HomeMy WebLinkAbout19960470 Ver 1_Monitoring Report_20081201 (2)YEAR 3 MONITORING and CLOSEOUT REPORT
for the
FOSSON MITIGATION SITE
PAINT FORK CREEK,
MADISON COUNTY, North Carolina
EEP PROJECT NUMBER 92702
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Prepared in Partnership with the
North Carolina Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, N.C. 27699-1652
North Carolina Wildlife Resources Commission
Watershed Enhancement Group
December 2008
1.0 Executive Summary
The Fosson mitigation site, North Carolina Ecosystem Enhancement Program Project
Number 92702, Paint Fork Creek, Madison County, N.C., was constructed in late August and
early September 1999; the as-built data was collected in October 1999. It was originally
constructed as mitigation for the North Carolina Department of Transportation's (NCDOT)
Transportation Improvement Project Number A-10 C& D (A-10) road project. Monitoring year
1 (MY1) and monitoring year 2 (MY2) survey data were collected in 2003 and 2004. The
following report summarizes stream survey activities associated with monitoring year 3 (MY3),
2007, the eighth year following project construction, and will serve as the closeout report for the
Fosson mitigation site.
Morphometric parameters of the channel are within the range of values expected based on
design values and the values recorded during MY1 and MY2. The project reach is classified as a
C5 stream type. Although the project reach is characterized by having a low slope and a low
sinuosity, the width/depth ratio of the project reach is the main factor the project reach being a C
stream type. Based on a surrogate flow gage hydrograph, 15 bankfull events >1,000 cfs occurred
between September 1999 and September 2007.
Density of woody stems in the larger tree plots (1,350 stems/acre) exceeded the minimum
success criterion for woody stems/acre. However, species diversity within the tree plots was
limited to 7 species. Silky dogwood Cornus amomum and silky willow Salix sericea comprised
68% of the woody stems in the tree plots. Woody stems were observed throughout the
conservation easement and performing as would be desired eight years after planting. Planted
vegetation is not only contributing to channel bank stability, but also helping buffer solar
warming of surface water; shading of the stream channel was absent in the pre-project
assessment.
Overall, the project site has benefited from the sloping and reshaping of the left channel bank
and the establishment of the woody riparian vegetation. The Fosson site is performing as
proposed and should be considered for closeout by North Carolina Ecosystem Enhancement
Program (EEP) and state and federal regulatory agencies.
2.0 Introduction
This monitoring report is submitted as partial fulfillment of the off-site stream mitigation
requirements for the NCDOT A-10 road project (I-26) in Madison County. From 1999 to 2004
all reports associated with this mitigation site were prepared for the NCDOT stream mitigation
program. In 2005, responsibility for this site was transferred from NCDOT to the EEP. This
document was prepared using the framework developed by Mulkey, Inc. This was done to
maintain consistency with methods used in earlier field collections and reports and to facilitate
the comparison of the 2007 data with previous years' data.
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout Report-Final, December 2008
North Carolina Wildlife Resources Commission
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2.1 Project Description
The Fosson mitigation site (1.17 acres) is located on Paint Fork Creek, immediately adjacent
to Paint Fork Road (SR 1530) in the southeastern portion of Madison County, approximately 3.9
miles east of Mars Hill, N.C. and 16.5 miles northeast of Asheville, N.C. (Figure 1). The project
reach is 1,700 linear feet, has a 13.6 mil watershed, and is located in the French Broad River
basin.
2.2 Purpose
The purpose of the project was to improve water quality, riparian habitat quality, channel
bank stability, and to enhance aquatic habitat of Paint Fork Creek (NCWRC 1999). Specific
objectives were to:
1) Increase floodplain width at the bankfull elevation along Paint Fork Creek and an
unnamed tributary.
2) Install rock vanes, J-hook vanes, and root wads to reduce near bank stress and to enhance
aquatic habitat.
3) Reshape main stem and tributary channel banks to a stable slope from the bankfull
elevation up to the existing grade (left banks only).
4) Establish a conservation easement on the left banks of the main stem and the tributary.
5) Revegetate the project area with native flora.
2.3 Project History
The effort to provide mitigation for the A-10 road construction project began in 1996 when a
Memorandum of Agreement between the NCDOT and the North Carolina Wildlife Resources
Commission (NCWRC) was signed. The MOA called for the NCWRC to provide stream
mitigation on NCDOT's behalf for stream impacts under the jurisdiction of the U.S Army Corps
of Engineers (USACE). The original USACE section 404 permit and amendments required
25,912 linear feet of mitigation for unavoidable impacts to trout streams due to the road
construction project.
The NCDOT also worked with representatives from the USACE, U.S. Environmental
Protection Agency, U.S. Fish and Wildlife Service, Natural Resources Conservation Service
(MRCS), North Carolina Division of Water Quality, and the Madison County Soil and Water
Conservation District to form a mitigation review team (MRT). The purpose of the MRT was to
develop criteria and policies for selecting stream reaches for mitigation. Members of the MRT
also collaborated on project monitoring components, success parameters, and assessed mitigation
credits to be awarded.
The Fosson site was approved by the MRT to provide compensatory mitigation for the A-10
road project. The project site and conceptual mitigation plan also were approved by the MRT in
1998 (Exhibit Table 1; NCWRC 1998). The construction plan was completed in April of 1999
(NCWRC 1999). Project construction began in August 1999 and the as-built report was
completed in October of 2000 (NCWRC 2000).
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout Report-Final, December 2008
North Carolina Wildlife Resources Commission
Although it has been eight years since construction was completed, the 2007 site survey
reflects only the third year of monitoring. The first monitoring year for morphometric and
vegetative surveys was March 2003 (MY1, Mulkey 2003). The monitoring year 2 survey (MY2)
was conducted in May 2004 (Mulkey 2004; Exhibit Table 1).
Exhibit Table 1. Project History
Completion Date Activity
August 1996 USACE permit for A-10 (I-26) acquired - action ID 199505135
July 1998 NCWRC Conceptual Site Plan Completed
May 28, 1999 Conservation Easement Acquired
April 1999 NCWRC Construction Plan Completed
August 1999 Site Grading Commenced
August 1999 Site Planted with Temporary and Native Perennial Seed Mix
January 2000 Site Planted with Live Stakes and Bare Rooted Trees
October 2000 NCWRC As-built Report Completed
March 2003 Stream Channel Monitoring (MY I)
March 2003 Vegetation Monitoring (MY I)
May 2004 Stream Channel Monitoring (MY2)
May 2004 Vegetation Monitoring (MY2)
October 2007 Stream Channel Monitoring (MY3)
October 2007 Vegetation Monitoring (MY3)
June 2008 NCWRC Monitoring Year 3 Report
2.4 Debit Ledger
The MRT anticipated that the Fosson project would generate 1,700 linear feet of stream
mitigation credits. This was based on a system of one mitigation credit for every foot of channel
placed in a conservation easement.
