20061780 Ver 2_Mitigation Plans_20081029

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FLOOGIE STREAM AND WETLAND
MITIGATION PROJECT
BERTIE COUNTY, NORTH CAROLINA
DENR-EEP CONTRACT No. D06011
Prepared for:
Environmental Banc & Exchange, LLC
909 Capability Drive, Suite 3100
Raleigh, NC 27606
Prepared by:
WK Dickson & Company, Inc.
720 Corporate Center Drive
Raleigh, North Carolina 27607
[phone]
September 2008
'RECEIVED
NC ECOSYSTEM
ENHANCEMENT PROGRAM

MITIGATION PLAN nct32 6Fc
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• FLOOGIE STREAM AND WETLAND MITIGATION PROJECT
MITIGATION PLAN

TABLE OF CONTENTS

Project Description ..................................................................................................................................... 1
• Project Site ................................................................................................................................................. l
• Mitigation Summary .................................................................................................................................. 5
• Wetland Construction ................................................................................................................................ 5
• Wetland Planting ........................................................................................................................................ 6
• Stream Construction ................................................................................................................................... 6
• Riparian Planting ........................................................................................................................................ 7
• Comments and Observations ...................................................................................................................... 7
• Monitoring Set-Up ..................................................................................................................................... 9
• Wetland Hydrology .................................................................................................................................... 9
• Wetland Vegetation .................................................................................................................................... 9
• Stream Stability .......................................................................................................................................... 9
• Headwater streams ................................................................................................................................... 10
Riparian Vegetation ................................................................................................................................. 10
Benthic Macroinvertebrates ..................................................................................................................... 11
•

• List of Figures
Figure 1. Project Vicinity Map ......................................................................................2
w Figure 2. USGS Quad Map ..........................................................................................3
• Figure 3. LIDAR Image Map .........................................................................................4

List of Tables

Table 1. Floogie Mitigation Summary ..............................................................................5

Table 2. Baseline wetland and riparian planted trees .............................................................6

Table 3. Wetland planted trees per plot and corresponding stocking levels ...................................9

Table 4. Riparian planted trees per plot and corresponding stocking levels .................................11

Appendix A: As-Built Vegetation Plot Photos
Appendix B: As-Built Monitoring Cross Sections
Appendix C: Photos of Headwater Stream Restoration Reaches 1A and 1B
Appendix D: DWQ Stream Forms
Appendix E: As-Built Plans

• WK Dickson & Co., Inc. i

• FLOOGIE STREAM AND WETLAND MITIGATION PROJECT
MITIGATION PLAN
•
FLOOGIE STREAM AND WETLAND MITIGATION PLAN

• PROJECT DESCRIPTION
The Floogie Stream and Wetland Mitigation Project is in Bertie County, North Carolina. The project is
• located in the Lower Roanoke River Basin 03010107 hydrologic unit. Stream mitigation was provided
through restoration on Flat Swamp Creek, headwater stream restoration, and riverine wetland mitigation
was provided through restoration. The site was identified and developed by EBX to support the NC
EEP full delivery mitigation process. The objectives of the Project are: 5 r,?s
• provide-l-6-,4)19 stream mitigation units (SMU); and,
• provide 25 riverine wetland mitigation units (WMU).

This Mitigation Plan (Plan) documents the stream and wetland mitigation activities at the Floogie site.
The Plan includes narrative project description, plan views, elevations, cross sections, and photographs
of completed mitigation activities. The Plan also includes a list of the species planted and their
associated densities, and the five-year monitoring protocol.

The restoration project will provide multiple ecological and water quality benefits within the Roanoke
River Basin. Anticipated benefits include:
• • nutrient removal;
• • sediment reduction;
• water storage;
• improved groundwater recharge;
• • improved in-stream and riparian habitat; and,
• restored wetland habitat.
• PROJECT SITE
The Floogie site is located 9 miles northeast of Windsor (Figure 1). The property is 104 acres located
immediately southwest of SR 1348 (Browns School Road) and is accessed via a farm road that runs
adjacent to the channel (Flat Swamp Creek).
Flat Swamp Creek has a drainage area of 1,168 acres (1.83 mil) at the upstream end of the restoration
project and 2,150 acres (3.36 mil) at the downstream end (Figure 2). The wetland restoration area has a
drainage area of 1,456 acres (2.28 mi2). The floodplain is mapped as Wehadkee loam, and the adjacent
side slope drainages are mapped as Rains sandy loam. Wehadkee is an alluvial soil indicative of
• floodplains and valley features. Rains soils are nearly level and can occupy shallow depressions. As
detailed in the Floogie Restoration Plan, soil borings confirmed hydric soils on the floodplain and
adjacent side slope drainageways. The dominant historic land use was agricultural production of crops
including cotton, soybeans, corn, and timber, although some areas were woodlands. Natural drainage
patterns throughout the watershed had been historically altered to drain wetlands and promote
agricultural production. Numerous agricultural ditches had been constructed on the project site, and
streams had been channelized to route water off the site, draining areas that were once wetland.
Decades of agricultural production and human manipulation altered the landforms and disturbed many
of the indicators of headwater valleys adjacent to Flat Swamp Creek. Prior to restoration activities, the
two headwater stream systems were conveyed down the valley and across the floodplain in agricultural
drainage ditches. As detailed in the Floogie Restoration Plan, soil borings confirmed hydric soils on the
floodplain and adjacent side slope drainageways. Both USGS topographic mapping and LiDAR
imagery (Figure 3) clearly indicate valley features extending from the Flat Swamp Creek floodplain into
the adjacent side slopes. At the conservation easement boundary

