HomeMy WebLinkAboutSUB202000190 Study 2020-12-09 South Fork Rivanna River TMDL Study
First Technical Advisory Committee Meeting
December 9, 2020
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Figure 1. Location of South Fork Rivanna River watershed and associated impairments.
1. Summary of Impairments
The 267 mi2 South Fork Rivanna River(SF Rivanna) watershed is located in Albemarle County.
Thirteen impaired streams within the watershed are to be included in this study (Table 1). These
streams have been listed on the 303(d) Impaired Waters List with a biological impairment.
Monitoring data collected by both the Virginia Department of Environmental Quality(DEQ) and
the Rivanna Conservation Alliance (RCA) has shown that the aquatic macroinvertebrate
community has been negatively impacted by pollution in the watershed. These data indicate that
the streams do not support the aquatic life use designation,resulting in their impairment listing.
Table 1.Impairments to be included in the South Fork Rivanna River TMDL study.
Waterbody Name Impairment Description Length Initial Listing
(Miles) Date
1 Broad Axe Run Headwaters to confluence with Mechums River 8.31 2004
Waterbody Name Impairment Description Length Initial Listing
(Miles) Date
Lickinghole Creek Headwaters to confluence with Mechums River 8.93 2010
Confluence with Stockton to Lickinghole confluence 2.07 2004
Mechums River
Headwaters to confluence with Stockton Creek 13.09 2004
Spring Creek Headwaters to upper end of Lake Albemarle 3.48 2012
Slabtown Branch Headwaters to confluence with Lickinghole Creek 4.92 2010
Parrott Branch X-trib Headwaters to confluence with Parrott Creek 1.15 2010
Fishing Creek Headwaters to confluence with SF Rivanna River 12.53 2012
Reservoir
5 mile upper limit of PWS designation to confluence with 2,56 2008
SF Rivanna Reservoir
Ivy Creek Little Ivy Creek confluence to 5 mile upper limit of PWS 4.02 2008
designation
Headwaters to confluence with Little Ivy Creek 5.49 2010
Little Ivy Creek X-trib Headwaters to confluence with Ivy Creek 4.44 2016
Naked Creek Headwaters to confluence with SF Rivanna River 9.82 2010
Powell Creek Headwaters to confluence with SF Rivanna River 10.36 2010
SF Rivanna RWSA public water intake to confluence with Rivanna 3.47 2010
River
SF Rivanna X-trib Headwaters to confluence with SF Rivanna River 3.2 2010
2. Stressor Analysis Approach
The goal of the Stressor Analysis is to identify the pollutant(s) responsible for the benthic
impairment. This is accomplished by assembling all available data on potential stressors to the
aquatic community and weighing the likelihood that each pollutant may be a stressor to aquatic
macroinvertebrates in each stream. Table 2 shows the pollutants evaluated as stressors in the SF
Rivanna River watershed. Each potential stressor is assigned to one of three categories: non-
stressor,possible stressor and probable stressor through this process.
Table 2. Candidate stressors evaluated in the stressor analysis.
Pollutants
pH Dissolved Sulfate Ammonia
Dissolved Oxygen Total Dissolved Ions Dissolved Metals
Temperature Suspended Solids Sediment Toxics
Conductivity Deposited Sediment Sediment Metals
Dissolved Chloride Organic Matter Pesticides
Dissolved Sodium Nitrogen Polycyclic Aromatic Hydrocarbons(PAHs)
Dissolved Potassium Phosphorus Polychlorinated Biphenyls(PCBs)
Additional Contributing Factors
Habitat Historic Land Use Practices and Existing Dams and Impoundments
Dams
Legacy Sediment Current Land Use Practices
DEQ used a decision making tool developed by EPA, known as CADDIS (Causal Analysis
Diagnosis Decision Information System), to weigh the likelihood that each pollutant was a
probable stressor to aquatic macroinvertebrates in each stream. The CADDIS approach evaluates
14 lines of evidence that support or refute each potential stressor as the cause of impairment. In
each stream, each candidate stressor is scored from-3 to+3 based on each line of evidence. Total
scores across all lines of evidence are then summed and those with scores greater than 3 are
classified as probable stressors(Table 3).
Table 3. CADDIS scoring system and classification framework for stressors.
