 East Carters Valley (BUD)
Bloomingdale Utility District
2.5.9.3 Spring Valley Subdivision (BUD)
Bloomingdale Utility District
2
Considers only the water available for purchase from sources external to the planning area and in which the
purchase agreements represent contractually committed water quantities.  Therefore, water available for purchase
from within the planning area and the “as available” type purchase agreements have been excluded from
consideration. (9 VAC 25-780-70 G/H)
WCSA to purchase a minimum of 0.40 MGD with no maximum volume established. However,
the agreement does require both the Service Authority and the BVUB to initiate plans for
expansion of their respective WTPs in the event the WCSA’s and BVUB’s combined usage of
water approaches 80% of each WTP rated capacity.



6 Wythe County
Wythe County does not purchase water from water supply systems outside the geographic
boundaries of the County.
2.5.7 City of Galax
The City of Galax does not purchase water from water supply systems outside the geographic
boundaries of the City.
2.5.8 City of Bristol
The City of Bristol does not purchase water from water supply systems outside the geographic
boundaries of the City.
2.5.9 Scott County”
2.5.9.1 East Carters Valley (ECV) (Scott County PSA)
© Bloomingdale Utility District
2.5.9.2 East Carters Valley (BUD)
© Bloomingdale Utility District
2.5.9.3 Spring Valley Subdivision (BUD)

Bloomingdale Utility District

2 Considers only the water available for purchase from sources external to the planning area and in which the
purchase agreements represent contractually committed water quantities. Therefore, water available for purchase
from within the planning area and the “as available” type purchase agreements have been excluded from
consideration, (9 VAC 25-780-70 G/H)
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2.5.9.4 Boozy Creek (Scott County PSA)
Bloomingdale Utility District
2.5.9.5 Cove Creek (Scott County PSA)
WCSA
2.5.10 Lee County
2
2.5.10.1 Lee County (Lee County PSA)
Arthur Shawanee Utility District
2.5.11 Russell County
2.5.11.1 Russell County Water and Sewer Authority
Town of St. Paul
2.5.12 Tazewell County
2.5.12.1 Bluefield Valley Waterworks
Bluefield Valley Waterworks
2.5.13 Dickenson County
2.5.13.1 Sandy Ridge (DCPSA)
Wise County Public Service Authority
2.6 Non-Agricultural, Self-Supplied Users of More than 300,000 Gallons per
Month of Surface Water
2.6.1 Bland County
There is only one known non-agricultural user of more than 300,000 gallons per month of
surface water in Bland County:  Pounding Mill Quarry Corporation.  The Pounding Mill Quarry
Corporation in Rocky Gap utilizes a stream intake on Wolf Creek.
2.6
2.5.9.4 Boozy Creek (Scott County PSA)

Bloomingdale Utility District

2.5.9.5 Cove Creek (Scott County PSA)
« WCSA
2.5.10 Lee County”
2.5.10.1 Lee County (Lee County PSA)
© Arthur Shawanee Utility District
2.5.11 Russell County
2.5.1.1 Russell County Water and Sewer Authority
© Town of St. Paul
2.5.12 Tazewell County
2.5.12.1 Bluefield Valley Waterworks.
© Bluefield Valley Waterworks
2.5.13 Dickenson County
2.8.13.1 Sandy Ridge (DCPSA)

Wise County Public Service Authority

Non-Agricultural, Self-Supplied Users of More than 300,000 Gallons per
Month of Surface Water
2.6.1 Bland County
There is only one known non-agricultural user of more than 300,000 gallons per month of
surface water in Bland County: Pounding Mill Quarry Corporation. ‘The Pounding Mill Quarry
Corporation in Rocky Gap utilizes a stream intake on Wolf Creek.
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2.6.2 Carroll County
There are no known non-agricultural users of more than 300,000 gallons per month of surface
water in Carroll County.
2.6.3 Grayson County
There are no known non-agricultural users of more than 300,000 gallons per month of surface
water in Grayson County.
2.6.4 Smyth County
There are two known non-agricultural user of more than 300,000 gallons per month of surface
water in Smyth County:  Holston Hills Country Club and the Marion Fish Cultural Station.  The
Holston Hills Country Club utilizes a stream intake on the Holston River.  The name of the water
source supplying the Marion Fish Cultural Station was not available.
2.6.5 Washington County
There are two known non-agricultural user of more than 300,000 gallons per month of surface
water in Washington County:  Old Farm Golf Course and the Virginian Golf Club Course.  The
Virginian Golf Club Course utilizes a stream intake; however, the name of the stream was not
available.
2.6.6 Wythe County
The only known non-agricultural user of more than 300,000 gallons per month of surface water
in Wythe County is the Wytheville Fish Hatchery; however, the name of the water source was
not available.
2.6.7 City of Galax
There are no known non-agricultural, self-supplied users of more that 300,000 gallons per month
of surface in the City of Galax.
2.6.8 City of Bristol
There are no known non-agricultural, self-supplied users of more than 300,000 gallons per
month of surface in the City of Bristol.
2.6.2 Carroll County
There are no known non-agricultural users of more than 300,000 gallons per month of surface
water in Carroll County.
2.6.3 Grayson County
There are no known non-agricultural users of more than 300,000 gallons per month of surface
water in Grayson County.
2.6.4 Smyth County
There are two known non-agricultural user of more than 300,000 gallons per month of surface
water in Smyth County: Holston Hills Country Club and the Marion Fish Cultural Station. ‘The
Holston Hills Country Club utilizes a stream intake on the Holston River. The name of the water
source supplying the Marion Fish Cultural Station was not available.
2.6.5. Washington County
There are two known non-agricultural user of more than 300,000 gallons per month of surface
water in Washington County: Old Farm Golf Course and the Virginian Golf Club Course. The
Virginian Golf Club Course utilizes a stream intake; however, the name of the stream was not
available.