2.5 Success Criteria
The MRT developed the framework of success criteria used to evaluate the A-10 mitigation
projects that included a number of metrics (Exhibit Table 2). These criteria, developed by the
MRT with input from the USACE, were the early framework of monitoring success criteria and
were later adopted in part by USACE in their stream mitigation guidelines document (USACE
2003). These criteria included a combination of the following parameters: two bankfull events
within a five year monitoring period, reference photos, channel stability, riparian vegetation
survival, and response of fish and invertebrate populations, if specifically required by permit
conditions. Overall successor failure of the A-10 mitigation project sites was to be based on a
combination of three of these four parameters.
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout Report-Final, December 2008
North Carolina Wildlife Resources Commission
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Exhibi t Table 2. Earl Framework of Mitigation Monitoring Success Criteria
Parameter Success' Failure' Action
(requires no action
Photo Reference
Sites
When significant
i ongitudinal Photos No significant aggradation, Significant aggradation, aggradation,
i ateral Photos degradation, or erosion degradation, or erosion degradation, or erosion
occurs, remedial actions
will be undertaken
Channel Stability
Cross-Sections Minimal evidence of When significant
i ongitudinal instability (down-cutting, Significant evidence of evidence of instability
Profiles deposition, erosion, decrease instability occurs, remedial actions
Pebble Counts in article sizeF will be undertaken
Plant Survival
>75% coverage in Photo <75% coverage in Photo Areas <75% coverage
Survival Plots Plots Plots will be reseeded or
Stake Counts >80% survival of stakes 4/m2 <80% survival of stakes, fertilized or both. i ive
Tree Counts >80% survival of bare rooted 4/m2 stakes and bare-rooted
trees <80% survival of bare- trees will be replanted to
rooted trees achieve >80% survival
Biological indicators only used for projects with otential to make watershed level changes)
Reasons for failure will
Invertebrate
Population Population measures remain Population measures be evaluated and
Fish Po
ulation the same or improve indicate a negative trend remedial action plans
p developed and
implemented
Subjective determinations of significance or success was to be determined by majority decision of the MRT.
3.0 Stream Assessment
3.0.1 Pre-Construction Conditions
The main stem project reach was classified during the initial site assessment as a C4b stream
type using the Rosgen (199617classification system. It had an entrenchment ratio of 5.9,
width/depth ratio of 12.6, and a sinuosity of 1.2 (Exhibit Table 3; NCWRC 1999F. The stream
also had a bankfull width of 34.0 ft, mean depth of 2.7 ft, and a bankfull cross-sectional area of
88.1 ft2. e istorically, the left channel bank was adjoined by agricultural fields and had a narrow
riparian buffer width. Woody vegetation was absent on the left bank, with the exception of few
mature trees. The adjoining landowner (right bankF, elected not to participate in the mitigation
program, but did agree to perform recommended improvements within the riparian area and to
the right channel bank adjoining the Paint Fork Creek. Therefore, the conservation easement at
the Fosson mitigation site protects only one side (left bankFof Paint Fork Creek and the unnamed
tributary. Agricultural fields (row crops and landscape nurseryFbordered the narrow right bank
riparian area where few large trees existed within the upper two-thirds of the project reach. The
lower third (--400 ftFof the right bank riparian area (portion between the SR 1530 right-of-way
and the stream channelF contained a denser stand of mature hardwoods. e erbaceous vegetation
consisted primarily of reed canarygrass Phalaris arundinacea and tall fescue Festuca sp.
(NCWRC 1998E
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout 5 eSFTWFinD, DeFeP Fer 2008
North Carolina Wildlife Resources Commission
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The small unnamed tributary (0.13 mil watershedFthat forms the eastern boundary of the
project extent also contained sparse riparian vegetation and was adjoined on the both banks by
agricultural fields. This tributary is the common property boundary between the two
landowners, as is the case on Paint Fork Creek. During the pre-project assessment it was
determined that the tributary was a deeply entrenched G type channel with severely eroding
channel banks (Rosgen 1996; NCWRC 1998E
3.0.2 Post-Construction Conditions
By sloping and reshaping the left channel bank of Paint Fork Creek to a more natural
condition, the left bank floodplain width was increased. Coir logs were installed on the left bank
to define the bankfull channel width and elevation. Two single arm rock vanes were installed on
the left bank (sta. 4+65; sta. 6+OOF. A J-hook vane was constructed upstream of the 2 single arm
rock vanes (sta. 4+59F. Four root wad structures were installed on the left bank at sta. 0+50 (2F
and 2+50 (2F. The left bank riparian zone was replanted with native herbaceous and woody
vegetation (Exhibit Table 4E Although outside the conservation easement area, the adjacent
landowner did slope and reshape the right channel bank along the upper portion (2700 ftFof the
property. Because the right channel bank is within the SR 1530 right-of-way along lower portion
of the project reach and is heavily wooded, work was not done in that area. A farm management
plan developed for the site included fencing on the left bank and one gravity fed watering tank.
e owever, the landowner (Mr. FossonFdecided the fencing and watering tank were not necessary,
so the farm management plan for this site was not executed.
The left bank of the unnamed tributary was sloped, reshaped, and a flood plain bench
excavated at the bankfull elevation for the first 200 ft upstream from the confluence with Paint
Fork Creek. Coir logs were used on the left bank to define the bankfull channel width and
elevation. The left bank riparian zone was replanted with native herbaceous and woody
vegetation. The adjoining landowner did not complete any channel or riparian vegetation
improvements on the right bank of the small tributary.
3.1 Stream Assessment Results
This report contains the MY3 survey data and serves as a closeout report summarizing project
conditions including channel dimension and profile surveys, pebble counts, hydrologic events
documentation, vegetative condition, and site photographs for the Fosson mitigation site.
i ocations of all fixed survey stations, established for the purpose of post-construction
monitoring, are presented in the plan view drawing (Figure 2E
3.1.1 Cross-Section Surveys
Five cross-sections were established on Paint Fork Creek and one on the unnamed tributary
following construction. They have been surveyed during each of the three monitoring years
(Figure 2; Appendix A Tables A.1-6.F. The morphological characteristics summary of all cross-
sections combined provides a comparison of mean values of channel dimensions (Exhibit Table
3E The width/depth (mean 13.3Fand the entrenchment ratios (mean 3.8Fare of particular
interest. These values drive the broad level channel classification and are the reasons for the
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout 5 eSRrWFmD, DeFeP Eer 2008
North Carolina Wildlife Resources Commission
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stream maintaining an overall C stream type classification. Additionally, by sloping and
reshaping the left channel bank, the flood prone width was increased from approximately 50 ft to
>100 ft, except at cross-section 1 where the flood prone width was 40.3 ft. The channel banks
were not reshaped in the immediate vicinity of cross-section 1 (lower most portion of the project
reach) due to poor access to the channel below the Fosson driveway bridge. The moderate
entrenchment of cross-section 1 nudges the classification to a Bc stream type at this particular
location.
Stream type classification changed from a Cb in the pre-project assessment in 1999 to a C in
MY3 (2007). This change can be attributed to the shaping and sloping of the left channel bank
that increased the flood prone cross-sectional width. As a result, the entrenchment ratio
classification changed from moderately to slightly entrenched.
