HomeMy WebLinkAbout2001 Roanoke Sec A Chap 2Section A: Chapter 2 – Roanoke River Basin Overview 8
Chapter 2 -
Roanoke River Basin Overview
2.1 General Overview
The Roanoke River begins in the Blue Ridge Mountains of northwestern Virginia and flows in a
generally southeastern direction for 400 miles before emptying into the Albemarle Sound in
eastern North Carolina (Figure A-4). By the time it reaches the fall line near Roanoke Rapids,
the river has captured water from nearly 8,000 square miles of land. From Roanoke Rapids to
the coast, the river drains another 2,000 square miles and carries more water than any other river
in North Carolina. In the lower portion of the basin, the river carved a floodplain up to five miles
wide, where radio carbon-dating of sediment indicates
that deeper soils washed down from the piedmont over
200 years ago as settlers began to clear the land.
The North Carolina portion of the Roanoke basin is
composed of two major parts: the Dan River and its
tributaries in the western section (Figure A-5); and the
Roanoke River from Virginia to the Sound in the
eastern section (Figure A-6). The Roanoke River
enters North Carolina through John H. Kerr Reservoir
and then flows into Lake Gaston and Roanoke Rapids
Lake before regaining its riverine form.
There are 15 counties and 42 municipalities located
wholly or partially within the basin. The most populated areas are located northeast of the
Greensboro/ Winston-Salem/High Point area and around the larger municipalities in the basin
such as Roanoke Rapids, Eden, Williamston and Plymouth. The overall population density is
107 persons per square mile versus a statewide average of 139 persons per square mile.
Sixty percent of the land in the basin is forested and about twenty-two percent is in cultivated
cropland. Tobacco, peanuts, cotton and soybeans are among the most common crops grown.
Only six percent of the land falls into the urban/built-up category. Despite the large amount of
cultivated cropland and the relatively small amount of urban area, the basin has seen a significant
decrease (-105,300 acres) in cultivated cropland and increase (+77,700 acres) in built-up areas
over the past fifteen years (USDA, 1999).
The upper Dan River is classified as trout waters, and part of the area is also designated a State
Water Trail by the NC Division of Parks and Recreation. The lower portion of the basin contains
some of the largest intact and least disturbed bottomland hardwood and cypress-tupelo
ecosystems on the Atlantic Coast of North America. It is also important habitat for anadromous
fish, including striped bass, as well as black bear, bobcat, large populations of wild turkey, 14
species of waterfowl, and 220 additional species of birds.
Roanoke River Basin Statistics
(NC Portion)
Total Area: 3,503 sq. miles
Stream Miles: 2,213
No. of Counties: 15
No. of Municipalities: 42
No. of Subbasins: 10
Population (2000): 335,194*
Estimated Pop. (2020): 356,722*
% Increase (2000-2020): 6.4%
Pop. Density (1990): 107 persons/sq. mi.
* Based on % of county land area estimated
to be within the basin (Table A-11).
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Section A: Chapter 2 – Roanoke River Basin Overview 12
2.2 Local Governments and Planning Jurisdictions in the Basin
The Roanoke River basin encompasses all or portions of fifteen counties and forty-two
municipalities. Table A-3 provides a listing of these municipalities, along with the appropriate
regional planning jurisdiction (Council of Governments), and an estimation, provided by the NC
Center for Geographic Information and Analysis, of the percentage of each county’s area that lies
within the basin. Seventeen municipalities are located in more than one major river basin.
Table A-3 Local Governments and Planning Units within the Roanoke River Basin
County % of County
in basin
Region Municipalities
Bertie 70% Q Askewville, Aulander*
Kelford, Lewiston-Woodville
Roxobel, Winsdor
Caswell 90% G Milton
Yanceyville
Forsyth 21% I Kernersville* (♦), Rural Hall*
Walkertown*
Granville 33% K Stovall
Guilford <2% G Kernersville* (♦), Stokesdale*
Halifax 40% L Halifax, Hobgood*
Littleton*, Roanoke Rapids
Scotland Neck*, Weldon
Martin 75% Q Hamilton, Hassell
Jamesville, Oak City
Williamston
Northampton 35% L Garysburg, Gaston*
Jackson*, Rich Square*
Orange 2% J None
Person 60% K Roxboro*
Rockingham 81% G Eden, Madison
Mayodan, Reidsville*
Stoneville, Wentworth
Stokes 85% I Danbury
Walnut Cove
Surry 3% I None
Vance 52% K Henderson*
Middleburg*
Warren 38% K Macon*
Norlina*
Washington 13% R Plymouth
* Located in more than one major river basin.
♦Located in more than one county.
Note: Counties adjacent to and sharing a border with a river basin are not included as part of that basin if only a trace amount of the county (<2%) is
located in that basin, unless a municipality is located in that county. (Note: Guilford County is included because of the municipalities,
Kernersville and Stokesdale.)
Region Name Location
G Piedmont Triad Council of Governments Greensboro
I Northwest Piedmont Council of Governments Winston-Salem
J Triangle J Council of Governments Research Triangle Park
K Kerr-Tar Regional Council of Governments Henderson
L Regional L Council of Governments Rocky Mount
Q Mid-East Commission Washington
R Albemarle Regional Planning and Development Commission Hertford
Section A: Chapter 2 – Roanoke River Basin Overview 13
2.3 Surface Water Hydrology
Most federal government agencies, including the US Geological Survey (USGS) and the US
Natural Resources Conservation Service (NRCS), use a system of defining watersheds that is
different from that used by the Division of Water Quality (DWQ) and many other state agencies
in North Carolina. Under the federal system, the Roanoke River basin is made up of five
hydrologic areas referred to as hydrologic units. These include the Dan River in North Carolina,
Country Line Creek and Hyco Reservoir, Kerr Reservoir and tributaries, Lake Gaston and Smith
Creek, and the Roanoke and Cashie Rivers. Each hydrologic unit is defined by an 8-digit
number. DWQ has a two-tiered system in which the state is subdivided into 17 river basins with
each basin further subdivided into subbasins. Table A-4 compares the two systems. The
Roanoke River basin is subdivided by DWQ into ten subbasins. Maps of each subbasin are
included in Section B.
Table A-4 Hydrologic Subdivisions in the Roanoke River Basin
Watershed Name
and Major Tributaries
USGS 8-digit
Hydrologic Units
DWQ Subbasin
6-digit Codes
Dan River (NC Portion)
Town Fork, Snow, Wolf Island and Hogans Creeks
Smith and Mayo Rivers and Belews Lake
03010103 03-02-01
03-02-02
03-02-03
Country Line Creek and Hyco Reservoir
Country Line, Hyco and Marlowe Creeks
Hyco and Mayo Reservoirs
03010104 03-02-04
03-02-05
Kerr Reservoir and tributaries
Grassy, Island and Nutbush Creeks
03010102 03-02-06
Lake Gaston and Smith Creek 03010106 03-02-07
Roanoke and Cashie Rivers
Roanoke Rapids Lake and Roquist Creek
Quankey, Conoho, Hardison Mill and Welch Creeks
Conconnara, Kehukee and Connaritsa Swamps
03010107 03-02-08
03-02-09
03-02-10
The entire Roanoke River basin is approximately 9,776 square miles in size. In the North
Carolina portion (roughly 36 percent of the entire watershed), 2,212 miles of freshwater streams
drain 3,503 square miles of terrain. The upper portion of the basin in North Carolina lies
primarily in the Piedmont Physiographic Region. This region is characterized by rolling hills
and geologic formations consisting of crystalline or sedimentary rocks. Because of the moderate
topography, more streams drain a smaller amount of land, increasing the drainage density. The
drainage density in this portion of the basin is 0.97-0.74 compared to 0.62-0.51 in the lower
portion of the basin.
Areas with high drainage density are associated with high flood peaks, high sediment production,
relatively low suitability for traditional agriculture, and high development costs for the
construction of buildings and the installation of roads and bridges. Within the North Carolina
portion of the Roanoke River basin, subbasin 03-02-01 has the highest drainage density, while
subbasin 03-02-09 has the lowest.
Section A: Chapter 2 – Roanoke River Basin Overview 14
The lower portion of the basin lies in the Coastal Plain Physiographic Region. The geology of
this area consists of alternating layers of sand, silt, clay and limestone. In this portion of the
basin, the land is relatively flat. The slope dips downward at a rate of only a few feet per mile.
A smaller number of streams drain a large area of land on the Coastal Plain. In addition to low
drainage density, the lower portion of the basin also has the lowest potential for sustaining base
flow in streams. The low flow frequency, measured by a 7Q10 (annual minimum 7-day
consecutive low flow, which on average, will be exceeded 9 out of 10 years) flow calculation, is
zero for all but the largest drainages. This very low flow over the warmest months of the year
limits streams’ ability to maintain high dissolved oxygen levels (increased temperature depletes
dissolved oxygen while decreased velocity inhibits reaeration). The capacity for assimilating
oxygen-consuming wastes is also limited under these conditions. DWQ limits discharges
containing oxygen-consuming wastes into these low base flow streams (refer to Chapter 4 of this
section for further information).
