20180181 Ver 1_Year 0 Monitoring Report_USACE_2021_20210223

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ID#* 20180181 Version* 1
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Erin Davis
Initial Review Completed Date 02/23/2021
Mitigation Project Submittal -2/23/2021
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l� Stream 17 Wetlands G Buffer ❑ Nutrient Offset
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Cara Conder [e-mail]
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Project Type: r DMS 0' Mitigation Bank
Project Name: Scarborough
County: Wayne
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Mitigation As-Built Plans
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As-Built Baseline Monitoring Report
Scarborough Mitigation Project
WLS Neuse 02 Umbrella Mitigation Bank
Monitoring Year 0
Calendar Year of Data Collection: 2021
Private Commercial Mitigation Bank for
Stream and Riparian Wetland Compensatory Mitigation Credits
Neuse River Basin (CU 03020202)
USACE Action ID Number: SAW-2017-02527
Wayne County, NC
Data Collection Period: October 2020— February 2021
Submission Date: February 2021
Prepared for:
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, North Carolina 28403-1343
Prepared by:
4 WATER & LAND SOLUTIONS
7721 SIX FORKS ROAD, SUITE 130, RALEIGH, NC 27615
{919)614-5111 I woterlandsolutions.com

Table of Contents
1 Project Summary 1
1.1 Project Location and Description 1
1.2 Monitoring Schedule and Reporting 1
1.3 Project Goals and Objectives 1
1.4 Project Success Criteria 2
1.4.1 Single-Thread Streams 2
1.4.2 Headwater Streams 3
1.4.3 Wetlands 4
1.4.4 Vegetation 4
1.4.5 Visual Assessment 4
2 Project Mitigation Components 5
2.1 Project Components 5
2.2 Design Approach 6
2.2.1 Stream 6
2.2.2 Wetland 7
3 As-Built (Baseline) Condition 7
3.1 As-built Survey 7
3.2 As-Built Plans/ Record Drawings 8
3.3 As-Built/ Baseline Assessment 8
3.3.1 Morphological Assessment 8
3.3.2 Stream Hydrology 9
3.3.3 Headwater Stream Channel Formation 9
3.3.4 Wetland Hydrology 9
3.3.5 Vegetation 9
4 Methods 10
5 References 11

LIST OF APPENDICES
Appendix A Background Tables
Table 1 Project Mitigation Components
Table 2 Project Activity and Reporting History
Table 3 Project Contacts
Table 4 Project Information and Attributes
Appendix B Visual Assessment Data
Figure la-1c Current Condition Plan View (CCPV)
Photos Stream Station Photographs (Cross-Sections and Photo Points)
Vegetation Plot Photographs
Monitoring Device Photographs
Appendix C Vegetation Plot Data
Table 5a Baseline Vegetation—Planting Data (totals by species)
Table 5b Vegetation Plot Mitigation Success Summary
Table 5c Redline Planting List
Appendix D Stream Measurement and Geomorphology Data
Baseline Cross-Sections
Table 6a Baseline Stream Data Summary
Table 6b Cross-section Morphology Data
Table 6c Stream Reach Morphology Data
Flow Gauge Diagrams
Appendix E As-Built Survey/Record Drawings

1 Project Summary
1.1 Project Location and Description
The Scarborough Mitigation Project ("Project") is a mitigation bank under the WLS Neuse 02 Umbrella
Mitigation Bank. The Project is located approximately four miles southwest of the Town of Goldsboro in
Wayne County, NC(35.3211000, -77.98972222). The Project is located within the 8-digit HUC 03020202,
in the NC Department of Environmental Quality (NCDEQ) sub-basin 03-04-05 (Warm Water Thermal
Regime), all within the Neuse River Basin. The Project will further the Neuse River Basin Restoration
Priorities (RBRP) goals by promoting nutrient and sediment reduction in agricultural areas by restoring
and preserving wetlands, streams, and riparian buffers, as well as focusing mitigation projects for North
Carolina Department of Transportation (NCDOT). Also, the ecologically valuable floodplain of the Neuse
River will be protected in perpetuity in the Project area.
