HomeMy WebLinkAboutChapter 1
Chapter 1
Little Tennessee River Subbasin 04-04-01
Including the: Little Tennessee River, Cullasaja River, and Cartoogechaye Creek Watersheds
1.1 Subbasin Overview
The Little Tennessee River originates in Rabun County,
Georgia and flows north into Macon County, North
Carolina. Subbasin 04-04-01 contains approximately
35 miles of the Little Tennessee River from the state
line to the Macon-Swain county line below Tellico
Creek. The river upstream of Lake Emory (Porters
Bend Dam) has a very gradual gradient as it flows
through a broad valley. Below the lake, the gradient
steepens and the flow quickens as it flows through the
Needmore Tract towards Fontana Reservoir. Major
tributaries to the Little Tennessee River in this subbasin
include the Cullasaja River and Cartoogechaye Creek;
smaller tributaries include Middle, Coweeta, Cowee,
Tessentee, Tellico, and Burningtown Creeks.
Headwaters of many tributaries are protected within the
Nantahala National Forest. Most tributaries are high
gradient streams capable of supporting trout populations
in their upper reaches. In the lower reaches, many of
the watersheds are farmed or developed and the
tributaries are affected by erosion, scour, and sediment
deposition. The Town of Franklin and a portion of the
Town of Highlands are the large population centers in
this subbasin. Strip development is focused along US
23/441 south from Franklin towards Dillard, Rabun
Gap, and Mountain City, GA. Low-density residential
development is increasing throughout the watershed.
Despite the development, almost 90 percent of the
subbasin is forested
There are 12 NPDES permitted dischargers in this
subbasin. The largest is the Town of Franklin WWTP,
which discharges 1.65 MGD into the Little Tennessee
River (Lake Emory). This facility is required to
monitor whole effluent toxicity. Refer to Appendix V for the listing of NPDES permit holders.
Subbasin 04-04-01 at a Glance
Land and Water Area
Total area: 370 mi2
Land area: 369 mi2
Water area: 1 mi2
Population (County)
2000 Est. Pop.: 22,358 people
Pop. Density: 12 persons/mi2
Land Cover (percent)
Forest/Wetland: 89.1%
Water: 0.3%
Urban: 0.9%
Cultivated Crop: 0.9%
Pasture/
Managed Herbaceous: 8.8%
Counties
Macon
Municipalities
Franklin and Highlands
Monitored Stream Statistics
Aquatic Life
Total Streams: 139.0 mi/42.1 ac
Total Supporting: 133.2 mi
Total Impaired: 3.7 mi
Total Not Rated: 2.1 mi/42.1 ac
Recreation
Total Streams: 35.9 mi
Total Supporting: 35.9 mi
Chapter 1 – Little Tennessee Subbasin 04-04-01 7
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Figure 3 Little Tennessee Subbasin 04-04-01
Planning Section
Basinwide Planning Unit
November 7, 20060 2.5 5 7.5 101.25
Miles
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Legend
NPDES Discharges
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#*Minor
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Aquatic Life Use Support Rating
No Data
Not Rated
Supporting
Recreation Use Support Rating
County Boundary
Municipality
Subbasin Boundary
Primary Roads
Impaired
Impaired
AU Number
Description
Length/AreaClassification
AL Rating REC RatingStation
Year/
ParameterResult % Exc
Aquatic Life Assessment
ResultStation
Recreation Assessment
Stressors Sources
Little Tennessee 04-04-01SubbasinTable 3
Ammons Branch
2-21-2
From source to Cullasaja River
0.8 FW MilesWS-III S ND
GB55 NI 2001
Big Creek (Randall Lake)
2-21-5-1-(0.5)
From source to a point 0.7 mile upstream of mouth
3.4 FW MilesWS-II;Tr,HQW S ND
GB51 G 2001
GB51 E 2000
Sediment Unknown
Big Creek Arm of Lake Sequoyah
2-21-5-1-(4)
From a point 0.7 mile upstream of mouth to Lake Sequoyah,
Cullasaja River
0.6 FW MilesWS-II;Tr,HQW,C S ND
GB56 G 2000
Burningtown Creek
2-38
From source to Little Tennessee River
11.7 FW MilesB;Tr S ND
GF3 E 2004
GB34 G 2004
GB30 E 2004
Sediment Unknown
Cartoogechaye Creek
2-19-(1)
From source to a point 0.5 mile downstream of Lenior
Branch
7.7 FW MilesWS-III;Tr S ND
GF6 G 2004
GB41 E 2004
GB40 G 2004
Sediment Unknown
Habitat Degradation Unknown
2-19-(10.5)
From Town of Franklin water supply intake to Little
Tennessee River
2.7 FW MilesB;Tr S SGA2 NCE GA2 NCE
Little Tennessee Subbasin 04-04-01Monday, November 20, 2006 11:04:08 DRAFT
AU Number
Description
Length/AreaClassification
AL Rating REC RatingStation
Year/
ParameterResult % Exc
Aquatic Life Assessment
ResultStation
Recreation Assessment
Stressors Sources
Little Tennessee 04-04-01SubbasinTable 3
Cowee Creek
2-29
From source to Little Tennessee River
4.0 FW MilesC;Tr S ND
GF8 G 2004
GB31 E 2004
Sediment Unknown
Coweeta Creek
2-10
From source to Little Tennessee River
4.6 FW MilesB;Tr S ND
GF9 G 2004
GB45 E 2004
Cullasaja River
2-21-(5.5)
From dam at Lake Sequoyah to Little Tennessee River
10.6 FW MilesB;Tr S ND
GB44 G 2004
GB39 G 2004
GB57 GF 2000
GF12 G 1999
GF12 G 1999
GF11 GF 1999
GF11 GF 1999
Habitat Degradation Unknown
Cullasaja River (Lake Sequoyah)
2-21-(3.5)b
From backwaters of Lake Sequoyah to dam at Lake
42.1 FW AcresWS-III;Tr,CA NR NDGL1 ID
GL2 ID
Nutrient Impacts Unknown
Sediment Unknown
Little Tennessee Subbasin 04-04-01Monday, November 20, 2006 11:04:09 DRAFT
AU Number
Description
Length/AreaClassification
AL Rating REC RatingStation
Year/
ParameterResult % Exc
Aquatic Life Assessment
ResultStation
Recreation Assessment
Stressors Sources
Little Tennessee 04-04-01SubbasinTable 3
Cullasaja River(Ravenel Lake)
2-21-(0.5)a
Source to 0.6 miles downstream of US64 (head of Mirror
lake)
3.7 FW MilesWS-III;Tr I ND
GB48 F 2004
GB48 F 2001
GB53 NR 2001
GB48 F 2000
GB53 NI 2000
Toxic Impacts Unknown
Habitat Degradation Impoundment
2-21-(0.5)b
From 0.6 miles downstream of US64 (head of Mirror lake)
to Mirror lake
0.7 FW MilesWS-III;Tr ND ND Habitat Degradation Impoundment
Habitat Degradation Unknown
Toxic Impacts Unknown
Ellijay Creek
2-21-23
From source to Cullasaja River
7.2 FW MilesC;Tr S ND
GF14 G 2004
Houston Branch
2-21-5-1-3-(2)
From Dam at Highlands Reservoir to Big Creek
0.9 FW MilesWS-II;HQW S ND
GB52 NI 2000
Iotla Creek
2-27
From source to Little Tennessee River
5.5 FW MilesC S ND
GF15 GF 2004
GB37 G 2004
GB33 G 2004
Nutrient Impacts Agriculture
Habitat Degradation Construction
Habitat Degradation Agriculture
Little Tennessee Subbasin 04-04-01Monday, November 20, 2006 11:04:09 DRAFT
AU Number
Description
Length/AreaClassification
AL Rating REC RatingStation
Year/
ParameterResult % Exc
Aquatic Life Assessment
ResultStation
Recreation Assessment
Stressors Sources
Little Tennessee 04-04-01SubbasinTable 3
LITTLE TENNESSEE RIVER
2-(1)a
From North Carolina-Georgia State line to the confluence of
Mulberry Creek
2.1 FW MilesC I ND
GF17 F 2004
GB50 GF 2004
GB50 F 2000
Habitat Degradation Impervious Surface
Habitat Degradation Agriculture
Habitat Degradation WWTP NPDES
2-(1)b
From the confluence of Mulberry Creek to the confluence of
Cartoogechaye Creek