Bankfull cross-sectional area ranged from a low of 27.8 ft2 (MY 1) to 68.7 ft2 (MYO). This
wide range of values for bankfull cross-sectional area suggests that the elevation of bankfull may
have been misinterpreted in the field (i.e., located at a lower elevation on the channel bank for
MYl compared to MYO). The disparity in the identification of bankfull elevation between MY1
and MYO also influenced the measurement of bankfull width. Mean bankfull width ranged from
20.3 ft in MYl to 31.5 ft in MYO. Bankfull cross-sectional area and width, for MY3, fell within
the range of mean values for previous surveys and were 43.4 ft2 and 23.8 ft.
The project reach has maintained a moderate to high width/depth ratio (>12). Cross-section
2 was the only location where the width/depth ratio was low (10.5) and fell into the category of
an E stream type (<12.0). Moreover, vegetation establishment and the subsequent trapping and
accumulation of suspended material during high flow events appear to have contributed to the
narrowing of the channel corridor in places.
Morphological characteristics for the six individual cross-sections, cross-section plot
overlays, and representative cross-section photos are presented for comparative purposes in
Appendix A Tables A.1-6.
Cross-section I (Appendix Table A. 1.1.).-This cross-section transects a run. There has been
little change in this cross-section from 1999 (as-built) through 2007 (MY3). Evidence of lateral
channel movement (bank erosion) was not observed along either streambank. The left bank has
aggraded slightly, most likely due to suspended sediments being trapped by the riparian
vegetation. This aggradation has resulted in the decrease of bankfull width when compared to
previous years monitoring values. Unlike the other main stem cross-sections, cross-section 1
was determined to be a Bc stream type. This is due to moderate entrenchment ratio (1.6) present
at this cross-section.
Cross-section 2 (Appendix Table A.1.2).-This cross-section transects a run. The left and
right banks of this cross-section have remained stable during the eight years following
construction. The planted vegetation on the left bank is well established; the riparian buffer on
the right bank, between SR 1530 and the stream channel, is well established with mature trees.
The thalweg has experienced little to no change. Unlike the other 4 cross-sections, the
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout Report-Final, December 2008
North Carolina Wildlife Resources Commission
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width/depth ratio at this cross-section has been <12 during each of the monitoring surveys and is
the reason for the E stream type classification at this location.
Cross-section 3 (Appendix Table A.1.3).-This cross-section transects a pool. The thalweg at
cross-section 3 has shown no evidence of change over the eight years since project construction.
Aggradation of the left bank has occurred, most likely due to vegetation trapping sediments
during high flows, and a stable bench is present. The left and right banks are stable and well
vegetated. This cross-section was noted as being a run feature in earlier surveys; however, it
now contains characteristics more typical of a pool feature. The cross-section is located in a
slight meander and the thalweg would be deeper and located closer to the left bank if not for the
bedrock channel bed.
Cross-section 4 (Appendix Table A.1.4).-This cross-section transects a riffle. The thalweg at
cross-section 4 has remained relatively stable following construction with only slight deepening
(z0.5 ft) since MY2, but the right and left channel banks have changed over the 8-year period
since construction. The left bank has degraded z1.5 ft, whereas the right bank has experienced
z5.0 ft of aggradation forming a stable bench that defines the bankf ill channel. Currently, both
the left and right channel banks are stable and well vegetated with woody species.
Cross-section 5 (Appendix Table A.]. 5). -This cross-section transects a run. The thalweg at
cross-section 5 is situated near the center line of the channel, very similar to its location when
compared with previous surveys. The left channel bank appears to have degraded slightly (--0.5
ft) since project completion. The right channel bank has aggraded Z1.0 ft since the as-built
survey was conducted in 1999. Both the left and right channel banks appeared well vegetated
and stable during the MY3 survey.
Cross-section 6 unnamed tributary (Appendix Table A.]. 6.).-This cross section transects a
run and is the only cross-section on the unnamed tributary. This tributary is the common
boundary between the Fosson property and the adjacent landowner. The channel bed aggraded
z0.5 ft between the as-built survey and the MYI survey. The channel bed has remained at its
current elevation since MYI. The left and right channel banks show no indication of lateral
movement since MY I; however, aggradation did occur on both sides of the channel following
the as-built survey. The left bank is stable, and woody vegetation has become established. The
right bank is also stable at this location. However, at various other locations along the right
bank, the bank is vertical, sloughing, and unstable. Unfortunately, the right bank is outside the
project boundary and therefore was not addressed during project construction. A bench was
excavated on the left bank at the bankfull elevation during construction and is likely the reason
the stream type changed from a G to an E at this cross-section.
3.1.2 Longitudinal Survey
The longitudinal profile of the entire Paint Fork Creek project reach was surveyed (sta. 0+00
to sta. 9+71; Appendix A.2.). Elevations of the stream bed, water surface, bankfull indicators,
and top of the low banks were captured. Channel sinuosity was 1.2, and the average water
surface slope was 0.006 ft/ft (Exhibit Table 3). The MY3 longitudinal profile survey data
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout Report-Final, December 2008
North Carolina Wildlife Resources Commission
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revealed the thalweg and both channel banks were stable and had minimal aggradation,
degradation, and lateral movement occurring along the entire reach.
Stream structures.-Seven stream structures (2 rock vanes, 1 J-hook vane, and 4 root wadsF
were installed during construction. The upstream most two root wad structures (sta.0+50Fwere
barely recognizable during the MY3 survey. These two structures have become incorporated
into the left bank and surrounded with vegetation. The two root wads installed at sta. 2+50,
installed in an area of bank erosion before construction, are stable and performing as designed.
The J-hook vane (sta. 4+57Flocated at cross-section 4 is functioning as designed although most
of the length of the arm portion of the structure has been covered with sediment deposits and
incorporated into the left bank. The two single arm rock vane structures (sta. 4+65 and 6+0017
also have become incorporated into the left channel bank and covered with depositional
materials and vegetation, making both of these structures difficult to distinguish in the field.
3.1.3 Pebble Counts
Pebble counts were taken at each cross-section to determine the extent of change, if any, in
bed material composition (Appendix A.3.E Mean particle size for each of the particle size
classes has fluctuated during the monitoring surveys (Exhibit Table 3E Mean particle sizes of
the channel before construction for the D50 and D84 particle size classes were 15.7 mm and
183.0 mm, medium gravel and large cobble. The MY1 D50 (35.6 mmFwas coarse gravel,
whereas it was small cobble (114.0 mmFfor the D84. The mean D50 particle sizes declined
following the MY1 survey to very coarse sand (MY2 = 1.3 mm; MY3 = 1.8 mmFas did the mean
D84 particle sizes for MY3, very coarse gravel (48.6 mmE
The MY3 pebble counts revealed this site had one of the lowest mean D50s and the lowest
mean D84 particle sizes observed since project construction. 1 ver the course of monitoring, the
project reach channel substrate has changed from a gravel bed (type 417to one of sand (type 5E
In fact, mean particles size for all categories have generally declined during each of the three
monitoring surveys. With the left bank and right bank riparian vegetation well established, one
would expect the D50 and D84 particle sizes to increase. The decrease in particle sizes may be
influenced by upstream land use practices (development, agriculturalF, or by the presence of
bedrock within the channel bed throughout most of the project reach. Bedrock lined channels are
not conducive for bed material accumulation; materials that do settle out on top of bedrock can
easily become mobilized during high flow events. The D50 was highest at cross-sections 4 and 5
(2.0 mm and 5.0 mmE These two cross-sections do not have bedrock dominated substrates.