Total Score Classification
<-2
-1 Non-Stressor
0
+1
+2 Possible Stressor
+3
+4
+5 Probable Stressor
3. Data Used for Stressor Analysis
A large and comprehensive data set was available and used for the SF Rivanna stressor analysis
(Table 4). Benthic data were available from 16 Virginia Department of Environmental Quality
(DEQ) stations and 22 Rivanna Conservation Alliance (RCA) stations. Historic water quality
information was available from 18 DEQ monitoring sites between 2005 and 2020. James Madison
University(JMU) supplemented this data set with continuous (15-minute interval) monitoring of
conventional water quality parameters over 1-2 week periods at four sites (Fishing Creek, Ivy
Creek,Mechums River and SF Rivanna River)in summer 2020.Physical measurements of habitat,
relative bed stability, and land use were also made throughout the watershed. Results from other
published studies in the watershed were also consulted to corroborate the findings of the stressor
analysis.
Table 4.Data used for SF Rivanna stressor analysis.
Data Type Source Locations Timeframe Description Analysis Performed
Family -spatial trends
DEQ 16 sites 2005-2019 or -temporal trends
Benthic organism counts,8 metric -individual metric analysis
scores, 1 multi-metric(SCI
RCA 22 sites 2004-2019 -community composition
score) -functional feeding guilds
Water quality parameters -spatial trends
DEQ 18 sites 2005-2020 measured at various times -temporal trends
at various locations -regression with benthic data
Water Quality -comparison to water quality
Data Continuous water quality standards
JMU 4 sites Summer monitoring(15-minute -comparison to regional
2020 interval)of 5 parameters references
over 1-2 week period -comparison to effect
thresholds
-regression with benthic data
Visual habitat assessment -comparison to regional
Habitat DEQ 16 sites 2005-2019 including 10 metrics and 1 references
multi-metric score -comparison to effect
thresholds
-individual metric analysis
Measurements of channel -regression with benthic data
Geomorphic structure,dimension,bed -comparison to effect
(Relative Bed DEQ 9 sites 2009-2019 substrate,woody debris, thresholds
Stability) and estimated stability of
the channel bed
1-m resolution spatial land -spatial analysis by
Land Use VGIN State-wide 2016 use data based on 2011- subwatershed
2014 orthophotography -regression with benthic data
-primary model input
StreamWatch Land use Study(Murphy,J. 2010.Land Use and Stream Health in the Rivanna Basin,
2007-2009.Stream Watch,Charlottesville,VA.)
RCA Biennial Stream Health Reports
VCU Instar Study(Garman,G.,S.Mclninch, D. Hopler,and W.Shuart.2010.Stream Health
Ecological Assessment for the Rivanna River Basin,Virginia.)
Other RRBC Healthy Waters Project Report(Rivanna River Basin Commission.2011. Final Report:
Corroborating 319BAY-2007-21PT. Rivanna Healthy Waters Pilot Project.RRBC,Charlottesville,VA.)
Studies RWSA South Fork Rivanna River Reservoir Study(Rivanna Water and Sewer Authority.2018.
Reservoir Water Quality and Management Assessment,Charlottesville,VA.)
Streambed Permeability Study(May,C.2008.Streambed Permeability and Substrate
JMU Sampling in Selected Tributaries to the Rivanna River.James Madison University,
Harrisonburg,VA.)
Other academic and scientific references
4. Preliminary Stressor Analysis Findings
The stressor analysis is still ongoing, and not all data have been incorporated yet. However, the bulk of the analysis conducted to date
does provide preliminary evidence of probable stressors. A summary of total scores assigned to each stream through the CADDIS
process is provided in Table 5.
Table 5.Total causal analysis scores by stream and by candidate stressor.Green indicates non-stressors,orange indicates possible stressors,
and red indicates probable stressors.