2.6.6 Wythe County
The only known non-agricultural user of more than 300,000 gallons per month of surface water
in Wythe County is the Wytheville Fish Hatchery; however, the name of the water source was
not available.
2.6.7 City of Galax
There are no known non-agricultural, self-supplied users of more that 300,000 gallons per month
of surface in the City of Galax.



8 City of Bristol
There are no known non-agricultural, self-supplied users of more than 300,000 gallons per
month of surface in the City of Bristol.
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2.6.9 Scott County
There are no known non-agricultural, self-supplied users of more than 300,000 gallons per
month of surface in Scott County.
2.6.10 Lee County
There are no known non-agricultural, self-supplied users of more than 300,000 gallons per
month of surface in Lee County.
2.6.11 City of Norton
There are no known non-agricultural, self-supplied users of more than 300,000 gallons per
month of surface in the City of Norton.
2.6.12  Wise County
There are no known non-agricultural, self-supplied users of more than 300,000 gallons per
month of surface in Wise County.
2.6.13 Russell County
2.6.13.1 Moss #3 Prep Plant
Chaney Creek
2.6.13.2 Clinch River Power Plant
Clinch River
2.6.14 Tazewell County (User – Source)
2.6.14.1 Fincastle Country Club
Bluestone River
2.6.14.2 Richwood Golf Club
Bluestone River
2.6.15 Dickenson County (User – Source)
2.6.15.1 McClure #1 & Prep Plant
2.6.9 Scott County
There are no known non-agricultural, self-supplied users of more than 300,000 gallons per
month of surface in Scott County.
2.6.10 Lee County
There are no known non-agricultural, self-supplied users of more than 300,000 gallons per
month of surface in Lee County.
2.6.11 City of Norton
There are no known non-agricultural, self-supplied users of more than 300,000. gallons per
month of surface in the City of Norton,
2.6.12 Wise County
There are no known non-agricultural, self-supplied users of more than 300,000 gallons per
month of surface in Wise County.
13 Russell County
2.6.13.1 Moss #3 Prep Plant
© Chaney Creek
2.6.13.2__ Clinch River Power Plant
¢ Clinch River
2.6.14 Tazewell County (User ~ Source)
2.6.14.1_ Fincastle Country Club
© Bluestone River
2.6.14.2 Richwood Golf Club
Bluestone River
2.6.15 Dickenson County (User ~ Source)
2.6.15.1 | McClure #1 & Prep Plant
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Caney Creek
2.6.15.2 Paramont Deep Mine 26
Lick Fork
2.6.15.3 Paramont Deep Mine 35
Chaney Creek
2.6.16 Buchanan County (User – Source)
2.6.16.1 Vansant Coke Ovens
Dismal River
2.6.16.2 Vansant #2 Prep Plant
Dismal River
2.7 Non-Agricultural, Self-Supplied Users of More than 300,000 Gallons per
Month of Ground Water
2.7.1 Bland County
Limited water use information was available for the non-agricultural, self-supplied users using
groundwater in Bland County.  There are four known non-agricultural, self-supplied users using
groundwater in Bland County.  Table 2.7.1 presents available information for the known non-
agricultural, self-supplied users using groundwater in Bland County.
Table 2.7.1:  Summary of non-agricultural, self-supplied users using groundwater in Bland County.
Water System Source Design Capacity
Well Yield
(Approximate)
Well Pump
Capacity
Effective
Storage
Capacity
American Mine
Research
Drilled Well 100 Employees Unknown Unknown 167 Gallons
ABB Power T & D
Company
Drilled Well 400 Employees 10 gpm Unknown 100,000 Gallons
Big Walker Motel  Drilled Well Unknown Unknown Unknown Unknown
Wolf Creek Golf
Club
Drilled Well Unknown Unknown Unknown Unknown
© Caney Creek
2.6.15.2 Paramont Deep Mine 26
© Lick Fork
15.3 Paramont Deep Mine 35
© Chaney Creek
2.6.16 Buchanan County (User ~ Source)
2.6.16.1 Vansant Coke Ovens
¢ Dismal River
2.6.16.2 Vansant #2 Prep Plant
© Dismal River
2.7 Non-Agricultural, Self-Supplied Users of More than 300,000 Gallons per
Month of Ground Water
2.7.1 Bland County
Limited water use information was available for the non-agricultural, self-supplied users using
groundwater in Bland County. There are four known non-agricultural, self-supplied users using
groundwater in Bland County. Table 2.7.1 presents available information for the known non-
agricultural, self-supplied users using groundwater in Bland County.
American Mine
Drilled Well | 100 Employees | Unknown Unknown 167 Gallons
Research
ABE Power T&D Drilled Well | 400 Employees 10 gpm Unknown | 100,000 Gallons
company
Big Walker Motel | Diilled Well | Unknown Taknown Taknown Tnknown
WolfEseck Goll Drilled Well | Unknown Unknown Unknown Unknown
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2.7.2 Carroll County
Limited water use information was available for the non-agricultural, self-supplied users using
groundwater in Carroll County.  Table 2.7.2 presents available information for the known non-
agricultural, self-supplied users using groundwater in Carroll County.
Table 2.7.2:  Summary of non-agricultural, self-supplied users using groundwater in Carroll County.