Neither mid-channel nor transverse bars were observed within the project reach.
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout 5 eSPrWFinD, DeFeP Fer 2008
North Carolina Wildlife Resources Commission
Exhibit Table 3. Morphological Characteristi cs Summary of all Cross-Sections
Variable Pre-
construction As-built
2000 MY1
2003 MY2
2004 MY3
2007
Drainage Area (mi2F 13.6 13.6 13.6 13.6 13.6
Bankfull Width (ftF(meanF 34.0 31.5 20.3 22.2 23.8
Bankfull Mean Depth (ftF(meanF 2.7 2.2 1.4 1.7 1.8
Width/Depth Ratio (meanF 12.6 14.7 15.0 13.2 13.3
Bankfull Cross Sectional Area (ft2F(meanF 88.1 68.7 27.8 37.5 43.4
Maximum Bankfull Depth (ftF(meanF 4.0 3.6 2.2 2.6 3.1
Width of Floodprone Area ($F(meanF 200 90.6 158.4 158.4 88.1
Entrenchment Ratio (meanF 5.9 2.9 5.2 5.2 3.8
Water Surface Slope (ft/ftF 0.006 0.006 0.007 0.007 0.006
Particle Size Class (mean) a
D16 (mmF 0.1 0.1 <0.0062 0.2
D35 (mmF 4.4 1.4 0.2 0.5
D50 (mmF 15.7 25.6 1.3 1.8
D84 (mmF 183.0 114.0 90.0 48.6
D95 (mmF Bedrock 304.0 664.0 515.0
a Particle size class data were not collected during the as-built survey.
3.2 Hydrologic Data and Bankfull Verification
In the absence of a stream gage in the project drainage, the Ivy River stream gage was used
as a surrogate (Appendix AA.F. The Ivy River gage is in r SGS e ydrologic r nit 06010105, is
located at 1,700 ft above mean sea level, and has a drainage area of 158 mil. Based on the N.C.
Rural Mountain Regional e ydraulic Geometry Curve graph, a discharge of 450-500 cfs at the
Ivy River gage correlates to the bankfull flow for the project reach (Mulkey 2003F. Between the
time construction was completed in September 1999 and September 2007 there have been >30
flow events >500 cfs recorded at the Ivy River gage (r SGS 2008F. Fifteen of these events
exceeded 1,000 cfs (Appendix Table A.4.11 Three bankfull events at the project site between
April 2000 and March 2003 were photographically documented (Appendix A.5.F. e igh flow
discharges >500 cfs recorded on consecutive days were counted as a single bankfull event.
3.3 Fixed Station Photos
Four fixed station photo locations document project site conditions from 1999 (before
constructionFthrough 2007 (Appendix A.61 The planted vegetation along the left bank has
become well established over the eight years since installation. Although outside the project
extent, the adjoining landowner has allowed the right bank vegetation to mature. Planted woody
vegetation is >15 ft in height and has enhanced stability of both channel banks. With a protected
riparian buffer on each side of the channel corridor, channel banks have stabilized and tree
foliage is now blocking direct sun light to the channel, which should help reduce daytime water
temperature increases.
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout 5 eSPrWFinD, DeFeP Eer 2008
North Carolina Wildlife Resources Commission
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3.4 Problem Areas
No problem areas such as scour and erosion or failing stream structures were observed during
the MY3 survey. The disturbed areas present during construction, left banks of Paint Fork Creek
and the unnamed tributary, have become stabilized with the vegetation plantings and with the
natural recruitment of herbaceous and woody vegetation. The channel corridor also is stable.
4.0 Vegetation Assessment
During construction, disturbed areas were seeded with a temporary seed mix (brown top
millet Panicum ramosum and winter wheat Triticum sp.Fand a perennial native seed mix
consisting of herbaceous and woody species (Exhibit Table 4E Following construction the left
bank conservation easement areas adjacent to Paint Fork Creek and the unnamed tributary were
planted with a large quantity (no numbers availableFof live stakes and bare-rooted shrubs and
trees (NCWRC 2000; Exhibit Table 4E
Although woody seed species (11Fwere sown with herbaceous seed species (14F, the
contribution of those seeds is unknown. Giving the keen competition for light and water, it is
most likely the woody stems planted as live stakes and bare rooted specimens are the dominant
woody stems from replanting. The herbaceous layer of sown native seed and wild recruited
varieties likely out-competed the woody seed species during the first few years of riparian
establishment. Moreover, woody stems ranging from > 15 ft cover the easement area, and it is
unlikely these would have attained this size in only eight years if they had germinated from seed.
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout 5 eSR'KinD, DeFeP Fer 2008
North Carolina Wildlife Resources Commission
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Exhibit Table 4. Native Seed Mix and Wood Vegetation Planted
Type Scientific Name Common Name
Native Seed Mix
Acer rubrum Red maple
Acer saccharinum Silver maple
Aronia arbuti olia Red chokeberry
Ascle ias incarnata Swam milkweed
Carex lu ilina e o sedge
Ce halanthus occidentalis Button bush
Cornus amomum Silky dogwood
Eleocharis alustris Creeping s ikerush
EI mus vir inicus s it inia wild e
Eu atorium tstulosa Joe P ye weed
Fraxinus enns lvanica Green ash
flex verticillata Winterberry
Juncus e usus Soft rush
Leersia o ?oides Rice cut grass
N ssa s Ivatica Black um
Onoclea sensibilis Sensitive fern
Panicum clandestinum Deerton ue
Prunus serotina Black cherry
uercus alustris Pin oak
Sambucus canadensis Elderberry
Scir us americanus Threesquare s ikerush
Scir us atrovirens Green bulrush
Scir us c erinus Wool grass
Scir us validus Softstem bulrush
Tri ascum dac loides Eastern ama rass
i ive Stakes
Cornus amomum Silk dogwood
Salix ni ra Black willow
Salix sericea Silk willow
Bare-Rooted Trees
Betula ni ra River birch
Cornus sericea Red-osier dogwood
Fraxinus enns lvanica Green ash
Ju lans ni a Black walnut
uercus hellos Willow oak
Salix ni a Black willow
Sambucus canadensis Elderberry
4.1 Plot Descriptions, Photographs, and Sampling
In 2003, two large (1,000 ft2; plots A and BFtree plots and six smaller (10.8 ft2; plots 1-617
vegetation monitoring plots were established (Mulkey 2003F. All plots were used to provide
photo reference points of vegetation performance (Appendix B. LE In both the tree plots and all
six vegetation plots, woody stems were tagged, identified to species, and enumerated. All tree
and vegetation plots were resurveyed in 2007 (MY3F. All counted stems for MY3 included both
planted and naturally regenerated stems.