Hydrologic Features
There are 11 major reservoirs in the North Carolina portion of the Roanoke River basin. Most of
them are located in the upper portion of the basin on tributaries of the Dan and Roanoke Rivers.
The three largest reservoirs, Kerr, Gaston and Roanoke Rapids, are impoundments of the
Roanoke mainstem. They are managed by the US Army Corps of Engineers and Dominion
(formerly North Carolina Power) for electrical energy production and flood control. Flow from
these reservoirs influences the quality of water in the lower Roanoke River. In addition to
general protection of aquatic life and secondary recreation, seven lakes are classified for primary
recreation and nine are designated drinking water supplies (Table A-5).
Table A-5 Statistics for Major Lakes (Entire Size Calculations) in the Roanoke River Basin
Subbasin/Lake County Classification*
Surface
Area (Ac)
Mean
Depth (ft)
Volume
(x 106 m3)
Watershed
(mi2)
03-02-01
Hanging Rock Lake Stokes B 12 2 0.003 1.1
Kernersville Res. Forsyth WS-IV, CA 45 16 0.4 5.3
Belews Lake Forsyth/Stokes/
Rockingham/Guilford
WS-IV, B, C 4,030 49 228 46
03-02-04
Farmer Lake Caswell WS-II, CA 368 20 6.5 48
03-02-05
Hyco Lake Person/Caswell WS-V, B 3,750 20 99 188
Lake Roxboro Person WS-II, B 195 20 10.8 24
Roxboro Lake Person WS-II, CA 212 12 0.3 196
Mayo Res. Person WS-V, B 2,800 30 105 51
03-02-06
John H. Kerr Res.Warren/Vance/
Granville
B, C 48,999 35 448 7,610
03-02-07
Lake Gaston Warren/Halifax/
Northampton
WS-V, WS-IV,
B, CA
20,299 20 512 8,239
03-02-08
Roanoke Rapids Res. Northampton/ Halifax WS-IV, B, CA 4,893 16 96 8,294
* An index for DWQ freshwater classifications can be found in Part 3.2 of this section (Table A-20).
Section A: Chapter 2 – Roanoke River Basin Overview 15
The lower Roanoke River basin contains extensive wetland communities also. More than
150,000 acres of bottomland hardwood and swamp forest communities provide valuable
functions in terms of hydrology and water quality including water, nutrient and sediment
retention, bank stabilization, and water purification and pollutant removal (especially for
nutrients). Refer to Part 2.6 of this chapter for further information about these natural resources.
2.4 Land Cover
Land cover information in this section is from the most current National Resources Inventory
(NRI), as developed by the Natural Resources Conservation Service (USDA, March 2000). The
NRI is a statistically-based longitudinal survey that has been designed and implemented to
inventory land cover types and acreages. The NRI provides results that are nationally and
temporally consistent for four points in time -- 1982, 1987, 1992 and 1997.
In general, NRI protocols and definitions remain fixed for each inventory year. However, part of
the inventory process includes reviewing previously recorded data when determinations are made
for the new inventory year. For those cases where a protocol or definition needs to be modified,
all historical data must be edited and reviewed on a point-by-point basis to make sure that data
for all years are consistent and properly calibrated. The following excerpt from the Summary
Report: 1997 National Resources Inventory provides guidance for use and interpretation of
current NRI data:
The 1997 NRI database has been designed for use in detecting significant changes in resource
conditions relative to the years 1982, 1987, 1992 and 1997. All comparisons for two points in
time should be made using the new 1997 NRI database. Comparisons made using data previously
published for the 1982, 1987 or 1992 NRI may provide erroneous results because of changes in
statistical estimation protocols, and because all data collected prior to 1997 were simultaneously
reviewed (edited) as 1997 NRI data were collected.
Table A-6 summarizes acreage and percentage of land cover from the 1997 NRI for the North
Carolina portion of the basin and for the major watersheds within the basin, as defined by the
USGS 8-digit hydrologic units. Data from 1982 are also provided for a comparison of change
over fifteen years. During this period, the amount of cultivated cropland in the basin decreased
significantly (-105,300 acres), while the amount of uncultivated cropland almost doubled
(+21,600 acres). Land in the urban/built-up category increased 132.8 percent or 77,700 acres.
Land in the "Other" category also increased over the 15-year time frame (+1,300 acres). Figure
A-7 presents these land cover changes. Descriptions of land cover types identified by the NRI
are found in Table A-7.
Section A: Chapter 2 – Roanoke River Basin Overview 16
Table A-6 Estimated Land Cover Acreage for the Roanoke River Basin - 1982 vs. 1997
(Source: USDA-NRCS, March 2000)
MAJOR WATERSHED AREAS*
Upper Lower Middle Roanoke Lower %
Dan Dan Roanoke Rapids Roanoke 1997 TOTALS 1982 TOTALS change
Acres Acres Acres Acres Acres Acres % of Acres % of since
LAND COVER (1000s) % (1000s) % (1000s) % (1000s) % (1000s) % (1000s) TOTAL (1000s) TOTAL 1982
Cult. Crop 77.2 13.9 57.5 12.1 22.3 11.3 21.0 12.4 198.7 24.4 376.7 17.0 482.0 21.8 -21.8
Uncult. Crop 29.0 5.2 10.1 2.1 2.2 1.1 5.4 3.2 0.0 0.0 46.7 2.1 25.1 1.1 86.1
Pasture 27.8 5.0 28.1 5.9 15.2 7.7 4.0 2.4 11.7 1.4 86.8 3.9 110.2 5.0 -21.2
Forest 318.0 57.3 329.0 69.0 108.0 54.6 89.2 52.8 517.0 63.4 1361.2 61.5 1363.3 61.5 -0.2
Urban & Built-Up 58.8 10.6 19.0 4.0 8.5 4.3 15.8 9.4 34.1 4.2 136.2 6.1 58.5 2.6 132.8
Federal 0.0 0.0 0.0 0.0 14.0 7.1 0.0 0.0 6.2 0.8 20.2 0.9 16.9 0.8 19.5
Other 44.4 8.0 33.4 7.0 27.7 14.0 33.4 19.8 48.3 5.9 187.2 8.5 159.0 7.2 17.7
Totals 555.2 477.1 197.9 168.8 816.0 2215.0 2215.0
% of Total Basin 25.1 21.5 8.9 7.6 36.8 100.0 100.0
SUBBASINS 03-02-01 03-02-02 03-02-03 03-02-04 03-02-06 03-02-07 03-02-08 03-02-09
03-02-03 03-02-05 03-02-06 03-02-08 03-02-10
8-Digit 03010103 03010104 03010102 03010106 03010107
Hydraulic Units
* Watershed areas as defined by the 8-Digit Hydraulic Units do not necessarily coincide with subbasin numbers used by DWQ.
-125
-100
-75
-50
-25
0
25
50
75
100
Land Use Type
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Cult. Crop
-21.8%
Uncult. Crop
86.1%
Pasture
-21.2%
Forest
-0.2%
Urban/Built-up
132.8%
Federal
19.5%
Other
17.7%
Figure A-7 Land Cover Changes from 1982 to 1997 for the Roanoke River Basin
Section A: Chapter 2 – Roanoke River Basin Overview 17
Table A-7 Description of Land Cover Types (USDA-NRCS 1997 NRI)
Type Description
Cultivated Cropland Harvestable crops including row crops, small-grain and hay crops, nursery and orchard
crops, and other specialty crops.
Uncultivated Cropland Summer fallow or other cropland not planted.
Pastureland Includes land that has a vegetative cover of grasses, legumes and/or forbs, regardless of
whether or not it is being grazed by livestock.
Forestland At least 10 percent stocked (a canopy cover of leaves and branches of 25 percent or
greater) by single-stemmed trees of any size which will be at least 4 meters at maturity,
and land bearing evidence of natural regeneration of tree cover. The minimum area for
classification of forestland is 1 acre, and the area must be at least 1,000 feet wide.
Urban and Built-up
Areas
Includes airports, playgrounds with permanent structures, cemeteries, public
administration sites, commercial sites, railroad yards, construction sites, residences, golf
courses, sanitary landfills, industrial sites, sewage treatment plants, institutional sites,
water control structure spillways and parking lots. Includes highways, railroads and
other transportation facilities if surrounded by other urban and built-up areas. Tracts of
less than 10 acres that are completely surrounded by urban and built-up lands.