15.9 FW MilesC S SGA1 NCE
GB10 G 2004
GB10 GF 1999
GA1 NCE Habitat Degradation Unknown
LITTLE TENNESSEE RIVER (Including backwaters of Lake Emory)
2-(1)c
From the confluence of Cartoogechaye Cr. to a point 0.4
mile upstream of N.C. Hwy. 28 (located 0.42 mile upstream
of mouth of Iotla Creek)
7.3 FW MilesC S SGA7 NCE
GB35 GF 2004
GA7 NCE Total Suspended Solids WWTP NPDES
LITTLE TENNESSEE RIVER (Including the backwaters of Fontana Lake at normal pool elevation 1708 fee
2-(26.5)a
From to a point 0.4 mile upstream of N.C. Hwy. 28 (located
0.42 mile upstream of mouth of Iotla Creek) to subbasin
01/02 border
10.0 FW MilesB S SGA7 NCE
GB35 GF 2004
GA7 NCE
Middle Creek
2-8
From source to Little Tennessee River
8.8 FW MilesC;Tr S ND
GF19 G 2004
GB49 E 2004
Little Tennessee Subbasin 04-04-01Monday, November 20, 2006 11:04:09 DRAFT
AU Number
Description
Length/AreaClassification
AL Rating REC RatingStation
Year/
ParameterResult % Exc
Aquatic Life Assessment
ResultStation
Recreation Assessment
Stressors Sources
Little Tennessee 04-04-01SubbasinTable 3
Mill Creek
2-21-3
From source to Mirror Lake, Cullasaja River
1.3 FW MilesWS-III;Tr NR ND
GB62 NR 2000
GB61 NR 2000
GB60 NR 2000
Lack of Organic Material Unknown
Toxic Impacts Unknown
Habitat Degradation Impoundment
Habitat Degradation Construction
Rabbitt Creek
2-23
From source to Lake Emory, Little Tennessee River
4.0 FW MilesC;Tr S ND
GF22 GF 2004
Habitat Degradation Impoundment
Habitat Degradation Construction
Habitat Degradation Land Clearing
Saltrock Branch
2-21-1
From source to Cullasaja River
0.8 FW MilesWS-III NR ND
GB59 NR 2001
Habitat Degradation Unknown
Skitty Creek (Cliffside Lake)
2-21-6-(1)
From source to Dam at Cliffside Lake
1.9 FW MilesB;Tr S ND
GB54 NI 2000
Tellico Creek
2-40
From source to Little Tennessee River
5.9 FW MilesC;Tr S ND
GF27 G 2004
GB28 E 2004
Tessentee Creek
2-9
From source to Little Tennessee River
8.1 FW MilesC;Tr S ND
GF28 G 2004
GB46 E 2004
Little Tennessee Subbasin 04-04-01Monday, November 20, 2006 11:04:09 DRAFT
AU Number
Description
Length/AreaClassification
AL Rating REC RatingStation
Year/
ParameterResult % Exc
Aquatic Life Assessment
ResultStation
Recreation Assessment
Stressors Sources
Little Tennessee 04-04-01SubbasinTable 3
Turtle Pond Creek
2-21-8
From source to Cullasaja River
4.0 FW MilesC;Tr S ND
GB47 E 2004
UT to Cullasaja River(Ravenel Lake)
2-21-(0.5)aUT2
Source to Cullasaja River
1.1 FW MilesWS-III;Tr S ND
GB58 NI 2001
Walnut Creek
2-21-17
From source to Cullasaja River
4.5 FW MilesC;Tr S ND
GF30 NR 2004
GB43 E 2004
Habitat Degradation Construction
Habitat Degradation Agriculture
Little Tennessee Subbasin 04-04-01Monday, November 20, 2006 11:04:10 DRAFT
AU Number
Description
Length/AreaClassification
AL Rating REC RatingStation
Year/
ParameterResult % Exc
Aquatic Life Assessment
ResultStation
Recreation Assessment
Stressors Sources
Little Tennessee 04-04-01SubbasinTable 3
Use Categories:Monitoring data type: Use Support Ratings 2006:
AL - Aquatic Life GF - Fish Community Survey E - Excellent S - Supporting, I - Impaired
REC - Recreation GB - Benthic Community Survey G - Good NR - Not Rated
GA - Ambient Monitoring Site GF - Good-Fair NR*- Not Rated for Recreation (screening criteria exceeded)
GL- Lake Monitoring F - Fair ND-No Data Collected to make assessment
P - Poor
NI - Not Impaired
Miles/Acres m- Monitored
FW- Fresh Water e- Evaluated CE-Criteria Exceeded > 10% and more than 10 samples
NCE-No Criteria Exceeded
ID- Insufficeint Data Available
Results
Results:
Aquatic Life Rating Summary
S 131.1 FW Milesm
NR 2.1 FW Milesm
I 5.8 FW Milesm
NR 42.1 FW Acresm
ND 368.9 FW Miles
ND 11.6 FW Acres
Recreation Rating Summary
35.9 FW MilesSm
472.0 FW MilesND
53.7 FW AcresND
Fish Consumption Rating Summary
503.1 FW MilesIe
53.7 FW AcresIe
4.8 FW MilesI
Little Tennessee Subbasin 04-04-01Monday, November 20, 2006 11:04:10 DRAFT
During this assessment period, benthic macroinvertebrate samples were collected at 31 sites.
Fish community samples were collected at 14 locations, and ambient water chemistry was
monitored at three sites. None of the water quality variables analyzed as part of the ambient
chemistry program had statistically significant exceedances over the five-year monitoring period
(1999 – 2004) for the Little Tennessee River at Prentiss, for the Little Tennessee River at Iotla,
and for Cartoogechaye Creek near Franklin.
Most sites monitored for benthic macroinvertebrates or fish were rated Good or Excellent; no
sites were rated Poor. Two sites rated Fair, including the Little Tennessee River near the NC-GA
state line and the upper reaches of the Cullasaja River near the Town of Highlands. The Little
Tennessee River has at times experienced elevated conductivity due to permitted dischargers in
Georgia, and the instream and riparian habitats continue to suffer from poor land use and
watershed practices. The upper Cullasaja River continues to be impaired by land use practices in
the area in and around the Town of Highlands. More than half of the impaired section (4.8
miles) of the upper Cullasaja River lies upstream of the Town of Highlands. Streams that have
consistently been rated Excellent were Coweeta, Turtle Pond, Burningtown, and Tellico Creeks.
Refer to the 2005 Little Tennessee River Basinwide Assessment Report at
http://h2o.enr.state.nc.us/esb/Basinwide/LTN2005.pdf and Appendix IV for more information on
monitoring.
The riparian zones at many of the sites in the subbasin are narrow, sparsely vegetated with
mature trees and mowed lawns, or in pasture. Many of the streams sampled were more turbid
than expected for mountain streams. Habitat degradation is attributable to the combination of
steep gradients, chronic erosion, and nonpoint source sedimentation. Many of the sites would
benefit from bank stabilization and stream restoration techniques.
A map including the locations of the NPDES facilities and water quality monitoring stations is
presented in Figure 3. Table 3 contains a summary of assessment unit numbers (AU#) and
lengths, streams monitored, monitoring data types, locations and results, along with use support
ratings for waters in the subbasin. Refer to Appendix VIII for more information about use
support methodology.
Waters in the following sections and in Table 3 are identified by an assessment unit number
(AU#). This number is used to track defined segments in the water quality assessment database,
list 303(d) Impaired waters, and is used to identify waters throughout the basin plan. The AU# is
a subset of the DWQ index number (classification identification number). A letter attached to
the end of the AU# indicates that the assessment is smaller than the DWQ index segment. No
letter indicates that the AU# and the DWQ index segment are the same. For example, index
number 11-3-(14) might be split into two assessment units 11-3-(14)a and 11-3-(14)b.