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout 5 eSR WFinD, DeFeP Eer 2008
North Carolina Wildlife Resources Commission
12
Tree plot A is situated on the left bank upstream of cross-section 5, beginning near station
1+75. Tree plot B is located on the left bank between cross-sections 2 and 3, beginning near
station 6+25 (Figure 2E s egetation plot 1 is located along the left bank of the unnamed
tributary, near cross-section 6. s egetation plot 2 is located within tree plot A. s egetation Plots
3 (sta. 3+75Fand 4 (sta. 5+30Fare located between tree plots A and B. s egetation plot 5 is
located within tree plot B, and vegetation plot 6 is located downstream of cross-section 2 (sta.
8+25F. The six smaller vegetation plots also were used to assess woody stem density (planted
and naturally regeneratedE
4.2 Vegetation Monitoring Results
Tree Plot A.-Silky dogwood Cornus amomum was the dominant woody species in this tree
plot, comprising 64% of the total stems counted (Exhibit Table 5E Eight black locusts Robinia
pseudoacacia and a bitternut hickory Carya cordiformis had naturally regenerated into this plot
since 2003. 1 verall, woody stem density decreased by 15% from MY2 to MY3 due to the loss
of 16 elderberry Sambucus canadensis. The decline of plants in this plot can probably be
attributed to the presence of Japanese knotweed Reynoutria japonica = Fallopia japonica =
Polygonum cuspidatum. This exotic plant has formed a dense, monotypic canopy in much of
tree plot A. Several tagged, dead stems were observed under the canopy of Japanese knotweed.
blackberry Rubus sp. and reed canary grass Phalaris arundinacea were present in the herbaceous
layer along the channel margin.
Tree Plot B.-Silky willow Salix sericea was the dominant woody species in this plot,
comprising 53% of the total stems counted (Exhibit Table 5E Willow oak Quercus phellos and
silky dogwood (18%Fwere equally abundant. Total numbers of stems nearly doubled from MY2
to MY3. Most of this increase is attributable to recruitment of silky willow (16 stemsl these
stems were most likely live stakes that have matured over the past eights years, but were not
included as woody stems in earlier counts. A black locust also naturally recruited into the plot
following the MY2 survey. The herbaceous layer was dominated by blackberry. 1 ther
herbaceous species present included reed canary grass and Japanese knotweed.
Vegetation Plot I unnamed tributary.-1 ne black willow and two silky dogwoods were
observed during MY3, with one of the silky dogwood recruited since MY2. The herbaceous
layer consisted of a goldenrod Solidago sp. mixed with tall fescue Festuca sp.
Vegetation Plot 2.-vero woody stems were recorded during MY3; the one elderberry stem
reported in MY1 was no longer present. Reed canary grass and blackberry were the dominant
herbaceous species present.
Vegetation Plot 3.-Woody stem density was unchanged in s egetation Plot 3 from MY2 to
MY3. 1 ne silky dogwood was observed in the plot. The herbaceous layer consisted of
goldenrod mixed in with tall fescue.
Vegetation Plot 4.-Woody stem species were absent from this plot. Reed canary grass and
black berry were the dominant herbaceous vegetation.
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout 5 eSFrWFinD, DeFeP Eer 2008
North Carolina Wildlife Resources Commission
13
Vegetation Plot 5.-1 ne staghorn sumac Rhus typhina naturally recruited into this plot since
the MY2 survey. Reed canary grass, goldenrod, and blackberry were observed in the herbaceous
layer.
Vegetation Plot 6. No woody stems were present in this plot. Blackberry and Japanese
honeysuckle Lonicera japonica were the dominant herbaceous species. Tall fescue also was
documented in the plot. It appears to be encroaching from the adjoining field.
A density of 320 planted woody stems per acre is used as the criterion to determine
vegetation success for the first three years following installation (r SACE 2003F. The required
density for year-4 is 290 stems per acre, whereas it is 260 stems per acre for year-5. A woody
stem density threshold of 260 stems per acre has been met at the project site for both of the larger
monitoring plots surveyed in MY3. The mean density of woody stems for both tree plots
combined was 1,350 stems per acre (Exhibit Table 5E Stem diversity for the larger tree plots
consisted of seven woody species; however, plots were dominated by silky dogwood and silky
willow, which comprised 68% of the woody stems. Three woody species recruited into the tree
plots since MY2; these were black locust (9F, bitternut hickory (1F, and tag alder (1F.
Woody stem counts for the larger tree plots are of most significance. The smaller vegetation
plots were used to count woody stems, but covered such a small area (10.8 ft2Fonly a single stem
was needed in the plot to meet the minimum criteria.
Exhi bit Table 5. Ve etation Monitoring Results
o
0 3
Total
Total
Total
Density
Plots 3 - o 2 a ° Stem Stem Stem (Stems/
3
Q -
¢
x 0
?
o
Count
Count
Count
AcreF
x x > 2003 2004 2007 2007
`" `) MY1F MY2F MY3F MY3F
Tree Plots MY3 Woody Stem Counts
Plot A (1,000 ft2F 18 8 1 1 34 33 28 1,220
Plot B (1,000 ft2F 18 6 1 1 2 6 22 18 34 1,481
Average Density 1,350
Vegetation Plots MY3 Woody Stem Counts
plot 1 10.8 ft2F 1 2 2 2 3 12,100
Plot 2 10.8 ft2F
Plot 3 (10.8 ft2F 1 1 1 1 4,033
Plot 4 10.8 ft2F
Plot 5 (10.8 ft2F 1 1 4,033
Plot 6 10.8 ft2F
Avera e Density 3,361
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout 5 eSPrWFinll, DeFeP Eer 2008
North Carolina Wildlife Resources Commission
14
4.3 Invasive Exotic Vegetation Occurrence
Exotic species were present within the project area, with Japanese knotweed, tall fescue, and
reed canarygrass being the most prevalent. Japanese knotweed was particularly abundant,
forming dense, monotypic stands in several parts of the conservation easement. Japanese
knotweed has out competed many of the planted woody stems. Other invasive exotic species
present in low densities included multiflora rose Rosa multijlora, oriental bittersweet Celastrus
,orbiculatus, and Japanese honeysuckle Lonicera japonica.
5.0 Biological Indicators
As a condition of the USACE section 404 permit for the A-10 project, NCDOT was to
develop a biological monitoring plan for the mitigation sites. To the best of our knowledge, no
fish or aquatic insect sampling was completed.
6.0 Closeout Summary
The Fosson mitigation site on Paint Fork Creek in Madison County, N.C. was monitored for
the third time in October 2007, eight years since construction was completed (August 1999).
Prior to this effort, monitoring of the project reach occurred in 2003 and 2004 (Mulkey 2003,
2004). Initial project objectives to enhance and protect water quality and riparian vegetation,
channel bank stability, and aquatic habitat have been achieved.
Channel Cross-Sections.-Morphometric data from the MY3 survey approximate the range of
values expected for the site based on its design, as-built values and the values recorded during
MY1 and MY2. Moreover, minimal to no evidence of instability was revealed during the MY3
physical survey of the five individual cross-sections. Although the values for some bankfull
parameters have had a wide range over the course of monitoring, this is most likely indicative of
variation in survey crews and with the identification of bankfull features in the field. It does not
represent instability of the project reach.