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LEGEND
Figure 2. NCDOT R
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Floogie Site
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Wetland Restoration
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1 inch equals 200 feet
LEGEND
NCDOT Roads O Existing Wetland
Restored Stream Boundaries
Restored Wetland
Head-Water
Boundaries
Restoration
Culvert Outlets O Easement Boundary

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FLOOGIE STREAM AND WETLAND MITIGATION PROJECT
MITIGATION PLAN
(upstream limit) the Reach I A valley is approximately 250 feet wide. At the conservation easement
boundary (upstream limit) the Reach IB valley is approximately 100 feet wide. DWQ Stream
Identification Forms (0.1) were completed for the pre-construction conditions based on records of
initial condition investigations, photographs, and personal knowledge of the site (Appendix D). Reach
IA scored 22.5 points. Reach I B scored 20.0 points. The restoration areas are protected by a
conservation easement.
MITIGATION SUMMARY
The objective of this project is to produce a minimum of 11,149 stream mitigation units (SMU), 25
riverine wetland mitigation units (WMU), and maximize the improvement of riparian and aquatic
habitats and water quality through ecological restoration practices. The as-built survey documented
10,471 linear feet of stream restoration (Table 1). An additional 678 SMU were produced from two
headwater stream restorations pursuant to the "Information Regarding Stream Restoration on the Outer
Coastal Plain of North Carolina" (USACE 2005). Overbank stream flows will provide a portion of the
hydrology for the wetlands. The wetland and stream restoration project will provide multiple ecological
and water quality benefits within the Roanoke River Basin. Benefits include nutrient removal, sediment
reduction, water storage, improved groundwater recharge, improved in-stream and riparian habitat, and
restored wetland habitat.
Table 1. Floo 'e Mitigation Summa
MITIGATION PRACTICE SIZE RATIO MITIGATION UNITS
Wetland
Riverine wetland restoration 25.19 ac l:l 25.19
Total: 25.19 WMU's
Stream
Stream Restoration (Flat Swam Creek) 10,471 It 1:1 10,471
Headwater Stream Restoration Reach 1 A 322 If 1:1 322
Headwater Stream Restoration Reach I B 356 If 1:1 356
Total: 1 1,149 SMU' s
WETLAND CONSTRUCTION
Wetland construction began in October 2007 and was completed in February 2008.
Wetland restoration activities included plugging existing ditches, opening ditches outside the restoration
area to promote infiltration, restoring microtopography, planting wetland species, and relocating an
existing farm road outside of the easement. This roadbed interrupted surface flow to and from the
channel. Grading included microtopograhy on the floodplain to create hydrologic retention, and
encourage species diversification. Combined with the stream restoration, these actions will result in a
sufficiently high water table and flood frequency to support hydrophytic vegetation and wetland
hydrology, resulting in restored riverine wetlands.
The primary restoration activities included constructing a stream channel that floods the adjacent
wetlands more frequently, and construction of ditch plugs and backfilling ditches throughout the prior
converted farmland area and clearcut/pine plantation area. A typical ditch plug was 15 feet wide and
extended above the ditch bank elevation approximately six inches. Plugs were constructed of
compacted fill (clay or sandy clay) in 12 inch lifts with the upper 18 inches minimally compacted to
facilitate plant growth. Plugs were spaced such that successive plugs are no more than 12 inches in
elevation below the adjacent plug. Where plugs may impact adjacent ditches (outside of the proposed
conservation easement) the top of plug elevation was equal to the existing ditch invert outside of the
easement to prevent hydrologic trespass. Several ditches extend in a north-south direction outside of the
proposed restoration area adjacent to existing agricultural land. A series of eight culverts were installed
below the relocated farm path to convey flow from these ditches into the restoration area. Outlets were
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FLOOGIE STREAM AND WETLAND MITIGATION PROJECT
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constructed at these culverts to allow diffuse surface flow into the restoration area. The farm road
adjacent to the existing stream was relocated outside of the proposed easement.
Locations of pertinent wetland restoration structures and elevations are given in the As-Built drawings
in Appendix C.
WETLAND PLANTING
All wetland vegetation was planted at the site during the March 10-16, 2008 time period. The planted
area consists of two zones. Zone 1 is a wetter zone where inundated and saturated conditions will be
typical. In Zone 2, saturation will be common, but drier periods will also likely occur. Plant materials
used were bare-root seedlings and live stakes. Species selection was based on reference wetland
vegetation and literature, and will produce a diverse habitat that includes mast producing species and
fast-growing early successional species. The initial stocking density of plantings across the wetland
sites was approximately 691 stems per acre (9 ft. X 7 ft. spacing). A list of all species planted and their
percent composition is included in Table 2. All disturbed areas were seeded with appropriate seasonal
temporary and permanent seed mixes to provide erosion control.
Table 2. Baseline wetland and riparian planted trees
Common Name Scientific Name Plantteed Trees/Acre Composition
River birch Betula ni ra 2,000 31 4
Green Ash Fraxinus ennsWmnica 7,100 110 16
Tulip poplar Giriodendrori tuli i era 2,000 31 4
Water Tupelo NN,ssa a uatica 5,100 79 11
Swam black um NN,ssa bi ora 6,800 105 15
Laurel oak Quercus lauri olia 900 14 2
Overcu Oak Quercus h'rata 4,800 74 11
Swam Chestnut Oak Quercus michauxii 2,000 31 4