The Project involved the restoration, enhancement, and permanent protection of seven stream reaches
and their riparian buffers totaling approximately 11,306 linear feet of streams.The Project also included
the preservation, re-establishment, and enhancement of riparian wetlands totaling 117.95 acres on the
site.The Project will provide significant ecological improvements and functional uplift through stream and
aquatic habitat restoration, and through decreasing nutrient and sediment loads within the watershed.
The mitigation plan provides a detailed project summary and Table 1 provides a summary of project
assets. Figures 1a, 1b, and 1c illustrate the project mitigation components.
1.2 Monitoring Schedule and Reporting
The Project will be monitored on a regular basis with physical inspections to occur a minimum of twice
per year throughout the seven-year post-construction monitoring period, or until performance standards
are met.The measure of stream restoration success will be documented by bankfull flows and no change
in stream channel classification.Sand bed channels are dynamic and minor adjustments to dimension and
profile are expected. Wetland restoration success will be documented by hydrology. The measure of
vegetative success for the Project will be the survival of at least 210 seven-year-old planted trees per acre
with an average height of 10 feet at the end of year seven of the monitoring period. Site inspections and
monitoring reports will also identify components and features that require routine maintenance or
adaptive management. The easement holder and long-term steward is Unique Places to Save (UP2S).
UP2S will be responsible for annual inspection of the Project after close-out to ensure that restrictions in
place required by the recorded Conservation Easement document are being upheld.
1.3 Project Goals and Objectives
The Project will meet the goals and objectives described in the Scarborough Final Approved Mitigation
Plan and will address general restoration goals and opportunities outlined in the NC DMS Neuse River
Basin RBRP (DEQ 2010). More specifically, watershed goals and management strategies will be met by:
• Reducing sediment, soil erosion, turbidity, and nutrient inputs such as nitrogen and phosphorus
to the Neuse River Watershed.
• Restoring, enhancing, preserving, and protecting headwater streams, wetlands, riparian buffers
and aquatic habitat functions.
• Improving riparian corridor management and targeting restoration of impacted streams and
riparian buffer areas.
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To accomplish these project-specific goals, the following objectives will be measured to document
overall project success:
• Provide a floodplain connection to the incised/channelized Project stream reaches by maintaining
bank height ratios (BHRs) between 1.0— 1.2, thereby promoting a more natural headwater flow
regime and overbank flood flows;
• Improve wetland hydrology and vegetation to degraded wetlands by plugging ditches and
establishing wet tolerant native species vegetation;
• Improve channel bedform diversity by increasing scour pool spacing and depth variability;
• Improve aquatic habitat and fish species diversity and migration through the addition of in-stream
cover and native woody debris; and
• Site protection through a 230.838-acre conservation easement with a minimum width of 50 feet
from the top of the restored stream banks.The easement protects all project streams, wetlands
and aquatic resources in perpetuity.
1.4 Project Success Criteria
The success criteria for the Project will follow approved performance standards and monitoring protocols
from the final approved mitigation plan; which was developed in compliance with the USACE October
2016 Guidance, USACE Stream Mitigation Guidelines (April 2003 and October 2005), and 2008
Compensatory Mitigation Final Rule. Cross-section and vegetation plot data will be collected in Years 0, 1,
2,3,5,and 7.Stream and wetland hydrology data and visual monitoring will be reported annually.Specific
success criteria components and evaluation methods are described below.
1.4.1 Single-Thread Streams
Stream Hydrology: Four separate bankfull or over bank events must be documented within the seven-year
monitoring period and the stream hydrology monitoring will continue until four bankfull events have been
documented in separate years. Stream hydrology monitoring will be accomplished with pressure
transducers installed in pools and correlating sensor depth to top of bank elevation. Recorded water depth
above the top of bank elevation will document a bankfull event. The devices will record water depth hourly
and will be inspected quarterly. In addition to the pressure transducers, traditional cork gauges will be
installed at bankfull elevation and will be used to document bankfull events with photographs.