Longitudinal Profile.-Channel sinuosity and the water surface slope, representative of a C
stream type, have been maintained since project completion. Although sinuosity is on the low
end for a C type channel, evidence of the channel attempting to increase its sinuosity (laterally
extend) has not been observed. It is unlikely that lateral extension will occur given that the left
and right bank vegetation is well established. The presence of a bedrock seam, throughout most
of the project reach, provides a natural form of grade control, eliminating the concern of
potential head-cutting and resulting change of channel slope. Overall, the channel thalweg has
remained stable with little aggradation, degradation, or lateral movement.
Pebble Counts.-Mean particle size for each of the particle size classes generally declined
during each of the three monitoring surveys when compared with pre-construction values. With
the left bank and right bank riparian vegetation well established, one would expect the particle
sizes to increase. The decrease in particle sizes may be influenced by upstream land use
practices (development, agricultural) or by the presence of a bedrock channel bed throughout
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout Report-Final, December 2008
North Carolina Wildlife Resources Commission
15
most of the project reach. It is unlikely, given the current stability and condition of the project
reach, that this trend is related to on-site scour or erosion.
Hydrologic Data and Bankfull Verification.-The small drainage of Paint Fork Creek has
experienced a large number of flashy and sustained bankfull or higher stream flows since project
completion. The site has experienced well over the required minimum of two bankfull events
within five years and has withstood the forces of high flow events, including record level
flooding from two remnant hurricanes, with minimal to no damage reported.
Fixed Station Photos.-The fixed station photo log for this site reveals that the planted
vegetation along the left bank has become well established over the eight years since installation.
This vegetation has helped to stabilize the channel banks and provide riparian wildlife habitat.
The photo log provides evidence of the progression of a maturing riparian area and also suggests
the channel is beginning to narrow in some places.
Problem Areas.-Observations of the riparian floodplain and the stream channel revealed a
stable project area that is performing as desired 8 years after construction. No problem areas
were identified.
Vegetation.-Density of woody stems, based on the larger tree plots, exceeds the minimum
required criterion of 260 stems/acre. Woody plants are abundant throughout the conservation
easement and growing as desired. Species diversity within the plots and throughout the riparian
area was good, but dominated by silky dogwood and silky willow. Woody species have
established extensive root systems that have contributed to stabilizing the stream banks. While
not a significant problem, several exotic invasive species are present on the site and should be
monitored.
Overall, the Fosson site has benefited from the implementation of the channel and riparian
restoration practices set forth in the original construction plan. Establishment of the conservation
easement and woody riparian vegetation has contributed to improved channel stability and
function. The Fosson site has met the success criteria for mitigation in place at the time of
construction. Despite having only been monitored for three years it has been eight years since
construction was completed. Given the facts presented in this report, the Fosson site is
performing as desired and should be presented for closeout consideration by the regulatory
agencies.
7.0 Acknowledgements
Scott Loftis, Jeff Ferguson, Brent Burgess, and Todd Ewing of the NCWRC watershed
enhancement group collected and analyzed the field data. Scott Loftis, Jeff Ferguson, and Todd
Ewing prepared this report. Jim Borawa with the NCWRC provided comments for improving
this report. Mulkey, Inc. collected and analyzed the data and prepared the reports for MYI and
MY2. Russell Blevins with Madison County NRCS office provided administrative assistance
during the development and implementation of this project.
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout Report-Final, December 2008
North Carolina Wildlife Resources Commission
16
7.0 References
Mulkey (Mulkey, Inc.F 2003. Annual Report for 2003. Paint Fork Creek Stream Mitigation Site
(Fosson SiteF Madison County, N.C. WBS Element 32573.4.1. TIP No. A-IOWM. Raleigh,
North Carolina.
Mulkey (Mulkey, Inc. 2004E Annual Report for 2004. Paint Fork Creek Stream Mitigation Site
(Fosson SiteFMadison County, N.C. WBS Element 32573.4.1. TIP No. A-IOWM. Raleigh,
North Carolina.
NCWRC (North Carolina Wildlife Resources CommissionE 1998. Conceptual Restoration
Plan, Fosson Site, Paint Creek, Madison County, N.C. Raleigh.
NCWRC (North Carolina Wildlife Resources CommissionE 1999. Construction Plan for the
Fosson Mitigation Site, Paint Fork Creek, Madison County, N.C. Raleigh.
NCWRC (North Carolina Wildlife Resources CommissionE 2000. As-built Report for the
Fosson Mitigation Site, Paint Fork Creek, Madison County, N.C. Raleigh.
Rosgen, D.i . 1996. Applied River Morphology. Wildland e ydrology, Pagosa Springs,
Colorado. Printed Media Companies, Minneapolis, Minnesota.
r SACE (r nited States Army Corps of EngineersE 2003. Stream Mitigation Guidelines.
Prepared with cooperation from the r S. Environmental Protection Agency, N.C. Wildlife
Resources Commission, and the N.C. Division of Water n uality. r S. Army Corps of
Engineers, Wilmington District, N.C. Available:
www.sw.usace.army.mil/wetlands/miti;ration/stream_mitigation.html.
SGS (r nited States Geological SurveyE 2008. Real-time Data for r SGS 03453000 Ivy River
near Marshall, N.C. Available. http://waterdata_usgs.gov/nc/nwis.
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout 5 eSP WFinD, DeFeP Eer 2008
North Carolina Wildlife Resources Commission
17 AJ
- "? J)t f x4
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Paint Fork Creek
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4
.1
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Figure l.-Fosson mitigation site. Paint Fork Creek_ French Rrnarl River ha-,in Mgtc ienn
County, North Carolina; EEP Project Number 92702.
Paint Fork Creek, Fosson Mitigation Site, EFP Project 92702
Monitoring Year 3/Closeout 5 eSPzWFinD, DeFeP For 2008
North Carolina Wildlife Resources Commission
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APPENDIX A
Appendix A.I. Cross-Sections Plots and Photographs.
Appendix Table A.I.I. Cross-Section 1 Abbreviated Morphological Characteristic Summary
Year
Characteristic 2003 2004 2007
Station (ft) 9+58
Feature Run
Stream Type Bc
Bankfull Cross Sectional Area (ft2) 33.5 43.0 41.5
Maximum Bankfull Depth (ft) 2.2 2.4 2.4
Bankfull Mean Depth (ft) 1.3 1.5 1.7
Width/Depth Ratio 20.1 18.1 14.7
Entrenchment Ratio 1.5 1.4 1.6
Bankfull Width (ft) 26.0 27.9 24.7
Paint Fork Creek
Cross-section 1
100
99
98
97
96
95 `
c ?
94
d 93
%
w 92
91
90
89
88
0 10 20 30 40 50 60
Horizontal Distance (ft)
'As-built 1999 MYl 2003 MY22004 -4---MY32007 Bankfull FPA
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout Report-Final, December 2008
North Carolina Wildlife Resources Commission
20
Cross-section 1, left bank to right bank, November 1999. Cross-section 1, left bank to right bank, February 2001.