16 Chapter 1 – Little Tennessee Subbasin 04-04-01
1.2 Use Support Assessment Summary
All surface waters in the state are assigned a
classification appropriate to the best-intended
use of that water. Waters are regularly assessed
by DWQ to determine how well they are
meeting their best-intended use. For aquatic
life, an Excellent, Good, Good-Fair, Fair, or
Poor bioclassification is assigned to a stream
based on the biological data collected by DWQ.
For more information about bioclassification
and use support assessment, refer to
Appendices IV and VIII, respectively.
Appendix IX provides definitions of the terms
used throughout this basin plan.
In subbasin 04-04-01, use support was assigned
for the aquatic life, recreation, fish consumption
and water supply categories. Waters are
Supporting, Impaired, Not Rated, and No Data
in the aquatic life and recreation categories on a
monitored or evaluated basis. Waters are
Impaired in the fish consumption category on an evaluated basis based on fish consumption
advice issued by the Department of Health and Human Services (DHHS). All waters are
Supporting in the water supply category on an evaluated basis based on reports from Division of
Environmental Health (DEH) regional water treatment plant consultants. Refer to Table 4 for a
summary of use support for waters in subbasin 04-04-01.
Table 4 Summary of Use Support Ratings
by Category in Subbasin 04-04-01
Use Support
Rating
Aquatic
Life Recreation
Monitored Waters
Supporting 133.2 mi 35.9 mi
Impaired* 3.7 mi (2.7%) 0.0
Not Rated 2.1 mi
42.1 ac
0.0
0.0
Total 139.0 mi
42.1 ac
35.9 mi
Unmonitored Waters
No Data 368.9 mi
11.6 ac
472.0 mi
53.7 ac
Total 368.9 mi
11.6 ac
472.0 mi
53.7 ac
Totals
All Waters** 507.9 mi
53.7 ac
507.9 mi
53.7 ac
* The noted percent Impaired is the percent of monitored
miles/acres only.
** Total Monitored + Total Unmonitored = Total All Waters.
1.3 Status and Recommendations of Previously and Newly Impaired
Waters
The following waters were either identified as Impaired in the previous basin plan (2002) or are
newly Impaired based on recent data. If previously identified as Impaired, the water will either
remain on the state’s 303(d) list or will be delisted based on recent data showing water quality
improvements. If the water is newly Impaired, it will likely be placed on the 2008 303(d) list.
The current status and recommendations for addressing these waters are presented below, and
each is identified by an AU#. Information regarding 303(d) listing and reporting methodology is
presented in Appendix VI.
1.3.1 Little Tennessee River [AU# 2-(1)a]
2002 Recommendations
DWQ recommended further communication with GA EPD and stressed the need for BMP
installation throughout the watershed in both North Carolina and Georgia.
Current Status
DWQ sampled the fish and benthic communities at sites GF17 and GB50, respectively.
Extremely high conductivity levels (highest of any fish site in the basin) continue to show
Chapter 1 – Little Tennessee Subbasin 04-04-01 17
impacts from point source dischargers. However, the benthic population improved from Fair in
1999 to Good-Fair in 2004. The Little Tennessee River from the state line to the confluence of
Mulberry Creek (2.1miles) remains Impaired in the Aquatic Life category because of a Fair
bioclassification at site GF17.
The Little Tennessee River watershed above sites GF17 and GB50 is approximately 56 square
miles, mostly in Georgia. There are four NPDES permitted facilities within the river’s watershed
in Georgia. The largest is commonly referred to as Rabun Mills. The Little Tennessee
Watershed Association (LTWA) compared their fish community data to discharge operations at
Rabun Mills between years 1990 and 2002. Fluctuations in their data correlated well with plant
operations upstream. For example, the fish community improved from 1992 to 1993 while the
plant was not operating. The plant resumed operation under a more restrictive permit in 1994
and fish populations improved gradually through 1997. This trend reversed in the period 1998 –
2002 and coincided with anecdotal and visual observations of impacts from the discharge. At
the time of publication, the plant is again idle. However, problems related to Dillard and Sky
City WWTP’s, agriculture, road construction, small industries, urbanization, residential
development, and failing septic systems remain a concern. Beginning downstream of the
NC/GA state line, Little Tennessee River is Designated Critical Habitat for the Appalachia elktoe
mussel, further raising the importance of clean water in the river.
2007 Recommendations
Because the Little Tennessee is affected by both point and nonpoint sources of pollution,
reversing impairment in this reach will require corrective action on both fronts. DWQ will
continue conversations with GA EPD to find opportunities to improve NPDES discharger
performance. Protective measures should be written into the NPDES permit for any new
operation at the old Rabun Mills plant. These measures should be prepared and made available
to potential new owners before assuming operation of the plant.
Ultimately, DWQ is required to develop a TMDL for this river segment and will seek
cooperation from Georgia. Georgia will be required to implement the terms of the TMDL once
EPA approves it. Local action is also needed to address nonpoint source pollution through
installation of BMPs and riparian zone protection/restoration.
1.3.2 Upper Cullasaja River Watershed Including Cullasaja River (Ravenel Lake) [AU#
2-21-(0.5)] and Mill Creek [AU# 2-21-3]
The upper Cullasaja River Watershed is located in southeastern Macon County and contains
most of the Town of Highlands and surrounding lands (Figure 4). The 14.4 square mile
watershed lies on the Highlands Plateau, a high elevation area noted for exceptionally high
rainfall (80 - over 100 inches per year). The watershed was historically logged and many of the
streams dammed and/or channelized. Estimates provided by the Upper Cullasaja Watershed
Association (UCWA) indicate land use in the watershed was approximately 50 percent
residential-commercial-industrial (high level of impervious cover), and 50 percent forested as of
2004. Streams begin demonstrating negative impacts as imperviousness exceeds 10 percent of a
watershed (Chapter 6).
The watershed includes all streams draining to the Cullasaja River from its headwaters to Big
Creek. Within this watershed, the Cullasaja River from its source to Macon County SR-1545
(2.2 miles) and Mill Creek from its source to Mirror Lake (1.3 miles) are listed as Impaired on
18 Chapter 1 – Little Tennessee Subbasin 04-04-01
North Carolina’s 303(d) list. Other significant drainages include the Cullasaja River from SR-
1545 to Big Creek, Big Creek itself, and Monger Creek. These streams are not impaired, but are
discussed here because of their direct connection to the impaired segments.
2002 Recommendations
The Cullasaja River upstream of Lake Sequoyah (4.8 miles) and Mill Creek (1.4 miles) were
impaired for aquatic life based on benthic macroinvertebrate collections in the 1990’s. DWQ
recommended a variety of strategies that together could improve habitat and water quality in the
Upper Cullasaja River Watershed. These recommendations included; developing a plan to
address the impact of dams on movement of benthic macroinvertebrates, protection and
restoration of vegetated riparian zones, nutrient and pesticide management, and extensive erosion
control.
Figure 4 Upper Cullasaja River Watershed
Current Status of the Upper
Cullasaja River
DWQ conducted extensive
sampling in the upper
Cullasaja River Watershed as
part of a Watershed
Assessment and Restoration
Project (WARP) and its
Basinwide Assessment
program. A wide range of
data was collected to e
potential causes and sources
of impairment. Data
collection activities included:
benthic macroinvertebrate
sampling; assessment of
stream habitat, morphology,
and riparian zone condition;
water quality sampling to
evaluate stream chemistry
and toxicity; analysis of
stream bed sediment for
chemistry and toxicity; and
characterization of watershed
land use, conditions and
pollution sources. A total of
17 benthic samples were
collected, ranging from Fair
on the Cullasaja River (site
GB48) to Excellent in Big
Creek (site GB51).
valuate
The WARP study determined that sedimentation is a significant problem in many of the
impoundments, but the primary causes of biological impairment in the Cullasaja River are dam-
related issues including the prevention of fish and benthic macroinvertebrate colonization and
migration, lower water levels, increased temperature, and shifts in food availability. The lack of
Chapter 1 – Little Tennessee Subbasin 04-04-01 19
organic microhabitat (sticks and leaf packs), pesticides, elevated cadmium, and low dissolved
oxygen levels also contribute to impairment.