Other Rural Transportation: Consists of all highways, roads, railroads and associated rights-
of-way outside urban and built-up areas; private roads to farmsteads; logging roads; and
other private roads (but not field lanes).
Small Water Areas: Waterbodies less than 40 acres; streams less than 0.5 miles wide.
Census Water: Large waterbodies consisting of lakes and estuaries greater than 40 acres
and rivers greater than 0.5 miles in width.
Minor Land: Lands that do not fall into one of the other categories.
The North Carolina Corporate Geographic Database contains land cover information for the
Roanoke River basin based on satellite imagery from 1993-1995. The state’s Center for
Geographic Information and Analysis (CGIA) developed 24 categories of statewide land cover
information. For the purposes of this report, those categories have been condensed into five
broader categories as described in Table A-8. An important distinction between this land cover
dataset and that of the NRI is that there is no actual groundtruthing of the satellite-generated data.
Figure A-8 provides an illustration of the relative amount of land area that falls into each major
cover type for the Roanoke River basin. Section B of this plan provides land cover data specific
to each subbasin.
Unfortunately, due to differences in the system of categorizing various land cover classes, it is
not currently possible to establish trends in land cover changes by comparing this data set to
previously attained land cover data. However, it is anticipated that comparisons will be possible
with future satellite data since a strong consensus-based effort was made to develop the
classification system that was used with the 1993-1995 data.
Section A: Chapter 2 – Roanoke River Basin Overview 18
Table A-8 Description of CGIA Land Cover Categories
Land Cover Type Land Cover Description
Urban Greater than 50% coverage by synthetic land cover (built-upon area) and
municipal areas.
Cultivated Areas that are covered by crops that are cultivated in a distinguishable pattern.
Pasture/Managed Herbaceous Areas used for the production of grass and other forage crops and other
managed areas such as golf courses and cemeteries. Also includes upland
herbaceous areas not characteristic of riverine and estuarine environments.
Forest/Wetland Includes salt and freshwater marshes, hardwood swamps, shrublands and all
kinds of forested areas (such as needleleaf evergreens, deciduous hardwoods).
Water Areas of open surface water, areas of exposed rock, and areas of sand or silt
adjacent to tidal waters and lakes.
Roanoke River Basin Satellite-Generated
Land Cover (1993-1995)
Forest/
Wetland
73%
Cultivated
12%
Pasture/Managed
Herbaceous
11%
Water
3%
Urban
1%
Figure A-8 Percentages within Major Land Cover Categories in the Roanoke River Basin
2.5 Population and Growth Trends
Population
The Roanoke River basin in North Carolina has an estimated population of 263,691 based on
1990 census data. Table A-9 presents census data for 1970, 1980 and 1990. It also includes
population densities (persons/square mile) based on land area for each subbasin. Most of the
basin’s population (56 percent) is located in subbasins 03-02-09 (Martin, part of Bertie, and
Washington counties), 03-02-01 (Stokes and Forsyth counties), and 03-02-08 (Halifax and
Northampton counties). These three subbasins contain approximately 148,055 people.
Section A: Chapter 2 – Roanoke River Basin Overview 19
Table A-9 Roanoke River Subbasin Population (1970, 1980, 1990), Percent Population
Change and Land Area Summaries
POPULATION 1 POPULATION DENSITY 2 LAND AND WATER AREAS 3
(Number of Persons) (Persons/Square Mile) Total Land and Water Area Land Area Water Area
SUBBASIN 1970 1980 1990 1970 1980 1990 (Acres) (Sq. Miles) (Sq. Miles) (Sq. Miles)
03-02-01 29,829 47,011 45,777 67 106 103 289,919 453 445 8
03-02-02 18,910 20,957 19,588 83 92 86 147,839 231 229 2
03-02-03 11,103 11,980 11,695 33 36 35 217,599 340 335 5
03-02-04 26,709 27,971 27,208 113 119 115 152,959 239 236 3
03-02-05 6,747 10,175 9,903 21 32 31 215,679 337 322 15
03-02-06 20,311 22,904 21,604 69 78 73 210,559 329 295 34
03-02-07 6,676 6,681 8,338 38 38 48 124,800 195 174 21
03-02-08 41,640 42,627 43,392 88 90 91 328,319 513 473 40
03-02-09 48,718 58,768 58,886 112 135 135 357,758 559 435 124
03-02-10 14,982 15,859 17,300 52 55 60 196,479 307 290 17
TOTALS 225,625 264,933 263,691 70 82 82 2,241,910 3,503 3,234 269
1 Population estimated based on US Census data and percentage of census block that falls within the subbasin.
2 Population density based on land area only. Large wetlands (swamps) not included in area used to calculate density.
3 Information generated by the NC Center for Geographic Information Analysis, August 2000.
In using these data, it should be noted that some of the population figures are estimates because
the census block group boundaries do not generally coincide with subbasin boundaries. The
census data are collected within boundaries such as counties and municipalities. By contrast, the
subbasin lines are drawn along natural drainage divides separating watersheds. Therefore, where
a census block group straddles a subbasin line, the percentage of the population that is located in
the subbasin is estimated, assuming that population density is evenly distributed throughout a
census block group. This is not always the case; however, the level of error associated with this
method is not expected to be significant for the purposes of this document. It is also important to
note that the census block groups change every ten years so comparisons between years must be
considered approximate. Figure A-9 displays estimated 1998 population density information by
county.
Growth Trends
Population in the North Carolina portion of the Roanoke River basin overall decreased slightly
(1,242 people) between 1980 and 1990. Figure A-10 presents projected population growth by
county (1998-2018) for the Roanoke River basin in North Carolina. Stokes and Granville
counties are growing the fastest, with projections indicating a 20-40 percent increase in
population. Almost all of Stokes County is contained within the basin, but only 33 percent of
Granville County falls within the boundary.
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Section A: Chapter 2 – Roanoke River Basin Overview 22
Table A-10 presents population data for municipalities with populations greater than 2,000
persons, located wholly or partly within the basin. Figure A-11 graphically depicts population
data for selected municipalities in the North Carolina portion of the Roanoke River basin.
Table A-10 Population and Percent Change for Municipalities Greater Than 2,000 Located
Wholly or Partly in the Basin as of March 2001 (NC Municipal Population, 2000)
Municipality County Apr-80 Apr-90 Apr-2000
Percent Change
(1980-90)
Percent Change
(1990-2000)
Eden Rockingham 15,672 15,238 15,908 -2.8 4.4
Henderson Vance 13,522 15,655 16,095 15.8 2.8
Kernersville Forsyth/Guilford 5,875 10,899 17,126 85.5 57.1
Madison Rockingham 2,806 2,371 2,262 -15.5 -4.6
Mayodan Rockingham 2,627 2,471 2,417 -5.9 -2.2
Plymouth Washington 4,571 4,328 4,107 -5.3 -5.1
Reidsville Rockingham 12,492 12,183 14,485 -2.5 18.9
Roanoke Rapids Halifax 14,702 15,722 16,957 6.9 7.9
Roxboro Person 7,532 7,332 8,696 -2.7 18.6
Rural Hall Forsyth 1,336 1,652 2,464 23.7 49.2
Scotland Neck Halifax 2,834 2,575 2,362 -9.1 -8.3
Stokesdale Guilford 1,973 2,134 3,297 8.2 54.5
Walkertown Forsyth 1,321 1,200 4,009 -9.2 234.1
Williamston Martin 6,159 5,503 5,843 -10.7 6.2
Windsor Bertie 2,126 2,209 2,283 3.9 3.3
Yanceyville Caswell 1,869 1,973 2,091 5.6 6.0
• - The numbers reported reflect municipality population; however, these municipalities are not entirely within the basin.
The intent is to demonstrate growth for municipalities located wholly or partially within the basin.
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Figure A-11 Population Data for Selected Municipalities in the North Carolina Portion of the
Roanoke River Basin
Section A: Chapter 2 – Roanoke River Basin Overview 23
Table A-11 shows the projected percent change in growth between 1990 and 2020 for counties
within the basin. Since river basin boundaries do not coincide with county boundaries, these
numbers are not directly applicable to the Roanoke River basin. They are instead presented as an
estimate of possible countywide population changes.
Table A-11 Past, Projected and Change in Population (2000 to 2020) by County as of March
2001 (Source: Office of State Planning, 2001)
County 2000
Estimated
Population
2020
Estimated
Population Change
2000-2020
Bertie 13,841 13,218 -623
Caswell 21,151 21,444 293
Forsyth 64,274 71,939 7,665
Granville 16,004 18,303 2,299
Halifax 22,948 21,450 -1,498
Martin 19,195 18,547 -648
Northampton 7,730 6,761 -969
Orange * 2,365 2,956 591
Person 21,374 23,149 1,775
Rockingham 74,462 75,411 949
Stokes 38,004 48,378 10,374
Surry * 2,137 2,316 179
Vance 22,336 24,138 1,802
Warren 7,589 7,312 -277
Washington 1,784 1,400 -384
Subtotal 335,194 356,722 21,528
* Less than 5% of the county is in this basin.