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout ReSort-FinaODeFeP Eer 2008
North Carolina t ildlife o esources Commission
Cross-section 1, left bank to right bank, March 2003. Cross-section 1, left bank to right bank, May 2004.
Cross-section 1, left bank to right bank, October 2007. Cross-section 1, upstream to downstream, October 2007.
21
Appendix A.I. Continued.
Appendix Table A.1.2. Cross-Section 2 Abbreviated Morphological Characteristic Summary
Year
Characteristic 2003 2004 2007
Station (ft) 7+95
Feature Run
Stream Type E
Bankfull Cross Sectional Area (ft2) 25.5 32.6 44.0
Maximum Bankfull Depth (ft) 2.3 2.8 3.3
Bankfull Mean Depth (ft) 1.6 2.0 2.1
Width/Depth Ratio 9.7 8.6 10.5
Entrenchment Ratio 2.2 2.4 4.7
Bankfull Width (ft) 15.8 16.7 21.4
Paint Fork Creek
Cross-section 2
100
99
98
97
96 i
95
0
°
94-
93-
92
r
91
90
89
88
0 10 20 30 40 50 60
Horizontal Distance (ft)
'As-built 1999 MY12003 MY2 2004 -MY3 2007 Bankfull FPA
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout Report-Final, December 2008
North Carolina Wildlife Resources Commission
Cross-section 2, left bank to
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout ReSort-FinaQDeFeP Eer 2008
North Carolina t ildli£e o esources Commission
22
Cross-section 2, left bank to right bank, November 1999. Cross-section 2, downstream to upstream, February 2001.
Cross-section 2, left bank to right bank, October 2007. Cross-section 2, upstream to downstream, October 2007.
23
Appendix A.I. Continued.
Appendix Table A.1.3. Cross-Section 3 Abbreviated Morphological Characteristic Summary
Year
Characteristic 2003 2004 2007
Station (ft) Run Pool
Feature 5+80
Stream Type C
Bankfull Cross Sectional Area (ft) 30.0 39.7 62.0
Maximum Bankfull Depth (ft) 2.0 2.3 3.5
Bankfull Mean Depth (ft) 1.5 1.5 2.2
Width/Depth Ratio 13.7 13.8 13.3
Entrenchment Ratio 1.8 2.3 3.5
Bankfull Width (ft) 20.3 20.2 28.7
100
99
98
97
96
95
94
93
W 92
91
90
89
88
0 10 20 30 40 50 60
Horizontal Distance (ft)
-As-built 1999 MYl 2003 MY22004 --o-MY32007 Bankfull FPA
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout Report-Final, December 2008
North Carolina Wildlife Resources Commission
Paint Fork Creek
Cross-section 3
Cross-section 3, left bank to right bank, March 2003. Cross-section 3, left bank to right bank, May 2004.
24
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout Resort-FinaODeFeP Eer 2008
North Carolina t ildlife o esources Commission
Cross-section 3, left bank to right bank, November 1999. Cross-section 3, left bank to right bank, February 2001.
Cross-section 3, left bank to right bank, October 2007. Cross-section 3, upstream to downstream, October 2007.
25
Appendix A.I. Continued.
Appendix Table A.1.4. Cross-Section 4 Abbreviated Morphological Characteristic Summary
Year
Characteristic 2003 2004 2007
Station (ft) 4+59
Feature Riffle
Stream Type C
Bankfull Cross Sectional Area (ft2) 27.7 29.5 33.2
Maximum Bankfull Depth (ft) 2.3 2.3 2.9
Bankfull Mean Depth (ft) 1.3 1.5 1.5
Width/Depth Ratio 17.0 13.8 15.2
Entrenchment Ratio 2.7 2.3 4.5
Bankfull Width (ft) 21.7 20.2 22.4
Paint Fork Creek
100 Cross-section 4
99
98
97
96
a 95 r -
94
i
?? 93 '
W 92
91
90
89
88
0 10 20 30 40 50 60
Horizontal Distance (ft)
'As-built 1999 MY12003 MY22004 tMY32007 Bankfull FPA
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout Report-Final, December 2008
North Carolina Wildlife Resources Commission
Cross-section 4, right bank to left bank, May 2004.
26
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout ReSort-FinaODeFeP Eer 2008
North Carolina t ildliFe o esources Commission
Cross-section 4, left bank to right bank, November 1999. Cross-section 4, left bank to right bank, February 2001.
Cross-section 4, left bank to right bank, March 2003.
Cross-section 4, upstream to downstream, May 2004. Cross-section 4, left bank to right bank, October 2007.
27
Appendix A.1. Continued.
Appendix Table A.1.5. Cross-Section 5 Abbreviated Morphological Characteristic Summary
Year
Characteristic 2003 2004 2007
Station (ft) 2+66
Feature Run
Stream Type C
Bankfull Cross Sectional Area (ft) 22.2 42.8 36.6
Maximum Bankfull Depth (ft) 2.0 3.1 3.3
Bankfull Mean Depth (ft) 1.2 1.7 1.7
Width/Depth Ratio 14.5 15.5 12.7
Entrenchment Ratio 2.8 2.4 4.6
Bankfull Width (ft) 17.9 25.8 21.6
Paint Fork Creek
100 Cross-section 5
99
98
97
96 •
c 95 _
94 v - . ?.
93
w 92
91
90
89
88
0 10 20 30 40 50 60
Horizontal Distance (ft)
-As-built 1999 MY] 2003 MY22004 -0-MY32007 Banldull FPA
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout Report-Final, December 2008
North Carolina Wildlife Resources Commission
28
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout 5 eSort-Fina0DeFeP Eer 2008
North Carolina t ildlife o esources Conunission
Cross-section 5, left bank to right bank, November 1999. Cross-section 5, left bank to right bank, February 2001.
Cross-section 5, left bank to right bank, March 2003. Cross-section 5, left bank to right bank, October 2007.
Cross-section 5, looking downstream, October 2007.
29
Appendix A.1. Continued.
Appendix Table A.1.6. Cross-Section 6 Abbreviated Morphological Characteristic Summary
Year
Characteristic 2003 2004 2007
Station (ft) 0+95
Feature Run
Stream Type E
Bankfull Cross Sectional Area (ft) 2.1 2.8 4.6
Maximum Bankfull Depth (ft) 1.0 1.2 1.5
Bankfull Mean Depth (ft) 0.6 0.7 0.8
Width/Depth Ratio 6.5 6.4 7.8
Entrenchment Ratio 4.1 4.2 3.8
Bankfull Width (ft) 3.7 4.3 6.0
Unnamed Tributary
105 Cross-section 6
104
103
102
101
100
°?2 99
°
°
98 ' ?.
97
96
95
0 5 10 15 20 25 30
Horizontal Distance (ft)
-As-built 1999 MYl 2003 MY2 2004 • MY3 2007 Banldull FPA
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout Report-Final, December 2008
North Carolina Wildlife Resources Commission
30
Paint Fork Creek, Fosson Mitigation Site. EEP Project 92702
Monitoring Year 3/Closeout ReSort-FinaODeFeP Eer 2008
North Carolina t ildlife o esources Commission
Cross-section 6, downstream to upstream, November 1999. Cross-section 6, downstream to upstream, February 2001.