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pH -14 -14 -17 -16 -17 -14 -15 -12 -15 -13 -14 -14 -17
Temperature -8 -10 -7 -4 -8 -13 -12 -8 -8 -3 0 -5 -10
Conductivity/Total Dissolved Solids -14 -20 -14 -15 -14 -19 -16 -3 -14 -18 -15 -15 -19
Dissolved Sodium and Sulfate 0 -12 -10 -6 -8 -7 -10 0 -7 -10 -6 -3 -6
Ammonia -3 -3 -6 -6 -3 -6 -3 -1 -3 -3 -3 -3 -3
Dissolved Metals -4 -4 -4 -4 -4 -8 -4 -4 -4 -4 -8 -4 -4
Sediment Toxics -3 -3 -3 -3 -3 -12 -3 -2 -2 -3 -12 -2 -4
Dissolved Chloride and Potassium -3 -8 -9 -10 -9 -8 -11 -3 -3 -10 -6 -6 -10
Organic Matter -4 -4 -4 -4 -4 -3 -4 -4 -4 -4 0 -4 -5
Nitrogen -7 -1 -5 -8 -6 -11 -4 9 -4 -7 -3 -3 -10
Phosphorus -9 -1 -8 -6 -6 -4 -1 -2 -8 -6 5 -3 -7
Dissolved Oxygen -13 0 -9 -14 -11 -15 -8 -10 -6 -10 4 -4 -16
Sediment 23 25 23 15 17 19 20 18 24 17 22 19 4
Dam - - - - - - - - - - 3 - -
Sediment
Preliminary findings point to sediment as a likely stressor in each of the impaired watersheds.
Some lines of evidence supporting this preliminary finding include:
• Taxonomic community structure indicated shifts to Dipteran-dominated communities that
prefer sediment and away from Ephemeroptera, Plecoptera, and Trichoptera, which
generally prefer clean substrate. Trichoptera present in impaired streams were
predominantly Hydropsychidae,which is also indicative of excess sediment in the stream.
Hydropsychidae is a family of net-spinning caddisflies, which spin nets of silk to trap
particles as a food source. The Hydropsychidae are more pollution tolerant than most other
Trichopteran families and can thrive in enriched and sediment laden environments. The
example below from Powell Creek in Forest Lakes (downstream of the Ashwood Blvd.
bridge) demonstrates the typical community structure observed in the impaired streams in
the watershed.
Long Island Creek:Small Reference Stream Powell Creek
4
4et-
•Gastropoda • Pelecypoda • Lumbriculida
•Plecoptera •Coleoptera • Ephemeroptera
•Trichoptera (Hydro) •Trichoptera minus Hydro • Diptera
•Other
• Functional feeding group analysis indicated shifts to filterers and collectors that prefer
sediment conditions and away from shredders and scrapers that prefer clean substrate. The
example from Lickinghole Creek at the Route 680 Bridge in Crozet demonstrates this shift
in community composition.
•Collector it Filterer Predator ■Scraper ■Shredder
100%
90%
0 80%
N 70%
a 60%
v 50%
"c 40%
£ 30%
u 20%
10%
0%
Lickinghole Creek Long Island
• Habitat metrics that indicate excess sediment and substrate embeddedness (SEDIMENT
and EMBED) were low compared to reference conditions. Additionally, streambank
stability and vegetation metrics (BANKS and BANKVEG) were typically lower than
reference conditions,suggesting bank erosion is an issue of concern in the impaired streams
(example below from the Fishing Creek monitoring station off of Willwood Drive in
Earlysville).
•Fishing Creek ■Long Island Creek
25
20 * * * *
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1to
/1!_' 10
to
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• Relative bed stability measurements indicated that bottom substrates in the impaired
streams were dominated by sand and fine material when compared to a similar reference
stream where bottom substrates were predominantly gravel, cobble and bedrock. The
example below shows bottom substrate composition along a 150 meter reach in Broad Axe
Run upstream of Route 682 just above Interstate 64.
Broad Axe Run
100
90
80
70
60
50
40
30
20
10
0
Broad Axe Run Long Island
•Bedrock •Cobble ■Coarse Gravel
■Fine Gravel •Sand ■Fines
■Other
• Visual evidence of incised stream channels, steep and unstable streambanks, and sand-
dominated bed substrate are all indicative of a sediment stressor.
Phosphorus
For the impaired segment of the South Fork Rivanna River below the reservoir, preliminary
findings point to phosphorus as a likely stressor in addition to sediment. Some lines of evidence
supporting this preliminary finding include:
• Dissolved oxygen periodically dipped into the range of high probability for stressor
effects and frequently approached the water quality standard (WQS) of 5 mg/L during
diurnal monitoring in July 2020.