Water System Source
Design
Capacity
Well Yield
(Approximate)
Well Pump
Capacity
Effective
Storage
Capacity
Fancy Gap
Elementary
School
Drilled Well 10,000 gpd 15 gpm Unknown Unknown
Gladesboro
Elementary
School
Drilled Well 10,000 Unknown 15 gpm 667 Gallons
Laurel
Elementary
School
Drilled Well 10,000 gpd 12 gpm Unknown 667 Gallons
Little Treasures
Learning Center
Drilled Well 6,048 gpd 4.0 gpm 4.0 gpm Unknown
Oakland
Elementary
School
Drilled Well 10,000 gpd 12 gpm Unknown Unknown
Tri-area Health
Clinic
Drilled Well Unknown Unknown Unknown Unknown
Alpine Crest Drilled Well 24,480 gpd 30 gpm 17 gpm Unknown
Blue Ridge
Music Center
Two Drilled
Wells
76,320 gpd
Well No. 1 - 18
gpm       Well
No. 1 - 35 gpm
Well No. 1 - 18
gpm       Well
No. 1 - 35 gpm
Unknown
Camp Curtain
Call
Drilled Well 31120 gpd 23 gpm 23 gpm Unknown
Cockerham’s
Food Mart #5
Drilled Well Unknown Unknown Unknown Unknown
Crooked Creek
Wildlife
Management
Area
Drilled Well 13,600 Gallons 17 gpm Unknown 5,000 Gallons
Crooked Oak
Restaurant
Drilled Well Unknown Unknown Unknown Unknown
Fancy Gap
Cabins &
Campground
Drilled Well 9,000 gpd 6.0 gpm 6.0 gpm Unknown
Fox Trail
Campground
Drilled Well Unknown Unknown Unknown Unknown
Gospel Light
Christian Camp
Drilled Well Unknown 35 gpm 35 gpm Unknown
2.7.2 Carroll County
Limited water use information was available for the non-agricultural, self-supplied users using
groundwater in Carroll County. ‘Table 2.7.2 presents available information for the known non-
agricultural, self-supplied users using groundwater in Carroll County.
Fancy Gap
Elementary Drilled Well 10,000 gpd 15 gpm Unknown Unknown
School
Gladesboro
Elementary Drilled Well 10,000 Unknown 15 gpm 667 Gallons
School
Laurel i i
Elementary Drilled Well 10,000 gpd 12 gpm Unknown 667 Gallons
School
Tittle Freasures 1 i
Leaming Center, Diiled Well 6,048 gpd 4.0 gpm 4.0 gpm. Unknown
Oakland
Elementary Drilled Well 10,000 gpd 12 gpm Unknown Unknown
School
‘Trvarea Health Drilled Well Unknown Unknown Unknown Unknown
‘Ripine Crest” Drilled Wei 34,480 gpd 30 gpm TF gpm Unknown
| P Weil No Tis") Weil No 1-18
Blue Ridg Two Dri 7 7
ve Ria te 76320 spd | gpm = Well | gpm Well Unknown
| | _No.1=35 gpm | No. 1-35 gpm
Camp Curtin Died Well 31120 gpd 23 gpm 23 gpm Unknown
ckerham’s ;
Fond Naas | Drilled Well Unknown Unknown Unknown Unknown
Crooked Greek
wildlife 5 i 5
Management Died Well 13,600 Gallons 17 gpm Unknown 5,000 Gallons
Area
Crooked Oak | Drilled Well Unknown Unknown Unknown Unknown
Restaurant
Fancy Gap
Cabins & Drilled Well 9,000 gpd 6.0 gpm 6.0 gpm Unknown
Campground | | | | ‘
Fox Trail Drilled Well | Unknown == Unknown =| —-Unknown | ‘Unknown
Campground
Gospel Light - .
ChestanCamp | Dilled Welt Unknown 35 gpm 35 gpm Unknown
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Table 2.7.2:  Summary of non-agricultural, self-supplied users using groundwater in Carroll County.
Water System Source
Design
Capacity
Well Yield
(Approximate)
Well Pump
Capacity
Effective
Storage
Capacity
Grace Baptist
Church
Drilled Well Unknown Unknown Unknown Unknown
Groundhog
Mountain Picnic
Area
Two Drilled
Wells
Unknown
Well No. 1 - 1.4
gpm      Well
No. 2 - 1.3 gpm
Unknown 10,133 Gallons
High Chaparral
Inc.
Drilled Well 37,440 gpd 26 gpm 26 gpm Unknown
Lakeview Motel
& Restaurant
Drilled Well Unknown 4.0 gpm 4.0 gpm Unknown
Mountain Laurel
Restaurant
Drilled Well Unknown Unknown Unknown Unknown
Mountain Top
Motel
Drilled Well Unknown Unknown Unknown Unknown
Rhudy’s Drive In Drilled Well Unknown Unknown Unknown Unknown
Treasure Potts Drilled Well Unknown Unknown Unknown Unknown
Utts
Campground
Drilled Well Unknown 18 gpm 11 gpm Unknown
2.7.3 Grayson County
Limited water use information was available for the non-agricultural, self-supplied users using
groundwater in Grayson County.  Table 2.7.3 presents available information for the known non-
agricultural, self-supplied users using groundwater in Grayson County.
Table 2.7.3:  Summary of non-agricultural, self-supplied users using groundwater in Grayson County.
Water System Source
Design
Capacity
Well Yield
(Approximate)
Well Pump
Capacity
Effective
Storage
Capacity
Baywood
Elementary
School
Drilled Well
Existing students
and staff
4.0 gpm 1.5 HP 5,333 Gallons
Bridle Creek
Elementary
School
Drilled Well
Existing students
and staff
Unknown 9.4 gpm 182 Gallons
Mt. Rogers
School
Drilled Well
Existing students
and staff
Unknown Unknown 183 Gallons
Providence
Elementary
School
Drilled Well
Existing students
and staff
Unknown 9.4 gpm Unknown
21 Grocery Drilled Well Unknown Unknown Unknown Unknown
Groundivog
Mountain Picnic
Area
High Chaparral
Ine.