Note: Values have been adjusted based on the percent of county (>2%) located in the
Roanoke River basin (Table A-3).
2.6 Natural Resources
2.6.1 Public Lands in the Roanoke River Basin
Figure A-12 shows public lands and significant natural heritage areas in the Roanoke River
basin. Hanging Rock State Park is situated among the Sauratown Mountains, an isolated group
of low elevation mountains. The most prominent feature of the park is its series of steep,
quartzite-capped ridges dissected by Cascade and Indian Creeks. Three rare caddisflies (aquatic
insects indicative of good water quality) are found in Cascade Creek within the park. Several
rare fish species, some of which are found nowhere else in North Carolina, have been observed
in a section of the Dan River which flows through the park. Refer to Part 2.6.4 for a listing of
rare species.
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The Caswell Game Land protects much of one of the most extensive and high quality tracts of
mature piedmont second-growth upland hardwood forest in the state. Country Line Creek flows
through part of the game lands.
In the eastern portion of the basin, the Roanoke River floodplain contains the largest intact and
least disturbed bottomland hardwood and cypress-tupelo ecosystems on the Atlantic Coast of
North America. In 1990, the US Fish and Wildlife Service and the NC Wildlife Resources
Commission began acquiring property within the floodplain. Together, the Roanoke River
National Wildlife Refuge and the Roanoke River Wetlands Game Land now protect over 28,000
acres. In addition, The Nature Conservancy, a nonprofit conservation group, has a cooperative
agreement to manage and protect about 21,000 acres of land, owned by Georgia-Pacific, within
the floodplain. Refer to the following sections for more information regarding the extent of its
ecological significance.
2.6.2 Ecological Significance of the Roanoke River Basin
Several important aquatic habitats are located in the Roanoke River basin. The section of the
Dan River in Rockingham County (mentioned above) harbors several rare fish species, primarily
the riverweed darter, bigeye jumprock and Roanoke hog sucker. The Mayo River, a
south-flowing river tributary of the Dan River, is home to some of these same rare fish. A
section of Aarons Creek in Granville County supports rare freshwater mussels including the
Atlantic Pigtoe and Brook Floater; and Country Line Creek, in Caswell County, also contains an
assemblage of rare mussel species, in addition to the riverweed darter.
Wetlands
Wetlands are transitional areas between land and water, such as swamps and marshes. Some are
connected to streams; and others, such as low lying pine plantations and pocosins, are not.
Wetlands provide a variety of benefits to society and are very important in watershed planning
because of the functions they perform. Wetlands provide retention of flood waters to protect
property values; streambank stabilization to prevent erosion and downstream sedimentation;
water purification and pollutant removal (especially for nitrogen and phosphorus); habitat for
aquatic life, and wildlife and endangered species protection. These values vary greatly with
wetland type. Wetlands adjacent to intermittent and permanent streams are most important to
protecting water quality in those streams, as well as downstream lakes and estuaries. However,
wetlands located landward or away from streams also have important water storage capacity and
pollutant removal potential.
Over the years, approximately half of North Carolina’s wetlands have been lost to development,
farming and forestry practices. Wetlands now only cover about 25 percent of the state’s land
area. The lower Roanoke River floodplain contains perhaps some of the best remaining forested
wetland communities known to exist in the southeastern United States. The floodplain extends
about 130 miles along the lower Roanoke River and varies in width from three to five miles.
Surveys have documented 214 species of birds in the floodplain, including 88 resident breeding
species (55 resident and 33 neotropical). This is the highest density of nesting birds anywhere in
the state. Fourteen species of migratory waterfowl also use the wetlands in winter. Wildlife
Section A: Chapter 2 – Roanoke River Basin Overview 27
officials have estimated as many as 2,500 nesting pairs of waterbirds on Conine Island near
Williamston (NCWRC, November 1999).
Fisheries
The Roanoke River from the Roanoke Rapids dam downstream to the Albemarle Sound serves as
an important spawning and nursery area for several species of anadromous fish. Anadromous
fish are those that spend most of their adult lives in the ocean but migrate upstream into fresh
waters to spawn. Each of these species has specific flow and water quality requirements
necessary for successful spawning. In the Roanoke River, anadromous fish include striped bass,
American shad, hickory shad, blueback herring and alewife. The upper portions of the Roanoke
River also historically functioned as a spawning area for Atlantic sturgeon (a state and federally
listed species of special concern) and possibly shortnose sturgeon (a federally listed endangered
species). Juvenile Atlantic sturgeon have recently been collected in the western Albemarle
Sound. Although these fish have not yet been collected from the Roanoke River, biologists
suspect that the river provides the spawning and nursery area for these fish.
Anadromous fishes in the Roanoke River basin form the basis for recreational and commercial
fisheries that are important on a local, state and coast-wide basis. Because these fishes are
migratory and move across state jurisdictional lines, they are also regulated by federal agencies
including the US Fish and Wildlife Service, the National Marine Fisheries Service, and the
Atlantic States Marine Fisheries Commission. Fishery Management Plans for anadromous fish
implemented by these entities require that states develop and implement measures to protect
critical spawning and nursery area habitats.
To address the critical nature of maintaining flow and water quality for anadromous fishes in the
upper reaches of Roanoke River, the NC Wildlife Resources Commission (NCWRC) has
designated the portion of Roanoke River from the Roanoke Rapids dam downstream to the US
Highway 258 bridge as an Inland Primary Nursery Area (15A NCAC 10C .0500). The Fisheries
Reform Act of 1997 requires that the Marine Fisheries Commission, the Environmental
Management Commission and the Coastal Resources Commission prepare comprehensive
management plans for critical fisheries habitats. The Roanoke River plan will be developed
within the next five-year basinwide planning cycle. In the interim, the Marine Fisheries
Commission is considering designation of that portion of Roanoke River downstream of the US
Highway 258 bridge as an Anadromous Fish Spawning and Nursery Area, pursuant to the
Commission’s statutory authority.
The Roanoke River also supports significant recreational and subsistence fisheries for resident
fish species. Largemouth bass are sought by tournament anglers who travel to the Roanoke
River from across the state and from other states. Largemouth bass thrive in the river as a result
of the abundance of juvenile shad and herring. Tournament fishing on the Roanoke River occurs
nearly every weekend, boosting local economies. The Roanoke River is also very popular for its
bluegill, redear sunfish, crappie, white perch, yellow perch and catfish angling. Most anglers
seeking these species eat their catch, and many residents of counties adjacent to the Roanoke
River regularly supplement their diets with fish caught from it.
Section A: Chapter 2 – Roanoke River Basin Overview 28
2.6.3 Rare Aquatic and Wetland-Dwelling Animal Species
Table A-12 Rare and Threatened Aquatic Species in the Roanoke River Basin
(NC Natural Heritage Program, Division of Parks and Recreation, June 2000)
Major
Taxon
Common Name Scientific Name State
Status
fish Orangefin madtom Noturus gilberti E
fish Cutlips minnow Exoglossum maxillingua E
fish Rustyside sucker Thoburnia hamiltoni E
fish Riverweed darter Etheostoma podostemone SC
fish Bigeye jumprock Scartomyzon ariommus SC
fish Roanoke hog sucker Hypentelium roanokense SR
fish Carolina darter Etheostoma collis SC
aq insect Caddisfly Diplectrona metaqui SR
aq insect Caddisfly Psilotreta labida SR
aq insect Caddisfly Psilotreta frontalis SR
aq insect Caddisfly Diplectrona metaqui SR
aq insect Caddisfly Micrasema sprulesi SR
aq insect Caddisfly Ceraclea mentiea SR
aq insect Mayfly Ephemerella berneri SR
mollusk Green Floater Lasmigona subviridis E
mollusk James spinymussel Pleurobema collina E
mollusk Atlantic pigtoe Fusconaia masoni T
mollusk Squawfoot Strophitus undulatus T
mollusk Notched rainbow Villosa constricta SR
mollusk Brook floater Alasmidonta varicosa T
salamander Mole salamander Ambystoma talpoideum SC
2.6.4 Significant Natural Heritage Areas in the Roanoke River Basin
Occoneechee Neck Floodplain Forest
The privately-owned Occoneechee Neck Floodplain Forest contains some of the best remaining
examples of mature floodplain forest along the upper Roanoke River valley. This area also
contains several large beaver ponds, some of the oldest in the Roanoke floodplain and excellent
examples of this community type.