Current Status of Mill Creek
Revised assessment methods prevent updating the use support rating for Mill Creek because of
its small size. It is, therefore, Not Rated at sites GB60, GB61, GB62. A number of stressors
likely act together to impact the biological community in Mill Creek and it will remain on the
303(d) List of Impaired Waters until a documented improvement in the benthic community
occurs. Multiple stressors cumulatively cause impairment to the stream, but current information
does not identify any single stressor as a primary cause of impairment. The following stressors
are believed to cumulatively cause impairment:
1) Scour of benthic macroinvertebrates and organic microhabitats from urban storm
flows for areas downstream of Highlands’ town center.
2) The lack of upstream colonization sources for the benthic community after storms and
other impacts due to toxicants and in-stream impoundments in tributaries.
3) The lack of organic microhabitat (leafpacks, sticks) aquatic species in Mill Creek
above the town center. Toxicants are a potential stressor in the Mill Creek mainstem.
According to LTWA data, water quality in Mill Creek has improved slightly, first when the
WWTP discharge was moved and second when leaks at the old WWTP were repaired.
Current Status of Other Tributaries
Several other streams were also evaluated during the WARP study. Big Creek, Houston Branch,
and Ammons Branch watersheds are mostly forested with minimal disturbance and considered
Supporting for aquatic life. Saltrock Branch, however, is heavily impacted by a golf community
and would benefit greatly from habitat restoration efforts. Because of its small size, it is Not
Rated for aquatic life.
Current Status of Lake Sequoyah
DWQ’s Lakes Assessment Unit evaluated Lake Sequoyah in summer 2004. The lake, classified
as Trout Waters (Tr), had last been sampled by DWQ in 1999. In 2004, notable problems
included elevated temperatures, turbidity, and low dissolved oxygen. Each of these negatively
affects trout populations. Frequent rainfall events in the watershed during 2004 may have
contributed to the increase in nonpoint source runoff, decreased water clarity, and increased total
phosphorus in comparison with levels observed in 1999, a drier year. Aquatic life in Lake
Sequoyah is Not Rated because of an insufficient number of samples.
The Upper Cullasaja Watershed Association (UCWA) has noted Lake Sequoyah, along with
most impoundments in the watershed, has shown significant impacts from sediment deposition.
Much of this sedimentation occurred prior to the enacting of local sediment and erosion control
measures but continues as development on steep slopes progresses (Chapter 6). Reducing
current sediment loads and removing existing sediment deposits are high priorities for many
local watershed residents.
In 2005, Hurricane Ivan aggravated flooding and erosion problems in the watershed leaving large
sediment deposits near critical drinking water intakes. The Town of Highlands, Upper Cullasaja
Watershed Association, and the Mirror Lake Improvement Association are working together to
secure funds to remove built-up sediment in the lakes and pave eroding gravel roads.
20 Chapter 1 – Little Tennessee Subbasin 04-04-01
Water Quality Initiatives
The Upper Cullasaja Watershed Association and the Town of Highlands have taken many
significant steps towards addressing water quality issues over the last assessment period. Since
its inception, UCWA’s primary focus has evolved from rainfall measurement and erosion control
to understanding and implementing effective stormwater management in the watershed.
UCWA received a Regional Geographic Initiative grant from the U.S. Environmental Protection
Agency to determine stakeholder concerns and issues within the watershed and define possible
solutions. In 2004, UCWA compiled their findings in the Upper Cullasaja River Watershed
Strategy and Action Plan. The action plan divides the watershed into four subbasins including:
Upper Cullasaja River, Mill Creek, Monger Creek, and Big Creek. General recommendations
are given for the entire watershed and specific tasks are outlined for each watershed. In
cooperation with agents from North Carolina State University, UCWA proceeded to publish an
addendum to the 2004 Action Plan that included a detailed assessment of both Mill and Monger
Creeks and an assessment of stream restoration opportunities in those watersheds. Several of the
key recommendations supported by DWQ are outlined below under “2007 Recommendations.”
Concurrent with the efforts described above, UCWA has been collecting monthly rainfall data
throughout the Highlands Plateau since 2000 and joined the Volunteer Water Information
Network (Chapter 13) program in 2005. With the help of this data and future data, UCWA plans
to work with the Town of Highlands to develop and implement the town’s comprehensive
stormwater management plan.
The Town of Highlands has received a $40,000 Clean Water Management Trust Fund grant to
develop a new stormwater management plan. The plan will include an inventory of existing
stormwater infrastructure, mapping of the stormwater system, stormwater modeling, preparation
of a Master Plan document, development of a stormwater-related capital improvement plan,
financial analysis, and an ordinance and policy review. Data provided by UCWA will be
instrumental in preparation of this plan. UCWA will also continue to seek opportunities to
partner with the Town of Highlands in managing urban stormwater runoff through specific
retrofit, conservation, and BMP-based projects.
The Town of Highlands receives drinking water from the Cullasaja and Big Creek watersheds.
In 2005, the Town extended its extraterritorial jurisdiction (ETJ) into areas outside the Town
limits, encompassing a large portion of the watershed. One objective for extending the ETJ was
to better manage the Cullasaja and Big Creek watersheds, which are classified WS-III and WS-II
respectively. Over the next five years, UCWA plans to work with the Town of Highlands in a
project that would identify and map perennial streams in these watersheds, both inside and
outside the Town limits, which are not currently identified on USGS maps. This will make
better protection of water resources possible through enforcement of the natural vegetative buffer
requirements in the Town’s existing watershed regulations. UCWA also intends to provide
documentation of soil erosion and sources of sediment loading in these streams.
2007 Recommendations
Substantial planning and assessment exercises were successfully completed during the last
assessment cycle. Two documents, the Upper Cullasaja Watershed Strategy and Action Plan
(UCWA, 2004) and the WARP study report (DENR, 2002) provide extensive recommendations
and justification for improved management and restoration activities in the watershed. During
the next assessment cycle, efforts should be focused on implementing those recommendations.
Chapter 1 – Little Tennessee Subbasin 04-04-01 21
Of the many recommendations outlined in these documents, DWQ feels the following
recommendations are the highest priority. They are listed in no particular order.
• Evaluate and implement the following at each of the impoundments in the upper Cullasaja
River watershed; minimum and/or bypass flows, sediment transport devices, and fish
passages. Doing so will allow passage of aquatic organisms and help address sediment build
up, elevated temperatures, and low dissolved oxygen levels. If the problems associated with
dams are not addressed, then the recovery potential for the Cullasaja River is limited and
other strategies listed below will have limited effect.
• Complete restoration projects at all sites identified in the Upper Cullasaja Watershed Strategy
and Action Plan. Successful completion will improve habitat conditions and stormwater
management in the watershed.
• Pesticide and nutrient management programs should be evaluated and improved to further
decrease the use of these materials and their potential to enter lakes and streams.
Homeowners and landscapers should also be educated about the responsible use of
pesticides, fertilizers, and hydroseed mix.
• Woody vegetation should be planted along cleared streams, and large woody debris and rock
clusters should be placed in the stream channel where wooded buffers are not planted. This
action will stabilize eroding streambanks, provide shade, and produce leaf packs and other
organic instream habitat.
1.4 Status and Recommendations for Waters with Noted Impacts
Based on DWQ’s most recent use support methodologies, the surface waters discussed in this
section are not Impaired. However, notable water quality problems and concerns were
documented for these waters during this assessment. Attention and resources should be focused
on these waters to prevent additional degradation and facilitate water quality improvements.