Takeview Motel
& Restaurant
Mountain Laurel
Restaurant
Mountain Top
Motel
Rhudys Drive in
“Treasure Potts
Tits
Campground
Drilled Well
‘Two Drilled
Wells
Drilled Well
Drilled Well
Drilled Well
Drilled Well
Drilied Weif
Drilied Weif
Drilled Well
Unknown
10,133 Gallons
Unknown
Unknown
Unknown
Unknown Unknown Unknown
PWellNoT-147
Unknown gpm Well Unknown
No. 2- 1.3 gpm
37,440 gpd 26 gpm 26 gpm
Unknown 4.0 gpm 4.0 gpm
Unknown Unknown Unknown
Unknown Unknown Unknown
inknown tinkinowa 7 Talenowa
tinknown Tinksnown "Unknown
Unknown 18 gpm 11 gpm
Unknown
Unknown "|
nknown’
Unknown
2.73
Grayson County
Limited water use information was available for the non-agricultural, self-supplied users using
groundwater in Grayson County. Table 2.7.3 presents available information for the known non-
agricultural, self-supplied users using groundwater in Grayson County.
Baywood
Elementary
School
Bridle Creek
Elementary
School
Mt Rogers
School
Providence
Elementary
School
21 Grocery
Drilled Well
Drilled Well
Drilled Well
Drilled Well
Drilled Well
| Existing students | |
5,333 Gallons
182 Gallons
183 Gallons
Unknown
and staff 4.0 gpm 1.5 HP
rng | Uno | 9pm
BME WEEN FG stnoym caown
Existing students | Ushnoyn Sten
Unknown Unknown Unknown
Unknown
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Table 2.7.3:  Summary of non-agricultural, self-supplied users using groundwater in Grayson County.
Water System Source
Design
Capacity
Well Yield
(Approximate)
Well Pump
Capacity
Effective
Storage
Capacity
Camp Dickerson Drilled Well Unknown Unknown Unknown Unknown
Cheerio
Adventures
Drilled Well Unknown Unknown Unknown Unknown
Comers Rock
Picnic Area
Drilled Well 4000 gpd 5 gpm Unknown 2,213 Gallons
Creeper Trail
Campground
Drilled Well 7,920 gpd 5 gpm 5 gpm Unknown
Grayson
Highlands
Office
Drilled Well 15,120 gpd 11 gpm 24 gpm Unknown
Grayson
Highlands Stable
Drilled Well 7,200 gpd 5 gpm 5 gpm Unknown
Grayson
Highlands State
Park Office
Seven Drilled
Wells
Unknown Unknown Unknown 81,000 Gallons
Grayson
Highlands Picnic
Area
Drilled Well 21,600 gpd 15 gpm 15 gpm Unknown
Grayson
Highlands
Visitor Center
Drilled Well 12,240 gpd 8 gpm 8 gpm Unknown
Houndshell
Campground
Drilled Well Unknown Unknown Unknown Unknown
Log House
Trading Post &
Restaurant
Drilled Well Unknown 18 gpm 30 gpm Unknown
Mt. Rogers
Volunteer Fire
Dept.
Drilled Well Unknown Unknown Unknown Unknown
New River
Campground &
Canoe
Drilled Well Unknown Unknown Unknown Unknown
Patton RV Park Drilled Well 3,600 gpd 3 gpm 3 gpm Unknown
Shady Shack
Campground
Drilled Well Unknown Unknown Unknown Unknown
Whitetop
Community
Center
Drilled Well 46,080 gpd 32 gpm 32 gpm Unknown
Whitetop Station Drilled Well 28,800 gpd 20 gpm 24 gpm Unknown
‘Camp Dicke: Drilled Well
Cheerio
Adventures,
Drilled Well
‘Comers Rock
Picnic Area
Creeper Trail
Campground
Grayson
Highlands Drilled Well
Office
Drilled Well
Drilled Well
Grayson wa
Highlands Stable | Drilled Well
Grayson
Seven Drilled
Highlands State Wells
Park Office
Grayson
Highlands Picnic | Drilled Well
‘Area
Grayson
Highlands Drilled Well
Visitor Center
Fioundsheli
Campground
Toe louse
Trading Post & Drilled Well
Restaurant
Mt Rogers
Volunteer Fire | Drilled Well
Dept.
New River
Campground & | Drilled Well
Canoe
Patton RV Park
Shady Shack
Campground
Wihitetop”
Community | Drilled Well
Center
Drilled Well
Drilied Weil
Drilled Well
Whitetop Station |” Drilied Well
Unknown
Unknown
Unknown
Unknown Unknown Unknown
4000 gpd 5 gpm Unknown
7,920 apd 5 gpm 5 gpm
15,120 gpd 11 gpm 24 gpm
7.200 gpd 5 gpm S.gpm
Unknown Unknown Unknown
21,600 gpd 15 gpm 15 gpm
12,240 gpd 8 gpm 8 gpm
Unknown Unknown Unknown
Unknown 18 gpm 30 gpm
Unknown Unknown Unknown
Unknown Unknown Unknown
3600 gpd gpm Vepm
Unknown = Unknown Unknown
46,080 gpd 32 gpm 32 gpm
28,800 apd 20 gpm 24 gpm
Unknown:
Unknown
2,213 Gallons
Unknown
Unknown
Unknown
81,000 Gallons
Unknown
Unknown
Unknown
Unknown
Unknown
Unknown
Unknown
Unknown
Unknown
Unknown’
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2.7.4 Smyth County
Limited water use information was available for the non-agricultural, self-supplied users using
groundwater in Smyth County.  Table 2.7.4 presents available information for the known non-
agricultural, self-supplied users using groundwater in Smyth County.
Table 2.7.4:  Summary of non-agricultural, self-supplied users using groundwater in Smyth County.