SF Rivanna River
J 12
None
E 10
[Lo
C 8
Me um
O 8
d 4 High
o 2 —2-RRS001.8 I
y p 0 —WQS
0 0 0 0 0 0 0 0
NNN NNNNNN
CO - OO Q) 0 N
N NNN
ti N- I-
• Over 40%of total phosphorus data points fell within the medium probability of stressor
effects category and 10% of points fell within the high probability category at the South
Fork Rivanna River monitoring station below the reservoir.
0.26
0.24
0.22
0.2
0.0
E 0.18 High
`; 0.16
s 0.14
a
p 0.12
a 0.1
0.08
Medium
0.06
0.04 Low11111
0.02 None 1 1
0
Mechums SF Rivanna Reference
• RWSA study of the reservoir showed average TP concentration between 2015 and 2017
was 0.054 mg/L, with a maximum value of 0.191 mg/L. Monitoring of chlorophyll a (a
measure of phytoplankton) in the reservoir provides further evidence of nutrient
enrichment. Secchi depths recorded between 2015 and 2017 indicated that the reservoir is
eutrophic, with a mean depth of 1.64 m between 2015-2017 at the deeper of the two
monitoring stations, and a mean depth of 1.3 m at the shallower station. Typically, secchi
depths of less than 2 m are indicative of a eutrophic state.
• Nitrogen to phosphorus ratios in SF Rivanna streams indicate that phosphorus is the
limiting nutrient that would control algal growth and subsequent dissolved oxygen levels.
Nitrogen
In addition to sediment, nitrogen was identified as a probable stressor in X-Trib Parrott Branch.
Some lines of evidence supporting this preliminary finding include:
• Total nitrogen concentrations fell within the medium probability of stressor effects range,
with multiple excursions into the high probability range.
3
2.5 High
2 TS
E
v1.5 Medium
00
0 y
2 1 ST
0.5 Low 1 oil
None 1 i
0
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• Considerable shifts in the benthic community to pollution tolerant organisms including
Lumbriculida (aquatic worms), which comprised nearly 40% of the population and are
highly tolerant of low dissolved oxygen concentrations. Additionally, sensitive EPT taxa
were entirely absent from the stream.
Parrott Branch X-Trib Long Island Creek:Small Reference Stream
\ /
•Gastropoda • Pelecypoda • Lumbriculida
•Plecoptera • Coleoptera • Ephemeroptera
•Trichoptera (Hydro) •Trichoptera minus Hydro • Diptera
•Other
Additional Contributing Factors
In addition to the probable stressors identified above, there are several contributing factors that
also influence these watersheds.
• Historic Land Disturbance -The widespread deforestation and intensive agriculture of the
1820-1930s in the piedmont region have produced a legacy of accumulated sediment in
valley bottoms that characterize present-day piedmont streams. This legacy contributes to
current sediment loads, channel morphology, and stream habitat conditions.
• Historic Dams - In addition to historic forest clearing and intensive agriculture in the
piedmont region,Walter and Merritts(2008)suggest that the presence of historic mill dams
significantly contributed to the present morphology of streams in the region and resulting
sediment loads.
• Imperviousness — The most significant land use correlation with benthic health was the
percentage of imperviousness within SF Rivanna watersheds (r2 = 0.86). As the
imperviousness of the watershed increased, benthic scores decreased. Based on the
regression relationship developed for the SF Rivanna,impaired stream conditions with SCI
scores <60 were predicted at levels of watershed imperviousness above 3.8%.
70
•
60 : •
•
•
50 • ... - - - -
•
v
0 40 -
V) 30 • •
•
20
10 1
0
0% 10% 20% 30% 40% 50%
%Impervious Cover in Watershed
• Existing Impoundments-There are a number of existing impoundments throughout the SF
Rivanna River drainage, most notably the SF Rivanna River Reservoir. Diurnal dissolved
oxygen patterns in Fishing Creek also suggest that the four impoundments upstream of the
monitoring station may be impacting nutrient cycling in the creek. The process of
damming a river and creating a lake inherently alters the ecology of the stream by changing
flow regimes, temperature regimes, and nutrient and organic matter dynamics.