Willow oak Quercus hellos 7,100 110 16
Bald Cypress Taxodium distichum 6,900 107 15
Total: 44.700
STREAM CONSTRUCTION
Stream construction began in October 2007 and was completed in February 2008. The channel
construction established stable cross-sectional geometry, restored planform sinuosity, and increased in-
stream pools and other streambed diversity to improve benthic habitat. The total restored length is
10,471 linear feet. An additional 678 linear feet of headwater stream restoration was achieved on Reach
lA and 113. Reach ]A and Reach 113 headwater streams are located in the wetland restoration area
adjacent to the restored Flat Swamp Creek.
To begin construction, a survey crew staked out the new channel alignment. A construction access
route was designated to access the work area from the established farm path. The channel was
constructed in sections from downstream to upstream such that the existing channel remained open and
no pump-around was required. Material for root wads, log veins, and log toes was obtained on site and
stockpiled. An excavator with a hydraulic thumb was used to construct the new channel and install the
structures. Channel construction and structure installation were completed sequentially in sections.
Following construction of the new channel, the existing stream was filled with material excavated from
the new channel and floodplain areas. Native material revetments were installed as needed to reduce
bank stress, provide grade control, and increase habitat diversity.
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FLOOGIE STREAM AND WETLAND MITIGATION PROJECT
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0 Natural channel design techniques have been used to develop the restoration designs described in this
• document. The reference reach design method was determined to be appropriate for this project because
• the watershed is rural, the causes of disturbance are known and have been abated, and there are no
infrastructure constraints. The original design parameters were developed from reference stream data
• and applied to the subject stream. The parameters were then analyzed and adjusted through an iterative
• process as necessary using analytical tools and numerical simulations of fluvial processes. The designs
presented in this report provide for the restoration of natural Coastal Plain sand-bed channel features
• and stream bed diversity to improve benthic habitat. The proposed design will allow flows that exceed
• the design bankfull stage to spread out over the Iloodplain and provide a portion of the hydrology for the
restored riverine wetland.
Construction techniques pertaining to headwater stream restoration Reaches IA and 113 included back-
filling and plugging existing ditches, restoring microtopography, planting wetland species, and
relocating an existing farm road outside of the easement. A typical ditch plug was 15 feet wide and
extended approximately six inches above the ditch bank elevation. Plugs were constructed of
compacted fill (clay or sandy clay) in 12 inch lifts with the upper 18 inches minimally compacted to
facilitate plant growth. Plugs were spaced such that successive plugs are no more than 12 inches in
elevation below the adjacent upslope plug. Specific to the headwater streams, culverts were placed
beneath the new access road to convey surface flow into the wetland through the headwater valleys.
The culverts were placed such that the agricultural ditches upgradient of the restoration area will remain
open. Grading included microtopograhy on the tloodplain to create hydrologic retention and to
encourage species diversity. Locations of pertinent restoration features are given in the As-Built
drawings Sheet 18A (attached).
•
RIPARIAN PLANTING
All riparian vegetation was planted at the site March 18-26, 2007 after stream construction was
complete. Bare root native tree species were planted to establish forested riparian buffers of
approximately fifty feet on both sides of the restored stream and other disturbed areas. The initial
stocking of riparian plantings across the site was approximately 691 stems per acre. A list of all species
planted and their percent composition is included in Table 2. In addition to the riparian plantings, 4,300
black willow (Salix nigra) and 4,700 silky dogwood (Corpus amomum) live stakes were installed on the
outside of stream meander bends and downstream of grade control structures along the entire restoration
length. Sod mats of existing riparian vegetation were placed on the stream banks where available. The
headwater stream valleys were contained in Zone 1, a wetter zone where inundated and saturated
conditions will be typical. Typical species included river birch, green ash, water tupelo, Overcup oak,
and bald cypress. Plant materials used were bare-root seedlings and live stakes. Species selection was
based on reference wetland vegetation and literature, and will produce a diverse habitat that includes
mast producing species and fast-growing early successional species. The initial stocking density of
plantings across the wetland sites was approximately 691 stems per acre (9 ft. X 7 ft. spacing). All
disturbed areas were seeded with appropriate permanent and seasonal temporary seed mixes to provide
erosion control.
•
COMMENTS AND OBSERVATIONS
Construction progressed steadily throughout the fall and winter and was completed on time. The
majority of the project was built according to the design plans. Minor alterations to horizontal structure
placement and channel alignment did occur and were approved by EBX and its engineer WK Dickson.
Specifically the following changes were made:
•
• Five proposed log ramps from STA 72+50 to STA 75+50 were replaced with four rock weirs
due to stability concerns in the sandy bank and bed material;
• • Several minor changes to the channel alignment were made from STA 58+00 to STA 72+00 to
protect existing mature bottomland hardwood trees;