DWQ will notify local agencies of these water quality concerns and work with them to conduct
further assessments and to locate sources of water quality protection funding. Additionally,
education on local water quality issues and voluntary actions are useful tools to prevent water
quality problems and to promote restoration efforts. The current status and recommendations for
addressing these waters are presented below, and each is identified by an AU#. Refer to Section
1.1 for more information about AU#. Nonpoint source program agency contacts are listed in
Appendix VII.
1.4.1 Burningtown Creek [AU# 2-38]
Current Status
Burningtown Creek is the largest tributary to the Little Tennessee River downstream of Franklin.
Compared with much of the county, its watershed is largely undeveloped excepting light
residential and agricultural activities. The stream provides habitat for several sensitive species
including the spotfin chub, hellbender salamander, smoky dace, and the sicklefin redhorse.
DWQ sampled the fish and benthic communities at sites GF3 and GB30, respectively. Both sites
received Excellent bioclassifications, but some minor impacts from sedimentation were noted.
DWQ also sampled the upstream benthic community at site GB34. The site rated Good, slightly
lower than the downstream site.
22 Chapter 1 – Little Tennessee Subbasin 04-04-01
LTWA monitors Burningtown Creek and two of its tributaries, Younce Creek and Left Prong
Burningtown Creek. Their data shows a healthy fish population in Burningtown Creek and the
Left Prong. Younce Creek is degraded, but by unknown causes. They report impacts from cattle
near the mouth of Burningtown Creek.
2007 Recommendations
Further investigation is needed into the causes of degradation in Younce Creek. Once identified,
an appropriate solution can be determined. Cattle owners should consult with the Macon County
Soil and Water Conservation District to find ways to reduce impacts from their livestock.
1.4.2 Cartoogechaye Creek Watershed Including Cartoogechaye Creek [AU# 2-19-(1)
and 2-19-(10.5)], Allison Creek [AU# 2-19-3], Blaine Branch [AU# 2-19-13], Jones
Creek [AU# 2-19-2], Mill Creek [AU# 2-19-9], Wayah Creek [AU# 2-19-8-(8)]
Current Status
Cartoogechaye Creek is the second largest tributary to the Little Tennessee River in this
subbasin. It enters the river near the backwaters of Lake Emory. The creek’s watershed drains
west-central Macon County, and provides drinking water to the Town of Franklin. The benthic
community at site GB40 rated Good in 2004, down from Excellent in 1999. The habitat was
good, indicating the decline is likely due to a change in water quality. Site GB41, in the
headwaters, rated Excellent. The fish community at site GF6 rated Good. The watershed
becomes more urbanized and stresses stream health as it approaches Franklin.
Special Studies
The Little Tennessee Watershed Association (LTWA) also monitored fish communities in the
Cartoogechaye watershed at 14 locations. Their monitoring results indicate a high incidence of
the parasitic infection called blackspot. Blackspot is often associated with organic enrichment,
but can be found in healthy streams. LTWA reports blackspot was in decline in 2006. Further
monitoring will determine if the trend will continue.
LTWA also evaluated several tributaries to Cartoogechaye Creek. Blaine Branch and Mill Creek
(not to be confused with Mill Creek in Highlands) suffer from channelization, bank erosion,
development, and riparian zone disturbance. LTWA suspects Wayah Creek may have been
impacted by the LBJ Job Corps waste water treatment plant, but this plant recently connected to
the Town of Franklin sewer system. LTWA expects conditions in the creek to improve after this
connection. Allison Creek is under increased pressure from development.
In 1998, LTWA monitoring noted a dramatic decline in the fish community at a site near the
Macon County Recreation Park. Further investigation into the decline led to the identification of
an undocumented point source pollution problem. The problem was corrected and the fish
community improved immediately. This successful resolution indicates the practical value of
volunteer monitoring programs. Local volunteer programs provide monitoring resolution DWQ
does not have the resources to provide. In this case, local actions were able to correct a water
quality problem in a timely manner.
2007 Recommendations
Nutrient and erosion control measures are necessary on both agricultural and residential areas.
Residential landowners can use a variety of techniques to reduce pollution caused by runoff from
their property. Residents should refer to Chapter 6 and the document “Improving Water Quality
Chapter 1 – Little Tennessee Subbasin 04-04-01 23
in Your Own Backyard.” This pamphlet is available free of charge through the Division of
Water Quality and online at http://h2o.enr.state.nc.us/nps/documents/BackyardPDF.pdf. The
impacts from agricultural operations can be reduced through use of agricultural best management
practices. There are a variety of funding sources that can be used to make installation of these
improvements more affordable to farm owners. Chapter 9 describes many of these programs.
The Macon County Soil and Water District and local NRCS staff can assist farm owners with
choosing appropriate BMPs and identifying funding.
The Cartoogechaye Creek watershed also presents many opportunities for stream restoration and
stabilization projects. The detailed watershed information provided by LTWA should be used to
direct resources toward the most significant problems in the watershed.
1.4.3 Cowee Creek [AU# 2-29]
Current Status
Cowee Creek drains the northeast corner of Macon County, an area with historical ruby mining
operations and scattered residential and pasture areas. DWQ sampled the fish community at site
GF8 and the benthic community at site GB31 in 2004. The fish community was rated Good and
the benthic community rated Excellent, improving steadily from Good-Fair in 1994. Biologists
noted turbid water and slight sedimentation, but also collected the most pollution intolerant fish
species than at any other site in the subbasin.
LTWA collected fish samples on Cowee Creek and three of its larger tributaries: Caler Fork,
Matlock Creek, and Beasley Creek. Their results compare well with the DWQ samples and
indicate the fish community in the downstream reach is in good health. However, they note
significant impacts in and above Caler Fork, where sediment has a more significant impact.
LTWA measured the single largest drop in stream health at their site on Caler Fork. They report
turbidity problems on this stream even during dry spells. LTWA noted Matlock Creek is also
deteriorating, perhaps due to an increase in organic loading from development. Beasley is in
good condition and supports a healthy population of rainbow trout.
2007 Recommendations
Further investigation is needed to determine the cause of deterioration observed in Matlock and
Caler Creeks. If residential activities are identified as a primary stressor, residents should
implement BMPs to reduce runoff from their property. Residents should refer to Chapter 6 and
the document “Improving Water Quality in Your Own Backyard.” This pamphlet is available
free of charge through the Division of Water Quality and online at
http://h2o.enr.state.nc.us/nps/documents/BackyardPDF.pdf. Residents are also encouraged to
report sediment problems to the DENR Regional Office in Asheville.
1.4.4 Iotla Creek [AU# 2-27]
Current Status
The Iotla Creek watershed contains large amounts of agriculture and the Macon County Regional
Airport. Impacts from these land use practices are evident in both DWQ and LTWA sample
results. DWQ sampled this stream in two locations in 2004. The fish and benthic communities
were evaluated downstream of the airport at sites GB33 and GF15. At this location, the benthic
community rated Good and the fish community rated Good-Fair. Biologists noted sediment
problems, nutrient enrichment, and trash. The fish habitat rated lowest of any in the subbasin.
24 Chapter 1 – Little Tennessee Subbasin 04-04-01
The benthic community was sampled upstream at site GB37 and received a Good
bioclassification. The habitat at this site is similar to the downstream benthic site. An
agricultural ditch enters the creek just upstream of the sample location and adds to the sediment
problems observed.
Samples collected by LTWA confirm the instream habitat in Iotla Creek is some of the poorest in
the basin and much of the lower reach has been channelized. Despite these problems, LTWA
notes the spotfin chub has been collected near the confluence with the Little Tennessee River.
2007Recommendations
The nutrient and sediment impacts from agricultural activities should be reduced. These impacts
can be reduced through use of agricultural best management practices. There are a variety of
funding sources that can be used to make installation of these improvements more affordable to
farm owners. Chapter 9 describes many of these programs. The Macon County Soil and Water
District and local NRCS staff can assist farm owners with choosing appropriate BMPs and
identifying funding.