Buzzard Point/Ventosa Plantation
Partly within the Roanoke River Wetland Game Land, the Buzzard Point/Ventosa Plantation is a
large expanse of river floodplain with some of the best examples of typical bottomland and
Rare Species Listing Criteria
E = Endangered (those species in danger of becoming extinct)
T = Threatened (considered likely to become endangered within the foreseeable future)
SR = Significantly Rare (those whose numbers are small and whose populations need monitoring)
SC = Species of Special Concern
Section A: Chapter 2 – Roanoke River Basin Overview 29
swamp communities in the Roanoke system. Characteristics include levee forests, backswamps,
alluvial flats, sloughs, low and high ridges, and beaver ponds.
Broadneck Swamp
Part of the Roanoke River National Wildlife Refuge, Broadneck Swamp contains one of the best
mature natural levee forest communities in the Roanoke floodplain. A rare population of
Virginia bluebells has been observed on the levees. Additionally, the area contains the largest
swamp forest in the upper and middle portions of the floodplain of the Roanoke River. Bald
cypress and water tupelo dominate the backwater swamp canopy and are associated with an
understory of Carolina water ash. The swamp supports the second largest inland heron rookery
in North Carolina and provides important nesting and wintering habitat for ducks.
Conoho Neck Swamp
Conoho Neck Swamp is located along the lower reaches of Conoho Creek, within the floodplain
of the Roanoke River, and is protected as part of the Roanoke River Wetland Game Land. It is a
classic example of a "backswamp", a swamp formed by the natural levees along the main
channel of the river, which act as berms or dams, impeding drainage and holding water in during
the winter and spring months. The deeply flooded cypress-gum swamp forest is the dominant
natural community on this site and is influenced by both the blackwater Conoho Creek and
brownwater Roanoke River. Also found here is a fine example of a "yazoo" tributary, formed
when a tributary is deflected by the levee bordering the river and is forced to run parallel to the
mainstem of the river for some distance.
Devil’s Gut
Located in the lower floodplain of the Roanoke River, Devil’s Gut contains diverse alluvial
features such as filled river channels, point bars and natural levees. Long, narrow sand or loamy
ridges with levee forests of laurel oak, swamp chestnut oak, willow oak and water oak alternate
with parallel bands of bald cypress-water tupelo sloughs form a ridge and swale topography. An
old growth (up to 160-year-old trees) loblolly pine/American beech community, located on
higher slopes in the southeastern section of this site, supports the only known stand of American
beech in the North Carolina Coastal Plain.
Broad Creek Neck
Broad Creek Neck contains the largest expanse of contiguous cypress-water tupelo swamp forest
in the Roanoke River floodplain and probably in North Carolina. It also supports extensive river
frontage and several distributary streams, cypress-gum flats and tidally-influenced blackwater
stream/bayou communities. A portion of the natural area is within the Roanoke River National
Wildlife Refuge.
Roanoke River Delta Islands
This community consists of a series of islands and distributary channels at the mount of the
Roanoke River. An extensive tract of mature bald cypress/water/tupelo/Carolina water ash
swamp forest is second in size only to the nearby Broad Creek Neck. It supports a high density
of wildlife, including black bear, waterfowl and nesting neo-tropical songbirds. It also protects
important aquatic habitat for a diversity of fish. Much of the natural area is within the Roanoke
River National Wildlife Refuge.
Section A: Chapter 2 – Roanoke River Basin Overview 30
Roquist Pocosin
A large example of a rare non-riverine wetland in the Roanoke River basin is the privately-
owned Roquist Pocosin. The canopy contains trees averaging 17 inches in diameter, with trees
24-30 inches in diameter common. The forest is dominated by swamp black gum and red maple
with abundant remnant cypress. On the north side is a small but excellent quality non-riverine,
wet hardwood forest.
2.7 Permitted Wastewater and Stormwater Discharge Facilities
Discharges that enter surface waters through a pipe,
ditch or other well-defined point of discharge are
broadly referred to as ’point sources’. Wastewater point
source discharges include municipal (city and county)
and industrial wastewater treatment plants and small
domestic wastewater treatment systems serving schools,
commercial offices, residential subdivisions and
individual homes. Stormwater point source discharges
include stormwater collection systems for municipalities which serve populations greater than
100,000 and stormwater discharges associated with certain industrial activities. Point source
dischargers in North Carolina must apply for and obtain a National Pollutant Discharge
Elimination System (NPDES) permit. Discharge permits are issued under the NPDES program,
which is delegated to DWQ by the Environmental Protection Agency.
2.7.1 Wastewater Discharges in the Roanoke River Basin
Currently, there are 88 permitted wastewater discharges in the Roanoke River basin. Table A-13
provides summary information (by type and subbasin) about the discharges. Various types of
dischargers listed in the table are described in the inset box. A list of all facilities can be found in
Appendix I.
Table A-13 Summary of NPDES Dischargers and Permitted Flows
Roanoke River Subbasin
Facility Categories 01 02 03 04 05 06 07 08 09 10 TOTAL
Total Facilities 23 9 18 3 7 4 0 11 9 4 88
Total Permitted Flow (MGD) 1.3 4.1 19.8 0.5 26.03 4.2 0.0 41.7 87.5 1.3 186.3
Major Discharges 1140310431 18
Total Permitted Flow (MGD) 0.0 3.0 19.2 0.0 26.02 4.1 0.0 40.5 86.0 1.15 180.05
Minor Discharges 22 8 14 3 4 3 0 7 6 3 70
Total Permitted Flow (MGD) 1.3 1.1 0.6 0.5 0.01 0.01 0.0 1.2 1.5 0.15 6.3
100% Domestic Waste 18 4 9 1 2 2 0 5 3 2 46
Total Permitted Flow (MGD) 1.3 0.8 0.08 0.02 0.01 0.01 0.0 0.4 2.2 1.3 6.1
Municipal Facilities 2321110442 20
Total Permitted Flow (MGD) 0.6 4.02 14.0 0.5 5.0 4.1 0.0 9.8 3.03 1.3 42.3
Nonmunicipal Facilities 21 6 16 2 6 3 0 7 5 2 68
Total Permitted Flow (MGD) 0.7 0.07 5.8 0.03 21.03 0.01 0.0 31.9 84.5 0.0 144.06
The primary pollutants associated
with point source discharges are:
* oxygen-consuming wastes,
*nutrients,
* color, and
* toxic substances including chlorine,
ammonia and metals.
Section A: Chapter 2 – Roanoke River Basin Overview 31
The majority of NPDES permitted
discharges in the Roanoke River basin are
from wastewater treatment plants serving
communities and schools. Many of them
are small facilities with less than one
million gallons of flow per day. However,
there are a few larger discharges in the basin
as well. Facilities, large or small, where
recent data show problems with a discharge
are listed and discussed in each subbasin
chapter in Section B.
Figure A-13 shows the location of major
and minor permitted wastewater discharges
within the basin. The number of sites on the
map depicting major discharges differs from
the number of major facilities listed in Table
A-13. Since some major facilities have
more than one outfall point, each outfall
received a symbol on the map.
2.7.2 Stormwater Discharges in the Roanoke River Basin
Amendments were made to the Clean Water
Act in 1990 and most recently in 1999
pertaining to permit requirements for
stormwater discharges associated with
industrial activities and municipal separate
storm sewer systems (MS4s). DWQ
administers these regulations in North Carolina
through the state’s NPDES stormwater
program. The goal of the DWQ stormwater
discharge permitting regulations is to prevent
pollution via stormwater runoff by controlling
the source(s) of pollutants.
The municipal permitting requirements are
designed to lead into the formation of
comprehensive stormwater management
programs for municipal areas. No
municipalities in the Roanoke River basin
were required to obtain a NPDES permit for
stormwater sewer systems under the Phase I
rules (population >100,000). Additionally, no municipalities in the basin are automatically
required (US Census designated Urban Areas) to obtain a NPDES stormwater permit under the
Phase II rules. However, Eden, Reidsville, Henderson and Roanoke Rapids will be considered
for inclusion under the Phase II rules because of a population greater than 10,000 and/or a
Types of Wastewater Discharges:
Major Facilities: Wastewater Treatment Plants with
flows ≥1 MGD (million gallons per day); and some
industrial facilities (depending on flow and potential
impacts to public health and water quality).
Minor Facilities: Facilities not defined as Major.
100% Domestic Waste: Facilities that only treat
domestic-type waste (from toilets, sinks, washers).
Municipal Facilities: Facilities serving
municipalities. Can treat waste from homes and
industries.
Industrial Facilities: Facilities with wastewater from
industrial processes such as textiles, mining, seafood
processing, glass-making and power generation.
Other Facilities: This category includes a variety of
facilities such as schools, nursing homes,
groundwater remediation projects, water treatment
plants and non-process industrial wastewater.
EPA Stormwater Rules
Phase I – December 1990
Requires a NPDES permit for municipal
separate storm sewer systems (MS4s) serving
populations of 100,000 or more.