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FLOOGIE STREAM AND WETLAND MITIGATION PROJECT
MITIGATION PLAN
• The proposed relocated farm path outside of the wetland restoration area was moved to the east
side of the field ditch, and eight culverts were installed beneath the farm path to convey runoff
into the wetland restoration area;
• A small drainage Swale was constructed along the northern edge of the wetland restoration area
to facilitate drainage off of existing agricultural fields and into the wetland restoration area and
restored channel;
• Five log grade control structures were removed from Reach 4 due to inconsistencies with the
surveyed thalweg and field conditions (STA 80+67, 82+73, 83+54, 86+02, and 92+97); as
proposed, the structures would have been located at a lower elevation than downstream grade
control structures and therefore offer no stability function;
• Breaks were constructed in the farm path adjacent to Reach 4 (STA 77+00 to STA 102+00)
approximately 50 feet wide and spaced every 200 feet to facilitate overbank flooding and
reconnection with the floodplam.
WK Dickson performed weekly or bi-weekly construction observation from October 29, 2007 through
planting on March 12, 2008. All construction observations were recorded in a notebook with standard
forms and plan sheets. The notebook is on file at WK Dickson. WK Dickson observed installation of
several of each structure type, and assisted the contractor on proper installation early in the construction
process. All structure locations were verified both horizontally and vertically weekly to ensure proper
placement. WK Dickson also performed spot checks of bed elevation, channel dimension, and
sinuosity. The contractor performed superbly and only a few minor problems required repair.
All construction was performed in the dry, and all disturbed areas were immediately stabilized with
temporary seed and mulch following construction. Proper erosion control was maintained throughout
construction and no large sediment discharges were observed. The early construction period was
marked by consistent dry weather and proceeded rapidly. From December through February rainfall
was consistent and included several large storms. The restored channel was connected in late January
and immediately had two out of bank flood events. Only minor damage was observed and was easily
repaired. A walkthrough of the near-complete site was conducted with WK Dickson, EBX, and the
contractor on February 1 1 to develop a final punch list of items to complete. The contractor completed
the punch list and construction was documented as complete on February 26, 2008. Planting was
documented as complete on March 19, 2008. Following construction, a small area of bank erosion was
observed at STA 34+00 where consistent flow from the old backfilled channel enters the restored
channel. This area will be observed to make sure that stream stability or wetland hydrology is not
compromised.
The final design plans described 10,294 linear feet of stream restoration. The as-built survey
documented construction of 10,471 linear feet of restored stream and 678 linear feet of headwater
stream restoration. Comparison of final design plans with the as-built survey shows several locations
where the constructed channel deviates slightly from the design. The deviations are very slight and
imperceptible on the ground. The proposed 25.19 acres of wetland restoration will be documented
through groundwater monitoring and observations of site conditions. Following completion of
restoration activities, several months of normal rainfall occurred, and significant surface flow was
observed from the adjacent agricultural ditches onto the restored wetland area. This surface flow was
observed for several days or weeks following rainfall events. In addition to sheet flow across the
wetland area, small braided channels or rills were observed forming near the culvert outlets into the
restoration area. These small braided channels concentrated flow as the channel approached the
restored Flat Swamp Creek, and minor head-cutting was observed. Based on observed channel
formation and the consistency and longevity of surface flow following rain events, it appears that Reach
]A and 1 B are headwater streams. DWQ Stream Identification Forms (v3.1) were completed for the
post-construction conditions (Appendix D). Reach IA scored 23.25 points. Reach 1B scored 23.25
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FLOOGIE STREAM AND WETLAND MITIGATION PROJECT
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points. All groundwater monitoring locations had wetland hydrology and consistent saturation and
seepage was observed across the wetland restoration area.
MONITORING SET-UP
The five-year monitoring plan for the Floogie Stream and Wetland Mitigation Project includes
monitoring criteria for wetland hydrology, wetland vegetation, stream channel stability, stream
hydrology, riparian vegetation, and rainfall. Shortly after completion of construction and planting, an
as-built survey was conducted. Following completion of the as-built survey, the monitoring program
set-up was completed. This task included installation of nine groundwater gauges (three in a reference
wetland), two crest gauges, a rain gauge, 20 permanent stream cross sections, and 18 vegetation
monitoring plots. Specific locations of vegetation plots, permanent cross sections, and gauges are
shown on the as-built drawings (Appendix E). Photos were taken to document the as-built condition of
the vegetation plots, Reach IA and 1B, and cross sections throughout the project (Appendix A,
Appendix B, and Appendix C ).
WETLAND HYDROLOGY
Successful establishment of wetland hydrology will be demonstrated by a wetland hydroperiod in
excess of 7.0 percent of the growing season. Six groundwater gauges have been installed across the
restoration areas to provide representative hydrologic data across the site. The gauge data will be
compared to contemporaneous reference wetland well data.
WETLAND VEGETATION
Five vegetation sampling plots were established within the wetland restoration area to monitor the
success of planted vegetation. The wetland vegetation plots are 0.10 acres in size. The vegetation plots
are distributed across the site, but the precise location and orientation of the plots was random (see
locations on as-built drawings in Appendix Q. The plots cover approximately 2 percent of the planted
wetland restoration area. Each planted woody stem is identified with a permanent number on an
aluminum tag attached to the tree. Total planted trees are summarized in Table 3.
Table 3. Wetland planted trees per of and corres ndi Lag stocking levels
Plot Trees Observed Stocking bevel per acre)
1 61 610
2 60 600
3 70 700
4 69 690
5 65 650
Average: 650
Planted woody species will be monitored twice per year for the first three years, and annually in