1.4.5 Little Tennessee River and Lake Emory [AU# 2-(1)b and 2-(1)c]
Current Status
The Little Tennessee River from the GA-NC state line to Mulberry Creek is considered Impaired
and is discussed in section 1.3.1. The Little Tennessee River from Mulberry Creek to Lake
Emory is not impaired and is discussed here. The Little Tennessee River gains volume rapidly
as it flows into North Carolina, becoming a major river. Land use in the watershed south of
Franklin is a mix of light commercial, agriculture, scattered residences and broken tracts of
forest. DWQ sampled the benthic community at GB10 and maintains ambient sampling stations
at site GA1 and GA7. Habitat problems include very poor riparian vegetation, lack of pools, and
infrequent riffles. DWQ performed a seasonally and flow adjusted trend analysis on the ambient
chemistry and determined significant upward trends in both total phosphorus and water
temperature over the period 1994 – 2004.
The Lake Emory segment is a run-of-river impoundment created in the 1920’s by construction of
Porter Bend Dam at Franklin. DWQ considered it shallow and eutrophic based on samples
collected in 1988. In 1994, DWQ Lake Assessment Unit ceased sampling this reservoir because
sediment accumulation prevented boat access. Sediment deposition had become so pronounced
that vegetation had become established on sediment bars and the upstream areas resembled a
braided stream rather than a lake. DWQ determined Lake Emory was no longer functioning as a
reservoir and TVA gave it an ecological health rating of Very Poor.
The USGS conducted an analysis of sediment loads to Lake Emory from 2000-2001. The study
compared sediment loads from the Cullasaja River, Cartoogechaye Creek, and the mainstem
Little Tennessee River. This study noted that riparian agricultural activities and increasing
urbanization in the upper portion of the watershed in the towns of Highlands and Franklin have
increased the river’s sediment load. The study also notes the dam has trapped many of those
sediments, protecting the downstream habitat in the Needmore area.
Downstream of Lake Emory, water quality and habitat improves significantly. TVA has been
monitoring this reach since 1998, rating it Good or Excellent each time. This section of river is
one of the healthiest major rivers in the southeast and supports a complete biological community.
Chapter 1 – Little Tennessee Subbasin 04-04-01 25
In 2004, a major conservation purchase was completed in the Needmore area, protecting the
flood plain along 26 miles of the river (See section 1.5.1). While this purchase was a significant
move forward towards permanent protection for the river, recent data from NCWRC, USFWS,
and citizen observations indicate the river remains threatened by upstream pollution.
Unpublished data from NCWRC indicate the Appalachian elktoe population below Lake Emory
is in decline. Excess sediment is being deposited in the reach as development continues
upstream and outside the Needmore Tract without sufficient erosion control. Historically, many
wetland areas both in and around the Needmore tract we damaged and now need restoring.
2007 Recommendations
The heavy sediment in Lake Emory and increasing loads in the downstream reach demonstrates
the need for strong sediment and erosion control, wetland restoration, and streambank
stabilization throughout the entire watershed. Macon County has adopted a Soil Erosion &
Sedimentation Control Ordinance that helps reduce erosion problems originating from certain
new land disturbing activities. This ordinance must be vigorously enforced. Erosion from
agricultural operations can be reduced through use of agricultural best management practices.
There are a variety of funding sources that can be used to make installation of these
improvements more affordable to farm owners. Chapter 9 describes many of these programs.
The Macon County Soil and Water District and local NRCS staff can assist farm owners with
choosing appropriate BMPs and identifying funding. Wetland restoration opportunities should
be pursued as they arise.
1.4.6 Rabbit Creek [AU# 2-23]
Current Status
The Rabbit Creek watershed lies northeast of Franklin and drains the Holly Springs community.
DWQ evaluated the fish community at site GF22 in 2004, when it received a Good-Fair
bioclassification. The riparian zone was significantly degraded and needs restoration. The
riparian zone included manicured lawns, pastures, unstable banks, and invasive weeds. The
stream was more turbid than most streams in the subbasin.
LTWA has been sampling Rabbit Creek for many years. From 1990 to 2000, the fish
community rating steadily improved. Recovery from disturbance during golf course construction
and removal of cattle access may be responsible for the improvement. Unfortunately, LTWA
data began showing a decline in 2001 and 2002. The negative changes appear to be related to
increasing sedimentation originating from poor land use practices in Cat Creek, a tributary to
Rabbit Creek.
Cat Creek suffers from severe habitat degradation due to land clearing activities, channelization,
livestock access, and several small impoundments. In 2000, a half-mile reach of Cat Creek was
re-channelized and the riparian zone was cleared. This action resulted in a significant increase in
streambank erosion and sediment delivery to Rabbit Creek.
2007 Recommendations
Restoration in Cat Creek will likely improve conditions in Rabbit Creek. Restoration options
should be evaluated and if deemed feasible, a restoration plan for Cat Creek should be developed
and executed. In the meantime, residential landowners can use a variety of techniques to reduce
pollution caused by runoff from their property. Residents should refer to Chapter 6 and the
document “Improving Water Quality in Your Own Backyard.” This pamphlet is available free
26 Chapter 1 – Little Tennessee Subbasin 04-04-01
of charge through the Division of Water Quality and online at
http://h2o.enr.state.nc.us/nps/documents/BackyardPDF.pdf. The impacts from agricultural
operations can be reduced through use of agricultural best management practices. There are a
variety of funding sources that can be used to make installation of these improvements more
affordable to farm owners. Chapter 9 describes many of these programs. The Macon County
Soil and Water District and local NRCS staff can assist farm owners with choosing appropriate
BMPs and identifying funding.
1.4.7 Walnut Creek [AU# 2-21-17]
Current Status
Walnut Creek is a tributary to the middle reaches of the Cullasaja River and is adjacent to the
Ellijay Creek watershed. It is a high gradient Southern Appalachian-type trout stream with
plunge pools and riffles. DWQ sampled the fish and benthic communities in 2004 (sites GF30
and GB43). The benthic site was sampled in response to complaints of dead fish, soapy water,
and development. There are no NPDES discharges in the watershed, but conductivity was
elevated for a mountain stream. The results from the benthic sample suggest instream habitat
appears to be declining. Increased residential development along the stream banks and
agricultural activities in the watershed are affecting the riparian and in-stream habitats by
increasing the sediment load. The stream is significantly embedded with sand at site GB43. The
fish site technically qualified as a regional reference site based on land use calculations and
despite noted sediment problems. The fish community was typical of many un-impacted trout
streams (low species diversity, a reproducing population of naturalized rainbow trout, and
mottled scuplin being the numerically dominant species).
2007 Recommendations
Residential landowners can use a variety of techniques to reduce sediment runoff from their
property. Residents should refer to Chapter 6 and the document “Improving Water Quality in
Your Own Backyard.” This pamphlet is available free of charge through the Division of Water
Quality and online at http://h2o.enr.state.nc.us/nps/documents/BackyardPDF.pdf. The impacts
from agricultural operations can be reduced through use of agricultural best management
practices. There are a variety of funding sources that can be used to make installation of these
improvements more affordable to farm owners. Chapter 9 describes many of these programs.
The Macon County Soil and Water District and local NRCS staff can assist farm owners with
choosing appropriate BMPs and identifying funding.
1.5 Additional Water Quality Issues within Subbasin 04-04-01
The previous sections discussed water quality concerns for specific stream segments. The
following section discusses issues that may threaten water quality in the subbasin that are not
specific to particular streams, lakes, or reservoirs. The issues discussed may be related to waters
near certain land use activities or within proximity to different pollution sources.
This section also discusses ideas, rules and practices in place to preserve and maintain the
pristine waters of the Little Tennessee River basin. This is particularly important because many
of the waters are designated as high quality or outstanding resource waters (HQW and ORW,
respectively). Those surface waters given an Excellent bioclassification may be eligible for
reclassification to a High Quality Water (HQW) or Outstanding Resource Water (ORW). These
streams are shown in Table 3. Special management strategies, or rules, are in place to better
Chapter 1 – Little Tennessee Subbasin 04-04-01 27
manage the cumulative impact of pollutant discharges, and several landowners have voluntarily
participated in land conservation, stabilization, and/or restoration projects.