Requires a NPDES stormwater permit for ten
categories of industry.
Requires a NPDES stormwater permit for
construction sites that are 5 acres or more.
Phase II – December 1999
Requires a NPDES permit for some municipal
storm sewer systems serving populations
under 100,000, located in urbanized areas.
Provides a "no stormwater exposure"
exemption to industrial facilities covered
under Phase I.
Requires a NPDES stormwater permit for
construction sites that are 1-5 acres.
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Section A: Chapter 2 – Roanoke River Basin Overview
population density greater than 1000 persons per square mile. DWQ is currently developing
criteria that will be used to determine whether these and other municipalities should be required
to obtain a NPDES permit.
Industrial activities which require permitting are defined in categories ranging from sawmills and
landfills to manufacturing plants and hazardous waste treatment, storage or disposal facilities.
Stormwater permits are granted in the form of general permits (which cover a wide variety of
more common activities) or individual permits. Excluding construction stormwater general
permits, there are 132 general stormwater permits and 9 individual permits active within the
Roanoke River basin. Individual permit holders are presented in Appendix I.
The primary concern with runoff from industrial facilities is the contamination of stormwater
from contact with exposed materials. Poor housekeeping can lead to significant contributions of
sediment and other water quality pollutants. To address these issues, each NPDES stormwater
permitted facility must develop a Stormwater Pollution Prevention Plan (SPPP) that addresses
the facility’s potential impacts on water quality. Facilities identified as having significant
potential to impact water quality may also be required to conduct analytical monitoring to
characterize pollutants in stormwater discharges.
The state stormwater management rules (15A NCAC 2H .1000) regulate development activities
in 20 coastal counties and on lands statewide that drain to Outstanding Resource Waters (ORW)
and/or High Quality Waters (HQW). Under this program, development is permitted as either low
density or high density. Low density limits the impervious, or built upon, area on a project and
allows natural infiltration and attenuation of stormwater runoff. High density requires
installation and maintenance of structural best management practices to control and treat
stormwater runoff from the site. Surface waters in the Roanoke River basin where development
activities are regulated under these special rules are presented on Figures A-14 and A-15 (Part
3.2).
2.8 Animal Operations
In 1992, the Environmental Management Commission adopted a rule modification (15A NCAC
2H.0217) establishing procedures for managing and reusing animal wastes from intensive
livestock operations. The rule applies to new, expanding or existing feedlots with animal waste
management systems designed to serve animal populations of at least the following size: 100
head of cattle, 75 horses, 250 swine, 1,000 sheep or 30,000 birds (chickens and turkeys) with a
liquid waste system. Within the past five years there have been several additional pieces of
legislation enacted that affect animal operations in North Carolina (see text box).
Section A: Chapter 2 – Roanoke River Basin Overview
Table A-14 summarizes, by subbasin, the number of registered livestock operations, total number
of animals, total acres in operation, and total steady state live weight as of January 2000. These
numbers reflect only operations required by law to be registered, and therefore, do not represent
the total number of animals in each subbasin.
The largest subbasin, 03-07-08, contains the largest number of registered animal operations with
four cattle operations, one poultry operation and fourteen swine operations. Overall the majority
of registered animal operations are found in the lower portion of the basin. Registered animal
operations where recent data show problems are discussed in the appropriate subbasin chapter in
Section B.
Steady State Live Weight (SSLW) is the result, in pounds, after a conversion factor has been
applied to the number (head count) of swine, cattle or poultry on a farm. The conversion factors,
which come from the US Department of Agriculture (USDA), Natural Resource Conservation
Service (NRCS) guidelines, vary depending on the type of animals on the farm and the type of
operation (for example, there are five types of hog farms). Since the amount of waste produced
varies by hog size, SSLW is the best way to compare the sizes of the farms.
Key Animal Operation Legislation (1995-1999)
1995 –Senate Bill 974 requires owners of swine facilities with 250 or more animals to hire a certified
operator. Operators are required to attend a six-hour training course and pass an examination for
certification. Senate Bill 1080 established buffer requirements for swine houses, lagoons and land
application areas for farms sited after October 1, 1995.
1996 –Senate Bill 1217 required all facilities (above threshold populations) to obtain coverage under a
general permit, beginning in January 1997, for all new and expanding facilities. DWQ was directed
to conduct annual inspections of all animal waste management facilities. Poultry facilities with
30,000+ birds and a liquid waste management system were required to hire a certified operator by
January 1997 and facilities with dry litter animal waste management systems were required to
develop an animal waste management plan by January 1998. The plan must address three specific
items: 1) periodic testing of soils where waste is applied; 2) development of waste utilization plans;
and 3) completion and maintenance of records on-site for three years. Additionally, anyone wishing
to construct a new, or expand an existing, swine farm must notify all adjoining property owners.
1997 –House Bill 515 placed a moratorium on new or existing swine farm operations and allows counties to
adopt zoning ordinances for swine farms with a design capacity of 600,000 pounds (SSLW) or more.
In addition, owners of potential new and expanding operations are required to notify the county
(manager or chair of commission) and local health department, as well as adjoining landowners.
DENR was required to develop and adopt economically feasible odor control standards by 3/1/99.
1998 –House Bill 1480 extended the moratorium on construction or expansion of swine farms. The bill also
requires owners of swine operations to register with DWQ any contractual relationship with an
integrator.
1999 –House Bill 1160 extended (again) the moratorium on new construction or expansion of swine farms,
required DENR to develop an inventory of inactive lagoons, and requires owners/operators of an
animal waste treatment system to notify the public in the event of a discharge to surface waters of the
state of 1,000 gallons or more of untreated wastewater.
Section A: Chapter 2 – Roanoke River Basin Overview
Table A-14 Registered Animal Operations in the Roanoke River Basin (January, 2000)
Cattle Poultry Swine
Total Total Total
Subbasin No. of No. of Steady State No. of No. of Steady State No. of No. of Steady State
Facilities Animals Live Weight Facilities Animals Live Weight Facilities Animals Live Weight
03-02-01 2 365 511,000 -- -- -- 1 3,200 417,600
03-02-02 -- -- -- -- -- -- 1 4,000 522,000
03-02-03 -- -- -- -- -- -- 1 1,800 243,000
03-02-04 2 325 455,000 -- -- -- 2 7,325 1,190,680
03-02-05 2 240 336,000 -- -- -- 4 5,000 708,500
03-02-06 -- -- -- -- -- -- 2 13,756 1,940,810
03-02-07 3 700 980,000 -- -- -- 3 13,875 2,002,750
03-02-08 4 1,205 1,192,000 1 60,000 240,000 14 55,935 7,075,415
03-02-09 -- -- -- -- -- -- 6 16,363 2,252,480
03-06-10 -- -- -- -- -- -- 2 13,150 2,277,580
TOTALS 13 2,835 3,474,000 1 60,000 240,000 36 134,404 18,630,815
Information on animal capacity by subbasin (Table A-15) was provided by the USDA. Two
percent of the state’s total capacity for swine and poultry is found in the Roanoke River basin;
however, the basin contains three percent of the state capacity for dairy, with the highest
concentrations located in subbasins 03-02-07 and 03-02-01. Overall, swine and poultry
production in the basin increased over the past five years by 48 and 9 percent, respectively, while
dairy production decreased 18 percent.
Table A-15 Estimated Populations of Swine, Dairy and Poultry in the Roanoke River Basin
(1998 and 1994)
Subbasin
Total Swine
Capacity
Swine
Change
Total Dairy
Capacity
Dairy
Change
Poultry
Capacity
Poultry
Change
1998 1994 94-98 (%) 1998 1994 94-98 (%) 1998 1994 94-98 (%)
03-02-01 411 957 -57 731 901 -19 43,750 23,650 85
03-02-02 1,710 9 100+ 119 119 0 71,000 0 100+
03-02-03 3,892 3,742 4 136 323 -58 22,415 280 100+
03-02-04 1,564 1,579 -1 265 581 -54 25,400 0 100+
03-02-05 4,183 4,482 -7 130 130 0 76,200 0 100+
03-02-06 448 1,485 -70 453 621 -27 38,000 48,000 -21
03-02-07 11,281 13,876 -19 845 630 34 418,861 431,200 -3
03-02-08 78,909 42,003 88 230 230 0 381,500 316,500 21
03-02-09 33,441 27,320 22 0 0 0 1,348,800 1,056,200 28
03-02-10 16,970 7,627 100+ 0 0 0 2,839,500 2,945,500 -4
TOTALS 152,809 103,080 48 2,909 3,535 -18 5,265,426 4,821,330 9
% of State Total 2% 2% 3% 3% 2% 3%
Section A: Chapter 2 – Roanoke River Basin Overview
2.9 Water Quantity Issues
2.9.1 Local Water Supply Planning
The North Carolina General Assembly mandated a local and state water supply planning process
in 1989 to assure that communities have an adequate supply of potable water for future needs.