monitoring years four and five. Herbaceous plant cover will be assessed annually using qualitative
observations of species percent cover.
Successful establishment of wetland vegetation will be the survival of 260 planted trees per acre
following five years of monitoring, with 320 planted trees per acre at the end of the third year of
monitoring as an interim measure of success.
STREAM STABILITY
CROSS SECTIONS
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FLOOGIE STREAM AND WETLAND MITIGATION PROJECT
MITIGATION PLAN
The mitigation plan for the Floogie project requires 20 cross sections to be monitored on the restored
channel. The cross sections were established during monitoring set-up in evenly distributed pairs of one
shallow and one pool per 1,000 linear feet of restored stream. Locations of cross sections are specified
on as-built drawings in Appendix C. The cross sections were surveyed during the as-built survey. The
cross section surveys and photos are shown in Appendix B. Each cross section will be photographed
and surveyed annually, including measurements of floodplain, top of bank, bankfull, edges of water, and
thalweg. In addition, any fluvial features present will be documented. Flat Swamp Creek is a sand bed
channel and is expected to have a dynamic bed and profile.
LONGITUDINAL PROFILE
Longitudinal profiles will be surveyed in years one, two, three, four, and five of the monitoring period.
The length of the measured profile will he at least 3,142 linear feet (30% of the restored length).
Features measured will include thalweg, inverts of in-stream structures, water surface, bankfull and top
of low bank. The longitudinal profiles presented in Appendix C were derived from the as-built survey
data.
HYDROLOGY
Two crest gauges were installed at the site: one at station 38+25 and one at station 88+25 (Appendix Q.
Crest gauges will be checked monthly to document high flows. During the gauge inspections any high
water marks or debris lines observed will be documented and photographed.
HEADWATER STREAMS
The headwater stream restoration will he monitored using visual observations of surface flow,
photographs of dye marking, and movement of deposited sand. Monthly site visits will be conducted
during the growing season. At each site visit, a visual observation of each restored headwater stream
will be made to document the presence of surface water. When surface water is present, a water soluble
dye will be released in the water at a reference location, and time-sequenced photographs will be taken
to document water movement. In addition to the visual observations, a small amount of white sand will
be left at a reference location in each headwater stream. This sand will be observed monthly to
determine if, and how much, the deposit has moved down the valley. Both photographs and qualitative
observations will document this sand movement. Records of stream flow will be correlated with on-site
rainfall data to document intermittent or seasonal flow. Success criteria will be met if the headwater
streams exhibit intermittent or seasonal flow. Monitoring results will be presented in the annual
monitoring report.
RIPARIAN VEGETATION
Thirteen semi-permanent vegetation sampling plots were established along the stream restoration
riparian buffer to monitor the success of planted vegetation. The 0.05 acre vegetation plots were
distributed across the site, but the precise location and orientation of the plots was random (see locations
on as-built drawings in Appendix Q. The plots cover approximately 2 percent of the planted riparian
area. Each planted woody stem is identified with a number on an aluminum tag attached to the tree.
Total planted trees are summarized in Table 4.
Table 4. Riparian planted trees per lot and corresponding stacking levels
Plot Trees Observed Stocking Level (per acre
6 40 800
7 37 740
8 49 980
9 45 900
10 50 1000
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FLOOGIE STREAM AND WETLAND MITIGATION PROJECT
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11 47 940
12 45 900
13 40 800
14 51 1020
15 48 960
16 49 980
17 30 600
18 28 560
Average: 860
Planted woody species will be monitored twice per year for the first three years, and annually in
monitoring years four and five. Herbaceous plant cover will be assessed annually using qualitative
observations of species percent cover.
Successful establishment of wetland vegetation will be the survival of 260 planted trees per acre
following five years of monitoring, with 320 planted trees per acre at the end of the third year of
monitoring as an interim measure of success.
BENTHIC MACROINVERTEBRATES
Benthic m acroi n vertebrates will be monitored on the Floogie site. Pre-construction monitoring was
performed prior to disturbance to the existing channel in January 2008. Following restoration, Year I
monitoring will be conducted in January 2009. Additional monitoring will be conducted in January of
2011 (Year 3) and 2013 (Year 5).
Sampling will take place at two sites along the restoration reach and one site upstream of the project
area on Flat Swamp Creek. Restoration Site I will be near the downstream end of Reach 4 (between
STA 101+00 and 102+00). Restoration Site 2 will be near the downstream end of Reach 2 (between
STA 36+00 and 37+00). In addition to the restoration sites, one sample will be taken upstream of the
project area on Flat Swamp Creek. The Qual 4 sampling method outlined in Standard Operating
Procedures for Benthic Macroin vertebrates (NCDWQ 2006) will be utilized at all sampling locations.
A North Carolina Division of Water Quality stream habitat evaluation form will be completed at each
sample reach during each sampling event. This form requires that 100 meters of stream be evaluated.
At each sampling site, habitat will be evaluated approximately 50 meters upstream and 50 meters
downstream of where m acroin vertebrates are collected.
All m acroin vertebrates collected will he identified to the lowest taxonomic level by a laboratory
certified to do macroin vertebrate identifications through the DWQ Lab Certification program
administered by the Environmental Services Section. Findings and conclusions will be reported in the
subsequent annual monitoring report. Year 5 benthic macroinvertebrate data will be provided as a
supplement following the Year 5 report submittal.
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FLOOGIE STREAM AND WETLAND MITIGATION PROJECT
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Appendix A
As-Built Vegetation Plot Photos
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Floogie Stream Restoration Veg Plot 9
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Floogie Stream Restoration Veg Plot 10
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Floogie Stream Restoration Veg Plot 11
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Floogie Stream Restoration Veg Plot 13