1.5.1 The Land Trust for the Little Tennessee River Corridor Protection Project:
Protecting Water Quality Through Land Conservation
The LTLT is a locally-led 501(c)3 non-profit organization based in Macon County with a
mission to conserve the waters, forests, farms, and heritage of the Upper Little Tennessee and
Hiwassee River Valleys. Since 1997, the LTLT has been a driving force for water quality
protection in the Little Tennessee basin. Through a multitude of partnerships, LTLT has
channeled resources into three programs: rural land conservation, land stewardship and
restoration, and outreach and education—each of which is having direct and positive impacts on
water quality in the basin.
Principal among these, LTLT’s rural land conservation program helps to protect water quality by
protecting private lands, such as headwater forest areas or bottomland floodplains, from
inappropriate development. This is accomplished by working with private landowners to place
conservation easements on their property, by accepting gifts of land, and by purchasing at-risk
properties.
Since January 2002, a strategic goal of LTLT has been the protection, through easement or
purchase, of 75 percent of the land fronting the main stem of the Little Tennessee River between
Franklin and Fontana Reservoir. The 25 miles of free-flowing Little Tennessee River
downstream of the town of Franklin is considered by many to be the “Noah’s Ark” of Blue
Ridge rivers due to its rich biological diversity, being home to half the native, freshwater fish
species in North Carolina and the greatest diversity of freshwater mussels in the State. The river
corridor also encompasses the most intact archeological landscape remaining of the 18th century
Cherokee and is a key link in a forested corridor connecting the Nantahala and Cowee Mountain
Ranges.
A keystone to this river corridor conservation project was achieved in January 2004, when the
4500-acre Needmore Tract was purchased by the State of North Carolina. The Tract
encompasses 26 miles of Little Tennessee River frontage-- over half of this reach of river--along
with 37 miles of tributary streams. LTLT helped unite efforts by rural residents, local
governments, sportsmen and environmentalists to conserve this extraordinary landscape. The $19
million dollar purchase was made possible by $7.5 million from the Ecological Enhancement
Program, $6.6 million from the Clean Water Management Trust Fund, $1.5 million from the
Natural Heritage Trust Fund, $2 million from the US Fish and Wildlife Service and $2 million
from private foundations and individual donations, including from LTLT and its supporters. The
Tract is now managed by the NC Wildlife Resources Commission.
LTLT has continued to expand this work to conserve this entire river corridor, both upstream and
downstream of Franklin. By December 2006, LTLT expects to have protected 16 additional
parcels along this lower reach of the Little Tennessee River, totaling 663 acres and 5.44 miles,
bringing the total river frontage protected to 63 percent. In addition, LTLT continues to protect
key nodes along the Little Tennessee River upstream of Franklin, with 6 parcels containing over
180 acres and almost 3 miles of river frontage protected so far.
28 Chapter 1 – Little Tennessee Subbasin 04-04-01
1.5.2 Management Strategies for Water Quality Protection
Municipalities and smaller outlying communities are being pressured to expand and this involves
construction and/or development in areas of pristine waters along the Little Tennessee River and
its tributaries. High Quality Water (HQW) and Outstanding Resource Water (ORW) are
supplemental classifications to the primary freshwater classification(s) placed on a waterbody.
Management strategies are associated with the supplemental HQW and ORW classifications and
are intended to protect the current use of the waterbody. Below is a brief summary of these
strategies and the administrative code under which the strategies are found. More detailed
information can be found in the document entitled Classifications and Water Quality Standards
Applicable to Surface Waters and Wetlands of North Carolina (NCDENR-DWQ, 2004). This
document is available on-line at http://h2o.enr.state.nc.us/admin/rules/. Definitions of the
primary and supplemental classifications can be found in Chapter 5.
HQW is intended to protect waters with water quality higher than the state’s water quality
standards. In the Little Tennessee River basin, waters classified as Water Supply I and II (WS-I
and WS-II), ORW, and waters designated by the NC Wildlife Resources Commission (WRC) as
native (wild) trout waters are subject to HQW rules. Streams that petitioned for WS-I or WS-II
or are considered Excellent based on biological and physical/chemical parameters may qualify
for the HQW supplemental designation.
New discharges and expansions of existing discharges may, in general, be permitted in waters
classified as HQW provided that the effluent limits are met for dissolved oxygen (DO),
ammonia/nitrogen levels (NH3-N), and the biochemical oxygen demand (BOD5). More stringent
limitations may be necessary to ensure that the cumulative effects from more than one discharge
of oxygen-consuming wastes will not cause the dissolved oxygen concentration in the receiving
water to drop more than 0.5 milligrams per liter (mg/l) below background levels. Discharges
from single-family residential structures into surface waters are prohibited. When a discharge
from an existing single-family home fails, a septic tank, dual or recirculation sand filters,
disinfection, and step aeration should be installed (Administrative Code 15A NCAC 2B .0224)
In addition to the above, development activities which require an Erosion and Sedimentation
Control Plan under the NC Sedimentation Control Commission or an approved local erosion and
sedimentation control program are required to follow stormwater management rules as specified
in Administrative Code 15A NCAC 2H .1000 (NCDENR-DWQ, 1995). Under these rules,
stormwater management strategies must be implemented if development activities are within one
mile of and draining to waters designated as HQW. The low-density option requires a 30-foot
wide vegetative buffer between development activities and the stream. This option can be used
when the built upon area is less than 12 percent of the total land area or the proposed
development is for a single-family residential home on one acre or greater. Vegetated areas may
be used to transport stormwater in the low-density option, but it must not lead to a discrete
stormwater collection system (e.g., constructed). The high-density option is for all land
disturbing activities on greater than one acre. For high-density projects, structural stormwater
controls must be constructed (e.g., wet detention ponds, stormwater infiltration systems,
innovative systems) and must be designed to control runoff from all surfaces affected by one
inch or more of rainfall. More stringent stormwater management measures may be required on a
case-by-case basis where it is determined additional measures are needed to protect and maintain
existing and anticipated uses of the water (Administrative Code 15A NCAC 2H .1006).
Chapter 1 – Little Tennessee Subbasin 04-04-01 29
ORWs are unique and special surface waters that have some outstanding resource value (e.g.,
outstanding fish habitat and fisheries, unusually high levels of water-based recreation, special
ecological or scientific significance). No new discharge or expansions on existing discharges are
permitted. Rules related to the development activities are similar to those for HQW, and
stormwater controls for all new development activities requiring an Erosion and Sedimentation
Control Plan under the NC Sedimentation Control Commission or an approved local erosion and
sedimentation control program are required to follow stormwater management rules as specified
in Administrative Code 15A NCAC 2H .1000 (NCDENR-DWQ, 1995). In addition, site-
specific stormwater management strategies may be developed to protect the resource values of
these waters.
Many of the streams in this subbasin are also classified as trout (Tr) waters, and therefore, are
protected for natural trout propagation and maintenance of stocked trout. There are no watershed
development restrictions associated with the trout classification; however, the NC Division of
Land Resources (DLR), under the NC Sedimentation and Pollution Control Act (SPCA), has
requirements to protect trout streams from land disturbing activities. Under G.S. 113A-57(1),
“waters that have been classified as trout waters by the Environmental Management Commission
(EMC) shall have an undisturbed buffer zone 25 feet wide or of sufficient width to confine
visible siltation within the twenty-five percent of the buffer zone nearest the land-disturbing
activity, whichever is greater.” The Sedimentation Control Commission, however, can approve
land-disturbing activities along trout waters when the duration of the disturbance is temporary
and the extent of the disturbance is minimal. This rule applies to unnamed tributaries flowing to
the affected trout water stream. Further clarification on classifications of unnamed tributaries
can be found under Administration Code 15A NCAC 02B .0301(i)(1). For more information
regarding land-disturbing activities along designated trout streams, see the DLR website at
http://www.dlr.enr.state.nc.us/.