Cross-section 6, left bank to right bank, March 2003. Cross-section 6, left bank to right bank, May 2004.
Cross-section 6, left bank to right bank, October 2007. Cross-section 6, upstream to downstream, October 2007.
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32
Appendix A.3. Pebble Count Cumulative Frequency Distributions Plots.
Paint Fork Creek, Fosson Site, April 2003
100%
90%
80%
s
d 70%
60%
50%
40%
U
30%
20%
10%
0%
0.01 0.1 1 10 100 1000 10000
Particle Size (mm)
Combined - - - - Cross-sectionI - - - -Cross-section 2 - - - -Cross-section 3 - - - -Cross-section 4 - - - -Cross-section5?
Paint Fork Creek, Fosson Site, May 2004
100%
90%
? 80%
t
i 70%
60%
? 50%
40%
? 30%
U
0 20%
10%
0%
0.01 0.1 1 10 100 1000 10000
Particle Size (mm)
Combined - - - - Cross-section) - - - -Cross-section 2 - - - -Cross-section 3 - - - -Cross-section 4 - - - -Cross-section 5
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout Report-Final, December 2008
North Carolina Wildlife Resources Commission
33
Appendix A.3. Continued.
Paint Fork Creek, Fosson Site, October 2007
100%
90%
80%
Fi 70%
w 60%
50%
40%
U 30%
20%
10%
A0/
0.01 0.1 1 10 100 1000 10000
Particle Size (mm)
Combined •• - - - Goss-section 1 - - - - Goss-section 2 - - - - Goss-section 3 - - - - Goss-section 4 - - - - Goss-section 5
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout Report-Final, December 2008
North Carolina Wildlife Resources Commission
34
Appendix A.4. Surrogate gage hydrograph data table.
Appendix Table AAL USGS gage 034 53000, Iv River, near Marshall, N.C.
Date Flow ft3/s Gage height 11 Comments
4/4/2000 1,720 6.89 Photo verification
7/29-30/2001 1,135 5.44 Photo verification
3/17-18/2002 1,580 6.40 Bankfull event
2/15/2003 1,120 5.62 Bankfull event
2/22-23/2003 1,535 6.37 Photo verification
4/10-11/2003 1,435 6.19 Bankfull event
5/06-07/2003 2,195 8.83 Bankfull event
11/19/2003 1,500 5.81 Bankfull event
4/13/2003 1,050 5.29 Bankfull event
9/08/2004 2,330 7.59 Bankfull event
9/17-18/2004 3,030 8.12 Bankfull event
1/14/2005 1,200 5.68 Bankfull event
1/18/2006 1,290 5.82 Bankfull event
4/22/2006 1,160 5.60 Bankfull event
1/01/2007 1,150 5.51 Bankfull event
'Flow and gage height were averaged for high flow events occurring on consecutive days and counted as one event.
H IA R
USGS 03453000 IVY RIVER NEAR MARSHALL, NC
M
u 3008
2800
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m
v
v
108
u
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0 18
Jan Jul Jan Jul Jan Jul Jan Jul
2008 2000 2001 2081 2002 2002 2803 2883
- Daily nean discharge - Period of approved data
- Estinated daily nean discharge
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout Report-Final, December 2008
North Carolina Wildlife Resources Commission
35
3000,0
y 2000.0
t. 1000.0
a
m
m
100.0
r,
L
to 10.0
N
•.I
O
Y
J
1.0
USGS 03453000 IVY RIVER NEAR MARSHALL, NC
Jul Jan Jul Jan Jul Jan Jul Jan Jul
2063 2004 2004 2005 2005 2006 2006 2007 2007
Daily maximum discharge
Daily minimum discharge
Daily mean discharge
Estimated daily mean di
Period of approved data
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout Report-Final, December 2008
North Carolina Wildlife Resources Commission
36
1.
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout ReSort-Final, DeFeP Eer 2008
North Carolina t ildlife o esources Cotmnission
Appendix A.5. Bankfull Event Verification Photos.
Bankfull photo, wrack line in trees, February 22-23, 2003.
Appendix A.6. Fixed Station Photo Log.
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout ReSort-Final, DeFeP Eer 2008
North Carolina t ildlife o esources Commission
37
Photo sta. 1, existing condition, looking downstream, 1999. Photo sta. 1, looking downstream, November 1999.
Photo sta. 1, looking downstream, March 2008.
Appendix A.6.
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout ReSort-Final, DeFeP Eer 2008
North Carolina t ildlife o esources Commission
38
Photo sta. 2, looking downstream, November 1999.
Photo sta. 2, existing condition, looking downstream, 1999.
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout ReSOrt-Final, DeFeP Eer 2008
North Carolina t ildlife o esources Commission
39
Photo sta. 3, existing conditon, looking downstream, 1999. Photo sta. 3, looking downstream, November 1999.
Photo sta. 3, looking upstream, 1 ctober 2007. Photo sta. 3, looking downstream, March 2008.
Appendix A.6.
-ttvw bLa. -r, cxtauur9 cutru rttuu, tUuxutg up?Aucall t, t777.
40
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout Resort-Final, DeFeP Eer 2008
North Carolina t ildlife o esources Commission
Photo sta. 4, looking downstream, 1 ctober 2007. Photo sta. 4, looking upstream, March 2008.
Photo sta. 4, looking upstream, November 1999.
APPENDIX B
Appendix B.1. Vegetation Plot Photographs.
41
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout ReSort-Final, DeFeP Fer 2008
North Carolina t ildlife o esources Commission
Tree plot A, bottom, field side, looking upstream 2007.
Tree plot A, top of plot looking downstream, March 2008.
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout ReSort-Final, DeFeP Fer 2008
North Carolina t ildlife o esources Commission
42
Tree plot B, left bank, looking upstream, January 2008.
Tree plot B, left bank, looking upstream, January 2008.
Appendix B.I. Continued.
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout ReSort-Final, DeFeP Eer 2008
North Carolina t ildlife o esources Commission
43
Vegetation plot 2, left bank, May 2004. Vegetation plot 2, left bank, January 2008.
Appendix B.I. Continued.
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout ReSort-Final, DeFeP Eer 2008
North Carolina t ildlife o esources Corrunission
44
Vegetation plot 3, left bank, January 2008. Vegetation plot 4, left bank, March 2003.
Vegetation plot 4, left bank, May 2004. Vegetation plot 4, left bank, January 2008.
Appendix B.I. Continued.
Paint Fork Creek, Fosson Mitigation Site, EEP Project 92702
Monitoring Year 3/Closeout ReSort-Final, DeFeP Eer 2008
North Carolina t ildlife o esources Commission
4R
Vegetation plot K left bank, March 2003. Vegetation plot R, left bank, May 2004.
Vegetation plot 6, left bank, May 2004. Vegetation plot 6, left bank, January 2008.