Water System Source
Design
Capacity
Well Yield
(Approximate)
Well Pump
Capacity
Effective
Storage
Capacity
A R E  Camp Drilled Well 24,480 gpd Unknown Unknown Unknown
Brushy
Mountain ADM
SC
Drilled Well 43,200 gpd 30 gpm Unknown Unknown
Grindstone
Recreation Area
Drilled Well 43,200 gpd 30 gpm 30 gpm Unknown
Hurricane
Recreation Area
Drilled Well 7,200 gpd 5.0 gpm 5.0 gpm Unknown
Konnarock
Community
Center
Drilled Well Unknown Unknown Unknown Unknown
Raccoon Branch Drilled Well 28,800 gpd 20 gpm 20 gpm Unknown
2.7.5 Washington County
Limited water use information was available for the non-agricultural, self-supplied users using
groundwater in Washington County.  Table 2.7.5 presents available information for the known
non-agricultural, self-supplied users using groundwater in Washington County.
Table 2.7.5:  Summary of non-agricultural, self-supplied users using groundwater in Washington
County.
Water System Source
Design
Capacity
Well Yield
(Approximate)
Well Pump
Capacity
Effective
Storage
Capacity
Beartree No. 1 Drilled Well 43,200 gpd 30 gpm Unknown Unknown
Beartree No. 2 Drilled Well 43,200 gpd 30 gpm 30 gpm Unknown
Beartree No. 3 Drilled Well 11,520 gpd 8.0 gpm Unknown Unknown
Callebs Cove
Campground
Drilled Well Unknown Unknown Unknown Unknown
Riverside
Campground
Drilled Well Unknown Unknown Unknown Unknown
Tumbling Creek Drilled Well 17280 gpd 25 gpm 12 gpm Unknown
wv
4 Smyth County
Limited water use information was available for the non-agricultural, self-supplied users using
groundwater in Smyth County. Table 2.7.4 presents available information for the known non-
agricultural, self-supplied users using groundwater in Smyth County.
ARE Camp | _ Drilled Well 24,480 gpd Unknown’ Unknown’ Unknown’
Brushy
Mountain ADM Drilled Well 43,200 apd 30 gpm Unknown Unknown
sc
Grindstone
Recreation Area
Drilled Well 43,200 apd 30 gpm 30 gpm Unknown
Hurricane
Recreation Area
Drilled Well 7.200 gpd 5.0 gpm 5.0 gpm Unknown
Konnarock
Community Drilled Well Unknown Unknown Unknown Unknown
Center
| Raccoon Branch” ried Well RRO gpd 30, pin 30’s inknowa
2.7.5. Washington County
Limited water use information was available for the non-agricultural, self-supplied users using
groundwater in Washington County. Table 2.7.5 presents available information for the known
non-agricultural, self-supplied users using groundwater in Washington County.
Beartree No.1 Drilled Well 43,200 epd 30 epm Unknown Unknown
| BeanreeNo.2 Dried Weil” 43.200 pd 30pm S0gpm Unknown
Beartree No.3| Drilled Well” 11,520 gpa 0 gpm Unknown Unknown
Callebs Cove Dyilled Well Unknown Unknown Unknown Unknown
Campground
Riverside ;
cane || Dailed Well Unknown Unknown Unknown Unknown
| Tumbling Crea |~“Biiled Wall” T7380 ep Som Tam Takaowa
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2.7.6 Wythe County
Limited water use information was available for the non-agricultural, self-supplied users using
groundwater in Wythe County.  Table 2.7.6 presents available information for the known non-
agricultural, self-supplied users using groundwater in Wythe County.
Table 2.7.6:  Summary of non-agricultural, self-supplied users using groundwater in Wythe County.
Water System Source
Design
Capacity
Well Yield
(Approximate)
Well Pump
Capacity
Effective
Storage
Capacity
Jackson
Memorial
School
Drilled Well 10,000 gpd 36 gpm 19 gpm 617 Gallons
Deer Trail Park
Campground
Drilled Well Unknown Unknown Unknown Unknown
Foster Falls
Campground
Drilled Well Unknown Unknown Unknown Unknown
Hussey
Mountain
Drilled Well 14,400 gpd 6.0 gpm Unknown Unknown
Shot Tower
State Park
Drilled Well 62,000 gpd 43 gpd 43 gpd Unknown
Stony Fork
Recreation Area
Drilled Well 37,440 gpd Unknown Unknown Unknown
Trail Motel Drilled Well Unknown Unknown Unknown Unknown
Wytheville Fish
Hatchery
Drilled Well 64,800 gpd 45 gpm 45 gpm 80 Gallons
2.7.7 City of Galax
There are no known non-agricultural, self-supplied users of more than 300,000 gallons per
month of groundwater within the City of Galax service area.
2.7.8 City of Bristol
There are no known non-agricultural, self-supplied users of more than 300,000 gallons per
month of groundwater within the City of Bristol service area.
2.7.9 Scott County
There are no known non-agricultural, self-supplied users of more than 300,000 gallons per
month of groundwater within the Scott County service area.
2.7.6 Wythe County
Limited water use information was available for the non-agricultural, self-supplied users using
groundwater in Wythe County. Table 2.7.6 presents available information for the known non-
agricultural, self-supplied users using groundwater in Wythe County.
Tackson
Memorial Drilled Well 10,000 gpd 36 gpm 19 gpm 617 Gallons
School
Deer Trail Park
Drilled Well Unknown Unknown Unknown Unknown
Campground
Foster Falls Drilled Well Unknown Unknown Unknown Unknown
Campground
Hussey ctwel ;
Mountain Drilled Well 14,400 gpd 6.0 gpm Unknown Unknown
Shot Tower”) i i
Stste Park Drilled Well 62,000 gpd 43 gpd 43 pd Unknown
Stony Fork t t
Rereten nvea | Drilled Well 37,440 gpd Unknown Unknown Unknown
‘Tiail Motel” Drilled Weil tinknown Unknown” "Unknown Unknown
Wytheville Fish : i
5 jallons
Hatchery Drilled Well 64,800 apd 45 gpm 45 gpm 80 Gallon:
2.7.7 City of Galax
There are no known non-agricultural, self-supplied users of more than 300,000 gallons per
month of groundwater within the City of Galax service area.