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Floogie Stream Restoration Veg Plot 14

Floogie Stream Restoration Veg Plot 16
Floogie Stream Restoration Veg Plot 15
VP
18

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Floogie Stream Restoration Veg Plot 18
Floogie Stream Restoration Veg Plot 17
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FLOOGIE STREAM AND WETLAND MITIGATION PROJECT
MITIGATION PLAN
Appendix B
As-Built Cross Sections
WK Dickson & Co., Inc.
I•

l?.?.u t?it::.-'a.e..? rte..:.. rt:?':. '£Wa'.o

Right hank

U Floogie As-Built - Cross Section 1 - Pool
47
46
c 4t

14 q
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41
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I I 111 2I1 ill 111 SO fill 70
slali'm I II)
-IA,lWill
Right bank
Floogie As-Built - Cross Section 2 - Riffle
ar
47 - -- --- -- - - --

36 _ _-

44

H iii 20 111
Stamm 'I,

ight ban
Floogie As-Built - Cross Section 3 - Pool
48
47
46
45
44
43
42
41
a?
ill 4l1 50 60 70 SO
Station (II)
-M-Built

48
47
46
= 4i
44
43
42
Floogie As-Built - Cross Section 4 - Riffle
n In ?U in 4, ;u 6u 70
tilaunn i Il i
\? Will

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46
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44
4?
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Floogic As-Built - Cross Section 5 - Riffle
II In '_II lU 40 5u fill 71
Station (II)
-,, -A., -Built
46
45
44
43
42
41
40
10 20
Floogie As -Built - Cross Section 6 - Pool
30
Station (ft)
AAs -Built
40 50 60 70

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43
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43
42
41
40
Floogie As-Built - Cross Section 8 - Pool
I1 III 2211 W 4,1 III fill
stmimi (it)
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Floogie As-Built - Cross Section 9 - RiMe
45
94
41
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42
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Floogie .As-Built - Cross Section 10 - Pool
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Station (li)
Floogie As-Built - Cross Section I 1 - Riffle
45

44
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45
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station 1111

Floogie As-Built - Cross Section 13 - Pool
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Floogie As-Built - Cross Section 18 - Riffle
42
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Nation 1111
_.As-Built
Floogie As-Built - Cross Section 19 - Pool
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Ax-Ifuill
911 11111
FLOOGIE STREAM AND WETLAND MITIGATION PROJECT
MITIGATION PLAN
Appendix C
Photos of Headwater Stream Restoration
Reaches IA and 1B
WK Dickson & Co., Inc.