Those streams noted as having Excellent bioclassifications in Table 3 may qualify for HQW or
ORW classification. There may also be many more streams in the basin that qualify for such
designation that DWQ has not monitored. DWQ relies on citizen requests to initiate the stream
reclassification process (See Section 5.1.4) and encourages requests for reclassification to HQW
or ORW when it is warranted. Appropriate stream classification will help to protect water
quality in the long-term.
Native Southern Appalachian Brook Trout occupy many high elevation streams in the Little
Tennessee River Basin. They are the only trout native to the southern Appalachian Mountains
and require clear, cold streams to survive. They are very sensitive to excess sediment. Efforts
to restore and expand their populations across the basin will benefit from designation as HQW or
ORW. Those streams that can support Native Appalachian Brook Trout should be identified
and evaluated for qualification as HQW or ORW.
30 Chapter 1 – Little Tennessee Subbasin 04-04-01
1.5.3 Septic System Concerns
Development of rural land in areas not served by sewer systems is occurring rapidly in the Little
Tennessee River basin. Hundreds of permit applications for onsite septic systems are approved
every year. Septic systems generally provide a safe and reliable method of disposing of
residential wastewater when they are sited (positioned on a lot), installed, operated, and
maintained properly. Rules and guidelines are in place in both Georgia and North Carolina to
protect human health and the environment. Water quality is protected by locating the systems at
least 50 feet away from streams and wetlands, limiting buildable lot sizes to a ¾-acre minimum,
and installing drain fields in areas that contain suitable soil type and depth for adequate filtration;
drinking water wells are further protected by septic system setbacks.
Septic systems typically are very efficient at removing many pollutants found in wastewater
including suspended solids, metals, bacteria, phosphorus, and some viruses. However, they are
not designed to handle other pollutants that they often receive such as solvents, automotive and
lubricating oil, drain cleaners, and many other household chemicals. Additionally, some
byproducts of organic decomposition are not treated. Nitrates are one such byproduct and are the
most widespread contaminant of groundwater in the United States (Smith, et al., 2004).
One septic system generates about 30 to 40 pounds of nitrate nitrogen per year (NJDEP, 2002).
Nitrates and many household chemicals are easily dissolved in water and therefore move through
the soil too rapidly to be removed. Nitrates are known to cause water quality problems and can
also be harmful to human health (Smith, et al., 2004).
Proper location, design, construction, operation, and maintenance of septic systems are critical to
the protection of water quality in a watershed. If septic systems are located in unsuitable areas,
are improperly installed, or if the systems have not been operated and/or maintained properly,
they can be significant sources of pollution. Additionally if building lots and their corresponding
septic systems are too densely developed, the natural ability of soils to receive and purify
wastewater before it reaches groundwater or adjacent surface water can be exceeded (Smith, et
al., 2004). Nutrients and some other types of pollution are often very slow to leave a lake
system. Therefore, malfunctioning septic systems can have a significant long-term impact on
water quality and ecological health (PACD, 2003).
Local governments, in coordination with local health departments, should evaluate the potential
for water quality problems associated with the number and density of septic systems being
installed throughout their jurisdiction. Long-term county-wide planning for future wastewater
treatment should be undertaken. There are water quality concerns associated with both
continued permitting of septic systems for development in outlying areas and with extending
sewer lines and expanding wastewater treatment plant discharges. Pros and cons of various
wastewater treatment options should be weighed for different parts of the county (based on soil
type, depth, proximity to existing sewer lines, etc.) and a plan developed that minimizes the risk
of water quality degradation from all methods employed.
In addition, local governments, again in coordination with local health departments, should
consider programs to periodically inform citizens about the proper operation of septic systems
and the need for routine maintenance and replacement. Owners of systems within 100 feet of
streams or lakes should be specifically targeted and encouraged to routinely check for the
Chapter 1 – Little Tennessee Subbasin 04-04-01 31
warning signs of improperly functioning systems and to contact the health department
immediately for assistance in getting problems corrected.
1.5.4 Floodplain Protection
The riverside land that gets periodically inundated by a river's floodwaters is called the
floodplain. Floodplains serve important purposes. They:
• temporarily store floodwaters,
• improve water quality,
• provide important habitat for river wildlife, and
• create opportunities for recreation.
Natural floodplains help reduce the heights of floods. During periods of high water, floodplains
serve as natural sponges, storing and slowly releasing floodwaters. The floodplain provides
additional "storage," reducing the velocity of the river and increasing the capacity of the river
channel to move floodwaters downstream.
When the river is cut off from its floodplain by levees and dikes, flood heights are often
increased. The construction of levees along the Lower Missouri River, for example, has
increased flood heights by as much as twelve feet. By contrast, protected floodplain wetlands
along the Charles River in Massachusetts store and slowly release floodwaters -- providing as
much "storage" as a medium-sized reservoir.
Natural floodplains also help improve water quality. As water courses through the floodplain,
plants serve as natural filters, trapping sediments and capturing pollutants. Nitrogen and
phosphorous (found in fertilizers) that wash off farm fields, suburban backyards and city streets
ignite a chemical chain reaction which reduces the amount of oxygen in the water, suffocating
fish and other aquatic organisms.
Many floodplain plants will use nitrogen and phosphorous before they can reach the river,
improving water quality. Many cities have built artificial wetlands to reduce water treatment
costs. Studies of heavily polluted waters flowing through Tinicum Marsh in Pennsylvania, for
example, have shown significant reductions in phosphorous and nitrogen. The water treatment
value of Georgia's 2,300-acre Alcovy River Swamp is more than $1 million a year. Floodplains
also play an important role in the recharging of groundwater supplies (American Rivers, 2006).
County governments are strongly encouraged to adopt and implement comprehensive floodplain
protection. Doing so will help protect its aquatic resources over the long-term. Guidance on
floodplain ordinance adoption is provided by the Association of State Flood Plain Managers a
www.floods.org.
1.5.5 Special Management Strategies for Threatened and Endangered Species
Several streams in Little Tennessee River subbasin 04-04-01 are home to Federally listed
Threatened and Endangered Species. The Little Tennessee River hosts the Appalachian Elktoe,
Littlewing Pearlymussel, and the Spotfin Chub. The Spotfin Chub is also found in 11 tributaries
to the Little Tennessee River downstream of Lake Emory including Cowee Creek. Recent
studies indicate the Spotfin may also be present in Licklog Creek, pushing the total colonized
32 Chapter 1 – Little Tennessee Subbasin 04-04-01
tributaries to 12. The entire river from the GA/NC state line to Fontana Lake is designated as
critical habitat. Section .0100 of the Administrative Code states the following:
Certain waters provide habitat for federally-listed aquatic animal species that are listed as
threatened or endangered by the U.S. Fish and Wildlife Service or National Marine
Fisheries Service under the provisions of the Endangered Species Act, 16 U.S.C. 1531-
1544 and subsequent modifications. Maintenance and recovery of the water quality
conditions required to sustain and recover federally-listed threatened and endangered
aquatic animal species contributes to the support and maintenance of a balanced and
indigenous community of aquatic organisms and thereby protects the biological integrity
of the waters. The Division shall develop site-specific management strategies under the
provisions of 15A NCAC 2B .0225 or 15A NCAC 2B .0227 for those waters. These
plans shall be developed within the basinwide planning schedule with all plans completed
at the end of each watershed's first complete five year cycle following adoption of this
Rule. Nothing in this Rule shall prevent the Division from taking other actions within its
authority to maintain and restore the quality of these waters.
An interagency team from the USFWS, the NC Wildlife Resources Commission and the NC
Natural Heritage Program was asked to develop technical reports to support NCDWQ’s
development of site-specific management strategies to restore water quality in the Little
Tennessee River Basin. It is intended to provide a framework for getting additional stakeholder
input prior to formulating the water quality management strategy which will be completed
through rule-making by NCDWQ (with the requisite public involvement and Environmental
Management Commission oversight).
Chapter 1 – Little Tennessee Subbasin 04-04-01 33
34 Chapter 1 – Little Tennessee Subbasin 04-04-01