2.7.8 — City of Bristol
There are no known non-agricultural, self-supplied users of more than 300,000 gallons per
month of groundwater within the City of Bristol service area.
2.7.9 Scott County
There are no known non-agricultural, self-supplied users of more than 300,000 gallons per
month of groundwater within the Scott County service area.
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2.7.10 Lee County
There are no known non-agricultural, self-supplied users of more than 300,000 gallons per
month of groundwater within the Lee County service area.
2.7.11 City of Norton
There are no known non-agricultural, self-supplied users of more than 300,000 gallons per
month of groundwater within the City of Norton service area.
2.7.12 Wise County
There are no known non-agricultural, self-supplied users of more than 300,000 gallons per
month of groundwater within the Wise County service area.
2.7.13 Tazewell County (User – Source)
2.7.13.1 Coal Creek No. 3 Prep Plant
Tiller Mine Well No. 1
2.7.14 Dickenson County (User – Source)
2.7.14.1 Nora Prep Plant
One Well
2.7.15 Buchanan County (User – Source)
2.7.15.1 Luke Prep Plant
Well No. 1
2.8 Agricultural Users Who Utilize More than 300,000 Gallons per Month,
Estimate of Total Agricultural Usage by Source, Irrigation vs. Non-Irrigation
and Source
3
2.8.1 Bland County
There are no known agricultural, self-supplied users using more than 300,000 gallons per month
of surface or groundwater in Bland County.
3
9 VAC 25-780-70 I.
2.7.10 Lee County
There are no known non-agricultural, self-supplied users of more than 300,000 gallons per
month of groundwater within the Lee County service area.
2.7.11 City of Norton
There are no known non-agricultural, self-supplied users of more than 300,000 gallons per
month of groundwater within the City of Norton service area.
2.7.12 Wise County
There are no known non-agricultural, self-supplied users of more than 300,000. gallons per
month of groundwater within the Wise County service area.
2.8
2.7.13 Tazewell County (User ~ Source)
2.7.3.1 Coal Creek No. 3 Prep Plant
© Tiller Mine Well No. |
2.7.14 Dickenson County (User ~ Source)
2.7.14.1 Nora Prep Plant
© One Well
15 Buchanan County (User — Source)
2.7.15. Luke Prep Plant
«© Well No. 1
Agricultural Users Who Utilize More than 300,000 Gallons per Month,
Estimate of Total Agricultural Usage by Source, Irrigation vs. Non-Irrigation
and Source’
2.8.1 Bland County
‘There are no known agricultural, self-supplied users using more than 300,000 gallons per month
of surface or groundwater in Bland County.
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2.8.2 Carroll County
There are no known agricultural, self-supplied users using more than 300,000 gallons per month
of surface or groundwater in Carroll County.
2.8.3 Grayson County
There are no known agricultural, self-supplied users using more than 300,000 gallons per month
of surface or groundwater in Grayson County.
2.8.4 Smyth County
There are no known agricultural, self-supplied users using more than 300,000 gallons per month
of surface or groundwater in Smyth County.
2.8.5 Washington County
There are no known agricultural, self-supplied users using more than 300,000 gallons per month
of surface or groundwater in Washington County.
2.8.6 Wythe County
The only known agricultural, self-supplied user using more than 300,000 gallons per month of
surface or groundwater in Wythe County is the Wytheville Fish Hatchery.  The Wytheville Fish
Hatchery utilizes two springs for water supply.  The annual average water usage for Boiling
Springs is approximately 566 MG.  The annual average water usage for West Springs is
approximately 785 MG.
2.8.7 City of Bristol
There are no known agricultural, self-supplied users using more than 300,000 gallons per month
of surface or groundwater in the City of Bristol.
2.8.8 City of Galax
There are no known agricultural, self-supplied users using more than 300,000 gallons per month
of surface or groundwater in the City of Galax.
2.8.2. Carroll County
There are no known agricultural, self-supplied users using more than 300,000 gallons per month
of surface or groundwater in Carroll County.
2.8.3 Grayson County
There are no known agricultural, self-supplied users using more than 300,000 gallons per month
of surface or groundwater in Grayson County.
2.8.4 Smyth County
There are no known agricultural, self-supplied users using more than 300,000 gallons per month
of surface or groundwater in Smyth County.
2.8.5 Washington County
There are no known agricultural, self-supplied users using more than 300,000 gallons per month
of surface or groundwater in Washington County.



6 Wythe County
The only known agricultural, self-supplied user using more than 300,000 gallons per month of
surface or groundwater in Wythe County is the Wytheville Fish Hatchery. The Wytheville Fish
Hatchery utilizes two springs for water supply. The annual average water usage for Boiling
Springs is approximately 566 MG. The annual average water usage for West Springs is
approximately 785 MG.
City of Bristol
There are no known agricultural, self-supplied users using more than 300,000 gallons per month
of surface or groundwater in the City of Bristol.
2.88 City of Galax
There are no known agricultural, self-supplied users using more than 300,000 gallons per month
of surface or groundwater in the City of Galax.
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2.8.9 Scott County
There are no known agricultural, self-supplied users using more than 300,000 gallons per month
of surface or groundwater in Scott County.
2.8.10 Lee County
There are no known agricultural, self-supplied users using more than 300,000 gallons per month
of surface or groundwater in Lee County.