Under this statute, all units of local government that provide, or plan to provide, public water
supply service are required to prepare a Local Water Supply Plan (LWSP) and to update that plan
at least every five years. The information presented in a LWSP is an assessment of a water
system’s present and future water needs and its ability to meet those needs.
Surface water is used to meet the majority of overall water needs in the North Carolina portion of
the Roanoke River basin (approximately 56 percent of estimated total water use). In 1997, 43
public water systems used water from the basin providing 30.7 million gallons of water per day
to 114,000 people in the basin. Water demand from these public systems is projected to increase
55 percent by 2020. Seven of the 43 systems (1.8 percent) reported that available supply was not
adequate to meet estimated demand through 2020, and seventeen other systems (40 percent)
report that by 2020 demand levels will exceed 80 percent of available supply.
In addition, water supply systems in other river basins are looking toward the Roanoke River
basin for a water source. In 1995, the City of Virginia Beach, Virginia obtained the right to
withdraw up to 60 million gallons of water per day from Lake Gaston. In 1998, following a very
involved and contested Federal Energy Regulatory Commission (FERC) approval process, water
withdrawal began. Urban areas within North Carolina have also discussed obtaining a permit to
withdraw water from the Roanoke River basin.
Not everyone gets water from public water supply systems. Many households and some
commercial and industrial operations supply their own water from both surface and groundwater
sources in the basin. The US Geological Survey estimates that self-supplied users, excluding
power-generating facilities, account for 58 percent of the total water used in the Roanoke River
basin. Water used for industrial and irrigation purposes comprises the majority of self-supplied
water use in the basin (Figure A-14).
Self-supplied Water Usage in the
Roanoke River Basin
Industrial
36%
Irrigation
32%
Domestic
19%
Livestock
11%
Commercial
2%
Figure A-14 Estimated Self-Supplied Water Use in the Roanoke River Basin (USGS)
Section A: Chapter 2 – Roanoke River Basin Overview
The State Water Supply Plan is a compilation of over 500 LWSPs developed by local
government water systems in North Carolina. More detailed information is available in the plan
about water supply and water usage in the Roanoke River basin. This draft plan is available
online at the Division of Water Resources website at http://www.dwr.ehnr.state.nc.us or by calling
(919) 733-4064.
2.9.2 Water Withdrawals
Prior to 1999, North Carolina required water users to register their water withdrawals with the
Division of Water Resources (DWR) only if the amount was 1,000,000 gallons or more of
surface or ground water per day. In 1999, the registration threshold for all water users except
agriculture was lowered to 100,000 gallons per day. Table A-16 presents registered withdrawals.
Table A-16 Registered Water Withdrawals in the Roanoke River Basin (August 2000)
County
1999
Average
(MGD)
1999
Maximum
(MGD)
Source
of
Withdrawal
Facility
Stokes
Rockingham
1170 1459 Belews Lake Duke Power Company
Stokes 0.0011 0.0241 Roanoke River RJ Reynolds Tobacco Company
Stokes 0.036 0.054 Roanoke River RJ Reynolds Tobacco Company
Rockingham 216.9 279.9 Dan River Duke Power Company
Rockingham Inactive Inactive Pit Vulcan Materials Company
Caswell 0.008 0.016 Pit Vulcan Materials Company
Person 1060 1102 Hyco Reservoir Carolina Power & Light Company
Person 5.138 7.551 Mayo Reservoir Carolina Power & Light Company
Vance 0.028 0.04 Pit Vulcan Materials Company
Halifax 26.13 34.52 Roanoke River Champion International Corporation
Halifax 1.8 3.6 Roanoke River NC Dept. of Corrections, Caledonia Prison
Northampton 0.02 0.48 Groundwater Henry B. Long, Inc.
Northampton -- 3.89 Pond William R. Johnston
Bertie 1 1.872 Cashie River H & H Farms
Bertie 4.6 5 Roanoke River Ward Farms
Bertie 1.512 1.512 Cashie River Ted Winslow
Bertie 5.56 8.3 Roanoke River Gillam Farming, Inc./Gillam Outlaw Farms
Bertie 1.388 1.388 Cashie River Hyman Ferry Farms, Inc. and Ted Winslow
Bertie -- 2.16 Groundwater and pond Brinkley Farms, Inc.
Bertie -- 0.9 Pond Brinkley Farms, Inc.
Bertie 2.46 3.59 Groundwater Perdue Farms, Inc.
Martin 2.2 2.4 Roanoke River C. Wesley Copeland, Jr.
Martin 2.5 2.5 Roanoke River Fate B. Everett, Jr.
Martin 65.2 79.1 Roanoke River &
Warren Neck Creek
Weyerhaeuser Plymouth Plant
Martin 1.00 6.22 Groundwater Weyerhaeuser Plymouth Plant
Martin -- 0.144 Groundwater Woodridge Timber, Inc.
Section A: Chapter 2 – Roanoke River Basin Overview
There are 26 registered water withdrawals in the North Carolina portion of the Roanoke River
basin. Sixteen of these (62 percent) are surface water withdrawals. Excluding public water
systems or power generating facilities, there is a cumulative permitted capacity to withdraw
147.8 million gallons of surface water per day.
Consumption of water from the Roanoke River basin through direct withdrawals, along with
interbasin transfers (discussed in the following section) and floodplain exchange (discussed in
Chapter 4), has the potential to affect the salinity of the lower Roanoke River. Consideration of
the cumulative effects of saltwater intrusion on the lower Roanoke River should be considered
when additional water withdrawals are proposed.
2.9.3 Interbasin Transfers
In addition to water withdrawals (discussed above), water users in North Carolina are also
required to register surface water transfers with the Division of Water Resources if the amount is
100,000 gallons per day or more. In addition, persons wishing to transfer two million gallons per
day (MGD) or more, or increase an existing transfer by 25 percent or more, must first obtain a
certificate from the Environmental Management Commission (G.S. 143-215.22I). The river
basin boundaries that apply to these requirements are designated on a map entitled Major River
Basins and Sub-Basins in North Carolina, on file in the Office of the Secretary of State. These
boundaries differ slightly from the 17 major river basins delineated by DWQ.
In determining whether a certificate should be issued, the state must determine that the overall
benefits of a transfer outweigh the potential impacts. Factors used to determine whether a
certificate should be issued include:
• the necessity, reasonableness and beneficial effects of the transfer;
• the detrimental effects on the source and receiving basins, including effects on water supply
needs, wastewater assimilation, water quality, fish and wildlife habitat, hydroelectric power
generation, navigation and recreation;
• the cumulative effect of existing transfers or water uses in the source basin;
• reasonable alternatives to the proposed transfer; and
• any other facts and circumstances necessary to evaluate the transfer request.
A provision of the interbasin transfer law requires that an environmental assessment or
environmental impact statement be prepared in accordance with the State Environmental Policy
Act as supporting documentation for a transfer petition.
Currently, there are no certified interbasin transfers in the Roanoke River basin. However, Kerr
Lake Regional Water System (KLRWS) was allowed to continue transferring up to 10 MGD out
of the Roanoke River basin under the new law without having to undergo the certification
process. The system only currently transfers about 5.5 MGD into the Tar-Pamlico River basin.
KLRWS has indicated that it will exceed its 10 MGD capacity before 2010 and will be required
to obtain a certificate in order to increase the transfer amount. The Town of Henderson, which is
a partner in KLRWS, has contracted to sell a maximum of 3 MGD to Franklin. This transaction
will be a transfer from the Roanoke River basin into the Tar-Pamlico River basin.
Section A: Chapter 2 – Roanoke River Basin Overview
Table A-17 lists eight known potential transfers involving the North Carolina portion of the
Roanoke River basin (not required to be certified). Approximately 3.41 MGD is transferred out
of the basin and a relatively small unknown quantity is transferred into the basin for an estimated
net loss of water. Please note that all local water systems are now required to report existing and
anticipated interbasin transfers as part of the Local Water Supply Planning process. This
information will be available for future updates of this basinwide plan and will allow for a better
assessment of cumulative impacts.