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Restored headwater stream IA.
I

Surface flow in restored headwater stream.
FLOOGIE STREAM AND WETLAND MITIGATION PROJECT
MITIGATION PLAN
Appendix D
DWQ Stream Forms
WK Dickson & Co., Inc.
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North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: j "? ?d Project: (OO le Latitude:
Evaluator: J Site: - JM ^,Mongitude:
Total Points: Other
Stream is at least intermittent Zt County:r?"+e
e.g. Quad Name'
if a 19 or ensnnial if a 30
A. Geomorphology subtotal Absoot.: ::Weak: _ MoWerate:: ;;. trong
1a. Continuous bed and bank 0 1 2 3
2. Sinuosity 1 2 3
3. In-channel structure: riffle-pool sequence 1 2 3
4. Soil texture or stream substrate sorting 0 2 3
5. Active/relic floodplain 0 1 3
6. Depositional bars or benches 0 2 3
7. Braided channel 1 2 3
8. Recent alluvial deposits 0 1 2 3
9' Natural levees 1 2 3
10. Headcuts 0 1 2 3
11. Grade controls 0 0.5 1 1.5
12. Natural valley or drainageway 0 0.5 1.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
o = 0
Yes = 3
Man-made ditches are not rated; see discussions in manual
R Hvdrnlnav lSuhtntal = el E_ 1
14. Groundwater flow/discharge 0 1 3
15. Water in channel and > 48 hrs since rain, Qr
Water in channel -- d or growing season 0 1 ® 3
16: Leaflitter 1.5 1 0.5 0
17, Sediment on plants or debris 0 0.5 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 0.5 1 1.5
19. Hydric soils (redoximorphic features) present? No = 0 Yes 1.
C. Bioloav (Subtotal = 6e o 1
20 . Fibrous roots in channel 3 2 1 0
21b'. Rooted plants in channel 3 2 1 0
22. Crayfish 0 1 1.5
23. Bivalves 0 1 2 3 .
24. Fish 0 0.5 1 1.5
25. Amphibians 0 0. 1 1.5
26. Macrobenthos (note diversity and abundance) 0.5 1 1.5
27. Filamentous algae; periphyton 0 1 2 3
28. Iron oxidizing bacterialfungus. 0 1 1.5
i9 P. Wefland plants in streambed FAG = 0.5; FACW = 0.75: OBL 1. SAV = 2.0; Other = 0
items zu and n focus on the presence or upland plants, item 28 focuses on the presence of aquatic or wetland plants.
Notes: (use bads side of this form for additional notes.) Sketch:
_l ?lr`s 4?"11 !-?a5 60ey Iyj boc:(-,,'{ ell
ldl??Gffr,(??,?(, c/Pl{?ari O?Set?tsn?a P?S?
A1P-
rf'.3

North Carolina Division of Water Quality -Stream Identification Form; Version 3.1
Date: ??'7 OQ Project: ?(D IQ Latitude:
Evaluator. Dry Site: ?C &c 1 3 - - , Longitude:
Total Points: (3e Other
Stream Is at feast intemiltient Z o, O County: cf e.g. Quad Name:
if ;' 19 or rennJaJ if 2 30
n
A. Geomorphology Subtotal = Or U Atfseet .:Weak Moderate .; Stiitg
1°. Continuous bed and bank 0 1 2
2. Sinuosity 1 2 3
3. In-channel structure: riffle-pool sequence 0 1 2 3
4. Soil texture or stream substrate sorting 0 2 3
5. Activeirelic floodplain 0 1 3
6. Depositional bars or benches 0 2 3
7. Braided channel 1 2 3
8. Reoent alluvial deposits 1 2 3
9 8 Natural levees 1 2 3
10. Headcuts 1 2 3
11. Grade controls CO) 0.5 1 1.5
12. Natural valley or draina eway 0 0.5 1 1.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
o - 0
1
Yes = 3
-1
° Man-made ditches are not rated; see discussions in manual
o u...d..,l.,.... /O. kt-t-1 - A. D 1
14. Groundwater flow/discharge 0 1 2 3
15. Water in channel and > 48 hrs since rain, gr