2.8.11 City of Norton
There are no known agricultural, self-supplied users using more than 300,000 gallons per month
of surface or groundwater in the City of Norton
2.8.12 Wise County
There are no known agricultural, self-supplied users using more than 300,000 gallons per month
of surface or groundwater in the Wise County.
2.8.13 Tazewell County
There are no known agricultural, self-supplied users using more than 300,000 gallons per month
of surface or groundwater in Tazewell County.
2.8.14 Dickenson County
There are no known agricultural, self-supplied users using more than 300,000 gallons per month
of surface or groundwater in Dickenson County.
2.8.15 Buchanan County
There are no known agricultural, self-supplied users using more than 300,000 gallons per month
of surface or groundwater in Buchanan County.
2.8.16 Russell County
There are no known agricultural, self-supplied users using more than 300,000 gallons per month
of surface or groundwater in Russell County.
2.8.9 Scott County
There are no known agricultural, self-supplied users using more than 300,000 gallons per month
of surface or groundwater in Scott County.
2.8.10 Lee County
There are no known agricultural, self-supplied users using more than 300,000 gallons per month
of surface or groundwater in Lee County.
2.8.11 City of Norton
There are no known agricultural, self-supplied users using more than 300,000 gallons per month
of surface or groundwater in the City of Norton
2.8.12 Wise County
There are no known agricultural, self-supplied users using more than 300,000 gallons per month
of surface or groundwater in the Wise County.
2.8.13 Tazewell County
There are no known agricultural, self-supplied users using more than 300,000 gallons per month
of surface or groundwater in Tazewell County.
2.8.14 Dickenson County
There are no known agricultural, self-supplied users using more than 300,000 gallons per month
of surface or groundwater in Dickenson County.
2.8.15 | Buchanan County
There are no known agricultural, self-supplied users using more than 300,000 gallons per month
of surface or groundwater in Buchanan County.
2.8.16 Russell County
‘There are no known agricultural, self-supplied users using more than 300,000 gallons per month
of surface or groundwater in Russell County.
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2.9 Residences and Businesses that are Self-Supplied and Individual Wells
Withdrawing less than 300,000 Gallons per Month
To estimate the residences and businesses that are self-supplied and served by individual
groundwater wells withdrawing less than 300,000 gallons per month, the population served by
both public and private community water systems was determined.  Population served by public
community water systems was provided by each jurisdiction.  Population served by private
community water systems was provided by VDH.  The total population for each jurisdiction was
provided by the 2000 US Census Bureau.
A summary of the population served by individual wells by jurisdiction is included in Table 2.9.
The population served by individual wells was estimated by subtracting the population served by
public and private community water systems from the total population.  It is important to note
that the total county populations do not include the towns within the respective county.  In
addition, many of the towns serve areas in their respective county that are outside the city/town
limits.  The population served by the respective public community water system outside the
city/town limits and in the respective county is included in the „Population Served by Public
CWS‟ for the respective county.  For example, the total population for the Town of Chilhowie in
2000 was approximately 1,827 people.  The Town of Chilhowie public community water system
serves approximately 4,482 people.  The additional 2,655 people served by the Town of
Chilhowie public community water system are located Smyth County and were included in the
„Population Served by Public CWS‟ for Smyth County in Table 2.9.
Table 2.9: Estimated Population Served by Individual Residential Wells by Jurisdiction.
Jurisdiction
Total
Population
Population
Served by Public
CWS
Estimated
Population Served
by Private CWS
Estimated
Population Served
by Individual Wells
Bland County 5,048 2,706 791 1,551
Carroll County* 26,638 9,068 902 16,668
Grayson County* 15,102 805 324 13,973
Smyth County* 22,701 11,527 4,776 6,398
Washington County* 40,968 39,873 0 1,095
Wythe County* 18,445 8,843 146 9,456
City of Bristol 17,367 17,347 0 20
City of Galax 6,837 6,700 0 137
2.9 Residences and Businesses that are Self-Supplied and Individual Wells
Withdrawing less than 300,000 Gallons per Month
To estimate the residences and businesses that are self-supplied and served by individual
groundwater wells withdrawing less than 300,000 gallons per month, the population served by
both public and private community water systems was determined. Population served by public
community water systems was provided by each jurisdiction, Population served by private
community water systems was provided by VDH. The total population for each jurisdiction was
provided by the 2000 US Census Bureau.
A summary of the population served by individual wells by jurisdiction is included in Table 2.9.
The population served by individual wells was estimated by subtracting the population served by
public and private community water systems from the total population. It is important to note
that the total county populations do not include the towns within the respective county. In
addition, many of the towns serve areas in their respective county that are outside the city/town
limits. The population served by the respective public community water system outside the
city/town limits and in the respective county is included in the ‘Population Served by Public
CWS’ for the respective county. For example, the total population for the Town of Chilhowie in
2000 was approximately 1,827 people. The Town of Chilhowie public community water system
serves approximately 4,482 people. The additional 2,655 people served by the Town of
Chilhowie public community water system are located Smyth County and were included in the
“Population Served by Public CWS’ for Smyth County in Table 2.9.
Table 2.9: Estimated Population Served by Individual Residential Wells by Jurisdiction.