Table A-17 Interbasin Transfers in the Roanoke River Basin (1997)
Supplying
System
Receiving
System
Source
Subbasin
Receiving
Subbasin
Estimated Transfer
(MGD)
Kerr Lake Regional WS Henderson Roanoke Tar-Pamlico 0.06
Kerr Lake Regional WS Oxford Roanoke Tar-Pamlico 2.0
Kerr Lake Regional WS Warren County Roanoke Tar-Pamlico 1.3
Henderson Franklin Roanoke Tar-Pamlico 3.0 (proposed)
Roanoke Rapids Northampton-Gaston Roanoke Chowan 0.05
Roxboro Roxboro Roanoke Tar-Pamlico Unknown
Winston-Salem Winston-Salem Yadkin-Pee Dee Roanoke Unknown
Reidsville Reidsville Cape Fear Roanoke Unknown
King King Yadkin-Pee Dee Roanoke Unknown
The most significant interbasin transfer in the Roanoke River basin is not reflected in Table A-17
because it takes place primarily in the State of Virginia. In 1995, the City of Virginia Beach
obtained the right to withdraw up to 60 MGD from Lake Gaston. Between January 1998 and
April 2000, withdrawals ranged from 44.8 MGD to 0.6 MGD. The average withdrawal during
1999 was 17 MGD.
2.9.4 Minimum Streamflow
One of the purposes of the Dam Safety Law is to ensure maintenance of minimum streamflows
below dams. Conditions may be placed on dam operations specifying mandatory minimum
releases in order to maintain adequate quantity and quality of water in the length of a stream
affected by an impoundment. The Division of Water Resources, in conjunction with the Wildlife
Resources Commission, recommends conditions relating to release of flows to satisfy minimum
instream flow requirements. The permits are issued by the Division of Land Resources. Table
A-18 summarizes minimum flow requirements in the Roanoke River basin.
Section A: Chapter 2 – Roanoke River Basin Overview
Table A-18 Minimum Streamflow Projects in the Roanoke River Basin
Name Location Waterbody
Drainage
Area
(sq. mi.)
Min.
Release
(cu.ft/sec)
Dams associated with Power Production
Roanoke Rapids Dam Near the NC/VA state line at
Roanoke Rapids, NC
Roanoke River 8,371 1000-2000
1
Hyco Reservoir Afterbay Near the NC/VA state line
north of Roxboro, NC
Hyco River 202 10
2
Pinnacles Dam Near Meadow of Dan, VA Dan River 32.9 30 or
inflow3
Avalon Dam* 1.5 miles NE of the Town of
Mayodan, NC
Mayo River 310 79 or
inflow3
Mayo Dam* At the Town of Mayodan, NC Mayo River 312 85 or
inflow3
Other Impoundments
Fullers Creek Reservoir Near the Town of
Yanceyville in NC
Fullers Creek 1.71 0.3
* Project is not yet complete.
Notes
1 Roanoke Rapids and Gaston are operated in coordination with peak flow releases from Kerr Reservoir
upstream. The minimum flow requirements are at times not sufficient for successful spawning of striped
bass; therefore, flow regimes vary between April 1 and June 15 (Table A-19).
2 Under severe hydrologic conditions (water level below 375 feet), minimum flow requirement drops to 2 cfs.
3 If inflow is less than the specified minimum release, the release must be equal to the inflow. In other words,
the project must operate in a run-of-river mode (i.e., instantaneous inflow equals instantaneous outflow) until
the inflow becomes greater than the specified minimum release.
Flow Augmentation to Support Fish Communities
Striped bass, American shad, hickory shad and other anadromous fish migrate up the Roanoke
River each spring to spawn. These species support recreational and commercial fisheries that are
economically important on a local, statewide and an Atlantic coast-wide basis (refer to Part 2.6.2
of this section for more information). These migratory species need flowing water to create
suitable habitat for successful spawning and/or to keep their eggs suspended. The minimum flow
requirements shown in Table A-18 are insufficient for these species to successfully reproduce.
An agreement, entered into by Dominion (formerly North Carolina Power), the US Army Corps
of Engineers and the NC Wildlife Resources Commission (WRC), establishes a plan for the
springtime storage of water in John H. Kerr Reservoir and flow releases through Lake Gaston
and Roanoke Rapids Lake.
The original agreement between these three parties was signed in 1971, but it only addressed
minimum flows during the spawning season. In 1987, a multiagency team known as the
Roanoke River Water Flow Committee analyzed flow data for the river and recommended the
current flow regime (Table A-19) (Manooch, 1989; Rulifson, 1991). The rationale for the
recommended flows was to provide flow conditions that would mimic pre-impoundment flows.
Section A: Chapter 2 – Roanoke River Basin Overview
Table A-19 Flow Augmentation Regime
Dates Target Average Daily
Flow (cfs)
Lower Limit
(cfs)
Upper Limit
(cfs)
April 1-15 8,500 6,600 13,700
April 16-30 7,800 5,800 11,000
May 1-15 6,500 4,700 9,500
May 16-31 5,900 4,400 9,500
June 1-15 5,300 4,000 9,500
In 1989, the WRC requested an amendment of the flow agreement based upon the
recommendations of the Flow Committee. As part of this amendment, Dominion agreed to cease
hydropower peaking operations during the spawning period. Since implementation, striped bass
have successfully reproduced to the extent that the population has been declared "recovered" by
federal regulatory agencies. Hickory shad populations have increased beyond historical levels as
well. Because state and federal resource agencies believe that flow management has been critical
to the viability of these fish populations, the three-party agreement was extended indefinitely in
2001.
Hydroelectric Project Relicensing
The license issued by the Federal Energy Regulatory Commission (FERC) to Dominion
(formerly North Carolina Power) for the operation of the Roanoke Rapids and Gaston
Hydropower Project expired on January 31, 2001. The relicensing process began in early 1995
and includes an assessment of how current and future project operations will affect
environmental resources in the Roanoke River basin. Several studies related to instream flow
and water quality are at various stages of completion. Three technical work groups, including a
water quality subcommittee, are analyzing the results of these studies. Refer to Chapter 4, Part
4.6.2 for further information.
The Pinnacles Hydro-Electric Project is also undergoing relicensing at this time. It is owned by
the City of Danville, but is located on the headwaters of the Dan River near Meadow of Dan,
Virginia. The project consists of two impoundments: Talbott and Townes Reservoirs. Talbott is
used as storage and supplies water to Townes downstream. From Townes Reservoir, water
bypasses a stretch of the Dan River channel to the powerhouse where water is returned to the
river. Changes in the flow regimes or general operation of this project have the potential to
impact water quality in the North Carolina portion of the Dan River.
2.10 Physical Impacts to Wetlands and Streams
DWQ has issued approvals for wetland filling activities since the mid-1980s; however, in 1989,
the Environmental Management Commission directed DWQ to begin reviewing wetland fill and
stream alteration activities using a review sequence of (1) avoidance, (2) minimization and (3)
mitigation of wetland impacts. Rules finalized in 1996, required that wetland values, such as
Section A: Chapter 2 – Roanoke River Basin Overview
whether or not the wetland is providing significant uses or whether the filling activity would
remove or degrade those uses, be considered. The rules also specify wetland and stream
mitigation ratios and type and location of projects to make the mitigation process more
predictable and manageable for the regulated community. DWQ’s emphasis continues to be on
water quality and the essential role that wetlands play in maintaining water quality. The issuance
of a 401 Water Quality Certification by DWQ is required before the US Army Corps of
Engineers can issue a Section 404 Permit authorizing the fill or alteration of wetlands and/or
streams in North Carolina.
Despite efforts to protect and restore wetland and stream functions on the part of DWQ and many
other agencies and organizations in North Carolina, there is still an annual net loss of wetlands
and streams statewide. DWQ and Division of Land Resources (DLR) regulate construction
activities near streams and wetlands. These regulatory programs ensure that construction
projects cause minimal damage to these resources and that unavoidable impacts are addressed
through mitigation projects. Restoration projects are also funded through the Wetland
Restoration Program (WRP), Section 319 Program, Clean Water Management Trust Fund and
Division of Water Resources Grant Program that can help offset stream and wetland impacts.
DWQ tracks wetland and stream losses that are authorized through the issuance of a 401 Water
Quality Certification. In addition to the permitted wetland and stream impacts that are tracked by
DWQ, an unknown amount of permanent wetland and stream losses also occurs. Projects that
affect less than one-third of an acre of wetland or less than 150 linear feet of stream are not
required to receive written confirmation from DWQ, and therefore, might not be reported. The
magnitude of unauthorized impacts to wetlands and streams is not known.
Over the past five years (1995-1999), DWQ issued permits for approximately 76 acres of
wetland fill activities and alteration activities that affected at least 1,804 linear feet of stream in
the Roanoke River basin. A significant percentage of stream impacts statewide are associated
with highway construction projects.
In June 1998, a federal court declared that the US Army Corps of Engineers’ Tulloch Rule,
which prohibited the ditching and draining of wetlands, was illegal. As a result, during FY 1999-
2000, approximately 9,220 acres of wetlands on about 80 sites (mostly in southeastern NC) were
ditched and drained. This activity stopped in March 1999 when DWQ began to enforce its
wetland standards. DWQ, EPA and DLR have spent an extensive amount of time visiting each
of these sites to check for compliance with environmental rules. Most of these wetlands were
slated to be restored by December 2000.