Stream Profiles, Vertical Stability,and Floodplain Access: Stream profiles,as a measure of vertical stability
and floodplain access will be evaluated by looking at BHR. In addition, observed bedforms should be
consistent with those observed for channels of the design stream type(s). The BHR shall not exceed 1.2
along the restored Project stream reaches. This standard only applies to restored reaches of the channel
where BHRs were corrected through design and construction. Vertical stability will be evaluated with visual
assessment, cross sections and, if directed by the IRT, longitudinal profile.
Stream Horizontal Stability:Cross-sections will be used to evaluate horizontal stream stability on restored
streams. There should be little change expected in as-built restoration cross-sections. If measurable
changes do occur,they will be evaluated to determine if the changes represent a movement toward a more
unstable condition (e.g., downcutting, erosion) or a movement towards increased stability (e.g., settling,
vegetation establishment, deposition along the streambanks, decrease in width/depth ratio). Cross-
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sections shall be classified using the Rosgen Stream Classification method and all monitored cross-sections
should fall within the quantitative parameters defined for channels of the design stream type.
Reference photo transects will be taken at each permanent cross-section. Lateral photos should not
indicate excessive erosion or continuing degradation of the streambanks. Photographs will be taken of both
streambanks at each cross-section. A survey tape stretched between the permanent cross-section
monuments/pins will be centered in each of the streambank photographs. The water elevation will be
shown in the lower edge of the frame, and as much of the streambank as possible will be included in each
photo. Photographers will attempt to consistently maintain the same area in each photo over time.
Additional photo points will be taken annually at the culvert crossings located on the project at Casey Mill
Road and Arrington Bridge Road, and in the Enhancement II section on upper UT2.
Streambed Material Condition and Stability: After construction, there should be minimal change in the
particle size distribution of the streambed materials, over time, given the current watershed conditions
and limited upstream sediment supply. Because the streambed material and sediment supply is
predominantly sand with minimal gravel, significant changes in particle size distribution and channel
substrate are not expected.
Jurisdictional Stream Flow: Monitoring of stream flow will be conducted to demonstrate that the restored
stream systems, classified as intermittent, exhibit surface flow for a minimum of 30 consecutive days
throughout some portion of the year,during a year with normal or below normal rainfall conditions.Stream
flow monitoring will be accomplished with pressure transducers installed in pools and correlating sensor
depth to the downstream top of riffle elevation. If the pool water depth is at or above the top of riffle
elevation,then the channel will be assumed to have surface flow. The devices will record water elevation
twice per day and will be inspected quarterly to document surface hydrology and provide a basis for
evaluating flow response to rainfall events. A diagram of the flow gauge installation and measurements
can be found in Appendix D.
1.4.2 Headwater Streams
Seasonal Flow: Surface flow must be documented using automatic pressure transducers (flow gauges).
Continuous surface water flow within the valley or crenulation must be documented to occur every year
for at least 30 consecutive days during the prescribed monitoring period.This will be accomplished in the
same approach as Jurisdictional Stream Flow above.