Water in channel - d or growing season
0
1
2
3
16. Leaflitter 1.5 1 0 0
17. Sediment on plants or debris 0 0.5 C
11 1.5
18. Organic debris lines or piles (Wrack lines) 0 0,5 -
1 1.5
19. Hydlic soils (redoximorphic features) present? No = 0 Y = 1
r mi-l , /G J,f-f.t = (')r D 1
2C P. Fibrous roots in channel 3 2 0
ii -75. Rooted plants in channel 3 2 0
22. Crayfish 0 1 1.5
23. Bivalves 1 2 3
24. Fish 0.5 1 1.5
25. Amphibians 0. 1 1.5
26. Macrobenthos (note diversity and abundance) 0 0.5 1 1.5
27. Filamentous algae; periphyton 0 1 2 3
28. Iron oxidizing bacteda/fungus. 0 0. 1 1.5
29 . Wetland plants in streambed FAC = 0.5; FACW = 0.75; 0%:i 1. SAV = 2.0; Other = 0
"Items 20 and 21 focus on the presence or upiano plants, item za rocuses on ine pimulnz ui nyuau? r•?• •"•
Sketch:
Notes: (use backside of this form for additional notes.)
G ,
T-h,.S ?pr,? ?.,i?cs l??P?f htw'( do (d4&/
-"D_ Trt%. T Aft-
CAa??e 1 t S G k") pycat1a ('d
kid vru ( d(t(= -larlr t, ieAy'
V
North Carolina Division of Water Quality- Stream Identification Form; Version 3.1
Date: Project: Ram I d Latitude:
Evaluator: Site: fid^Longltude:
rf-SAMO Total Points: Other
Stream is at least Intermittent County:
If z 19 or perennial if a 30 Z 604-1'e e. g. Quad Name:
JI
A. Geomorphology (subtotal=
AbOont
Weals _:
Modelrate::.
: '€$t tt
18. Continuous bed and bank 0 1 2 3
2. Sinuosity 0 2 3
3. In-channel structure: riffle-pool sequence 0 2 3
4. Soil texture or stream substrate sorting 0 2
- 3
-
5. Activeirelic floodplain 0 '1 (32 3
6. Depositional bars or benches 1 2 3
7. Braided channel 0 1 3
8. Recent alluvial deposits 0 1 2 3
98 Natural levees 1 2 3
10. Headcuts 1 2 3
11. Grade controls 0 0.5 1 1.5
12. Natural valley or drainagewa 0 0.5 1 1.5
13. Second or greater order channel on existing
USGS or MRCS map or other documented
evidence.
Yes = 3
man-maae ancnes are not rated; see discussions in manual
B. Hvdrolnav lSuhtntal = - i
14. Groundwater flow/discharge 0 1 3
15. Water in channel and > 48 hrs since rain, Q
Water in channel - d or growing season 0 1 3
16. Leaflitter 1.5 0.5 0
17. Sediment on plants or debris 0 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 1 1.5
19. Hydric soils (redoximorphic features) present? No = 0 Yes .5
C. Bioloav /Subtotal = qi 57?- 1
26b. Fibrous roots in channel 3 2 0
21 . Rooted plants in channel 3 2 0
22. Crayfish 0 .5 .1 1.5
23. Bivalves 1 2 3
24. Fish 0.5 1 1.5
25. Amphibians 0 1 1.5
26. Macrobenthos (note diversity and abundance) 0.5 1 1.5
27, Filamentous algae; periphyton 1 2 3
28. Iron oxidizing bacteria/fungus. 0.5 1 1.5
29b. Wetland plants in streambed FAC = 0.5; FACW = 0.75; 96L = 1.5 SAV = 2.0; Other = 0
nems zu ano [t Locus on the presence of upland plants, Item 29 focuses on the presence ofIltrnaM or wetland plants.
Sketch:
Notes: (use back side of this form for additional notes.)
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: - D Project: jr?d If ?' Latitude:
Evaluator: DPT Site:2MA 13 - POS??- C Longitude:
e'S vn Total Points: Other
Stream is at least Intermittent County: arf io e.g.Quad Name:
if 2:19 or perennial if t 30
A. Geomorphology Subtotal = Absenf °; ? Wa>ak .. .. llApderiiite : ;;;:: ;Strglit
18. Continuous bed and bank 0 1 2 3
2. Sinuosity 1 2 3
3. In-channel structure: riffle-pool sequence 0 2 3
4. Soil texture or stream substrate sorting 0 2 3
5. Active/relic floodplain 0 1 3
6. Depositional bars or benches 1 3
7. Braided channel 0 1 2 3
8. Recent alluvial deposits 0 QU) 2 3
9' Natural levees 1 2 3
10. Headcuts 0 1 2 3
11. Grade controls Cb> 0.5 1 1.5
12, Natural valley or drain ewa 0 0.5 1.5
13. Second or greater order channel on existin4
USGS or NRCS map or other documented
evidence. I

?ff I
Yes = 3
I
° Man-made ditches are not rated; sees discussions in manual
Q Llvrlrnlnnv /Pi ihfnfal = I di 1
14. Groundwater flow/discharge 0 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel - d or rowin season 0 1 2 3
16. Leaflitter 1.5 1 0
17. Sediment on plants or debris 0.5 1 1.5
18. Organic debris lines or piles (Wrack lines) 0.5 1 1.5
19. Hydric soils (redoximorphic features) present? No = 0 Yes
C Rinlnnv /Ci ihtnfal = q 15 - 1
20b. Fibrous roots in channel 3 2 0
21b. Rooted plants in channel 3 2 0
22. Crayfish 0 .5 1 1.5
23. Bivalves 2 3
24. Fish 0.5 1 1.5
25. Amphibians 0 1 1.5
26. Macrobenthos (note diversity and abundance) 0.5 1 1.5
27. Filamentous algae; periphyton 1 2 3
28. Iron oxidizing bacteriatfungus. 0 0.5 1 1.5
29 . Wetland plants in streambed FAC = 0.5; FACW = 0.75; OBL 1. SAV = 2.0; Other = 0
Items 20 and 21 Locus on trle presence or uplana piants, nem ze rocuses un urn p ubmwo ul uyuuw ro??a••? r+ a w
Sketch:
Notes: (use back side of this form for additional notes.)
21?G1? - 1•r?5 ?l?G -?, ? 1y a
?'r.!& (?4'1 ?(° }f f P5 f6l/ 10/?•
1 4,
FLOOGIE STREAM AND WETLAND MITIGATION PROJECT
MITIGATION PLAN
Appendix E
As-Built Plans
WK Dickson & Co., Inc.
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