Ma Population — Estimated Estimated
Jurisdiction Population | Served by Public | Population Served | Population Served
cws by Private CWS | by Individual Wells
Bland County 5,048 2,706 791 1,351
Carroll County* 26,638 9,068 902 16,668
Grayson County* 15,102 805 324 13,973
Smyth County* 22,701 11,527 4,776 6,398
Washington County* | 40,968 39,873, 0 1,095
‘Wythe County* 18,445 8,843 146 9,456
City of Bristol 17,367 17,347 0 20
City of Galax 6,837 6,700 0 137
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2.9.1 Scott County
4
41,130 Residential, 20 Non-residential
2.9.2 Lee County
5
2,300 Residential
2.9.3 Wise County
5
4,400 Residential
2.9.4 Tazewell County
5
5,360 Residential, 60 Non-residential
4
The estimated number of self-supplied users has been determined by subtracting the number of connections
reportedly served by community water systems from the total number of reported housing units and business
establishments in each county/city. (9 VAC 25-780-70 J)
Town of Abingdon 7,780 7,780 0 0
Town of Chilhowie 1,827 1,827 0 0
Town of Damascus 981 981 0 0
Town of Fries 614 614 0 0
Town of Glade
Spring
1,374 1,374 0 0
Town of Hillsville 2,607 2,607 0 0
Town of
Independence
971 971 0 0
Town of Marion 6,349 6,349 0 0
Town of Rural
Retreat
1,350 1,350 0 0
Town of Saltville 2,204 2,204 0 0
Town of Troutdale 1,230 188 0 1,042
Town of Wytheville 7,804 7,804 0 0
Total 188,197 130,918 6,939 50,340

Total county population does not include the towns within the respective county.

** City/Town serves areas in respective county outside city/town limits.  The population served by the
respective public CWS is included in the ‘Population Served by Public CWS’ for the respective county.
Town of Abingdon 7,780 7,780 0 0
Town of Chilhowie 1,827 1,827 0 0
Town of Damascus 981 981 0 0
Town of Fries 614 614 0 0
Town of Glade 1,374 1,374 0 0
Spring
Town of Hillsville 2,607 2,607 0 0
Town of
Independence o7 on ° °
Town of Marion 6349 6349 0 0
Town of Rural 1350 1350 0 °
Retreat 7 ”
Town of Saltville 2,204 2,204 0 0
Town of Troutdale 1,230 188 0 1042
Town of Wytheville 7,804 7,804 i) 0
Total 188,197 130,918 6,939 50,340

Total county population does not include the towns within the respective county.

** City/Town serves areas in respective county outside city/town limits. The population served by the
respective public CWS is included in the ‘Population Served by Public CWS’ for the respective county.
2.9.1
2.9.2
2.9.3
2.9.4
Scott County*
© 41,130 Residential, 20 Non-residential
Lee County>
© 2,300 Residential
Wise County*
© 4,400 Residential
Tazewell County*
© 5,360 Residential, 60 Non-residential
“The estimated number of self-supplied users has been determined by subtracting the number of connections
reportedly served by community water systems from the total number of reported housing units and business
establishments in each county/city. (9 VAC 25-780-70 J)
Regional Water Supply Plan
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49
Regional Water Supply Plan
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50
2.9.5 Dickenson County
5
920 Residential, 5 Non-residential
2.9.6 Buchanan County
5
4,000 Residential, 40 Non-residential
2.9.7 Russell County
5
5,910 Residential, 45 Non-residential
2.10 Summary of Findings and Recommendations from Source Water Assessment
Plans and Wellhead Protection Plans
5
There are no known Source Water Assessment Plans (SWAPs) and/or Wellhead Protection Plans
in the MRPDC region for the counties of Bland, Carroll, Grayson, Smyth, Washington, and
Wythe; the cities of Bristol and Galax, and the towns of Abingdon, Chilhowie, Damascus, Fries,
Glade Spring, Hillsville, Independence, Marion, Rural Retreat, Saltville, Troutdale, and
Wytheville. In addition, there are no known SWAPs or Wellhead Protection Plans in the
Cumberland Plateau PDC region for the counties of Buchanan, Dickenson, Russell, and
Tazewell and the towns of Grundy, Clinchco, Clintwood, Haysi, Cleveland, Honaker, Lebanon,
Bluefield, Cedar Bluff, Pocahontas, Richlands, and Tazewell or in the LENOWISCO region for
the counties of Lee, Scott, and Wise; the City of Norton; and the towns of Jonesville, Pennington
Gap, St. Charles, Appalachia, Big Stone Gap, Coeburn, Pound, St. Paul, Wise, Clinchport,
Duffield, Dungannon, Gate City, Nickelsville, and Weber City.
**Need to update this section to include SWAPs for Rural Retreat, Rye Valley Water Authority,
and Saltville.
5
9 VAC 25-780-70 K.
2.9.5 Dickenson County*
© 920 Residential, 5 Non-residential
2.9.6 Buchanan County*
© 4,000 Residential, 40 Non-residential
2.9.7 Russell County*
© 5,910 Residential, 45 Non-residential
2.10 Summary of Findings and Recommendations from Source Water Assessment
Plans and Wellhead Protection Plans*
‘There are no known Source Water Assessment Plans (SWAPs) and/or Wellhead Protection Plans
in the MRPDC region for the counties of Bland, Carroll, Grayson, Smyth, Washington, and
Wythe; the cities of Bristol and Galax, and the towns of Abingdon, Chilhowie, Damascus, Fries,
Glade Spring, Hillsville, Independence, Marion, Rural Retreat, Saltville, Troutdale, and
Wytheville. In addition, there are no known SWAPs or Wellhead Protection Plans in the
Cumberland Plateau PDC region for the counties of Buchanan, Dickenson, Russell, and
Tazewell and the towns of Grundy, Clincheo, Clintwood, Haysi, Cleveland, Honaker, Lebanon,
Bluefield, Cedar Bluff, Pocahontas, Richlands, and Tazewell or in the LENOWISCO region for
the counties of Lee, Scott, and Wise; the City of Norton; and the towns of Jonesville, Pennington
Gap, St. Charles, Appalachia, Big Stone Gap, Coebum, Pound, St. Paul, Wise, Clinchport,
Duffield, Dungannon, Gate City, Nickelsville, and Weber City.
**Need to update this section to include SWAPs for Rural Retreat, Rye Valley Water Authority,
and Saltville.
*9 VAC 25-780-70 K.
Regional Water Supply Plan
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