Channel Formation:During monitoring years 1 through 4,a preponderance of evidence must demonstrate
a concentration of flow indicative of channel formation within the topographic low-point of the valley or
crenulation as documented by the following indicators:
• Scour(indicating sediment transport by flowing water)
• Sediment deposition (accumulations of sediment and/or formation of ripples)
• Sediment sorting(sediment sorting indicated by grain-size distribution within primary flow path)
• Multiple observed flow events (must be documented by gauge data and/or photographs)
• Destruction of terrestrial vegetation
• Presence of litter and debris
• Wracking (deposits of drift material indicating surface water flow)
• Vegetation matted down, bent, or absent(herbaceous or otherwise)
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• Leaf litter disturbed or washed away
During monitoring years 5 through 7, the stream must successfully meet the requirements above and in
addition must demonstrate the development of stream bed and banks as documented by the following
indicators:
• Bed and banks (may include the formation of stream bed and banks, development of channel
pattern such as meander bends and/or braiding at natural topographic breaks, woody debris, or
plant root systems)
• Natural line impressed on the bank(visible high-water mark)
• Shelving(shelving of sediment depositions indicating transport)
• Water staining(staining of rooted vegetation)
• Change in plant community (transition to species adapted for flow or inundation for a long
duration, including hydrophytes)
• Changes in character of soil (texture and/or chroma changes when compared to the soils abutting
the primary path of flow)
Wetland Hydrology:The performance standard for wetland hydrology will be at least 12 percent in the
lower elevations (i.e. floodplain areas) and 10 percent along the ridges where hydric soils transition to
upland areas. These hydroperiod ranges are based on the suggested wetland saturation thresholds for
soils taxonomic subgroups provided by the IRT and as compared with on-site wetland reference data.The
proposed success criteria for wetland hydrology will be when the soils are saturated within 12 inches of
the soil surface for 10 to 12 percent (23 to 27 days) of the growing season (March 21 through November
6) based on WETS data table for Wayne County, NC.The saturated conditions should occur during a period
when antecedent precipitation has been normal or drier than normal for a minimum frequency of 5 years
in 10. Precipitation data will be obtained from the Cherry Research Station near Goldsboro (GOLD),which
is approximately 5.5 miles northwest from the Project site. A tipping bucket rain gauge was installed on-
site for reference data.
1.4.4 Vegetation
Vegetation monitoring will occur in the fall each required monitoring year, prior to leaf drop. Plots will be
monitored in years 1, 2,3, 5, and 7.Vegetative success for the Project during the intermediate monitoring
years will be based the survival of at least 320,three-year-old planted trees per acre at the end of Year 3
of the monitoring period; and at least 260,five-year-old, planted trees per acre that must average seven
feet in height at the end of Year 5 of the monitoring period.The final vegetative restoration success criteria
will be achieving a density of no less than 210, seven-year-old planted stems per acre that must average
10 feet in height in Year 7 of monitoring.
1.4.5 Visual Assessment
WLS will conduct visual assessments in support of mitigation performance monitoring.Visual assessments
of all stream reaches will be conducted twice per monitoring year with at least five months in between
each site visit for each of the seven years of monitoring. Photographs will be used to visually document
system performance and any areas of concern related to streambank and bed stability, condition of in-
stream structures, channel migration,excess sediment, active headcuts, live stake mortality, invasive plant
species or animal browsing, easement boundary encroachments, and general streambed conditions.
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2 Project Mitigation Components
2.1 Project Components
The Project mitigation components included a combination of Stream Restoration and Enhancement, as
well as Riparian Wetland Restoration (Re-establishment), Enhancement, and Preservation activities. The
mitigation types and approved credits are summarized in the tables below.
Table la. Mitigation Plan Stream Mitigation Credits(SMCs)
As-Built
Existing Proposed Mitigation Plan
Project Mitigation Stream
Stream Stream Stream
Reach Type of Mitigation Credit Mitigation
Length Length Mitigation
Designation Ratio Credits
(LF) (LF) Credits(SMCs) (SMCs)
Stream Restoration
UT1-R1 (HW/PI) 2,808 2,808 1:1 2,808 2,808
Stream Restoration
UT1-R2 (pl/PII) 1,450 1,861 1:1 1,861 1,8223
Stream Restoration
UT1-R3 (PII) 1,176 1,485 1:1 1,485 1,485
Stream Restoration
UT1A 237 241 1:1 241 241
(PI)
Stream Restoration
UT1B (H W/PI) 1,261 1,166 1:1 1,166 1,166
UT2(Upper) Stream Enhancement 590 586 4:1 147 147
(HW/PI)
UT2(Lower) Stream Restoration 1,662 1,712 1:1 1,712 1,712
(HW/PI)
Stream Restoration
UT3 (HW/PI) 997 1,483 1:1 1,483 1,483
Totals 10,181 11,342 10,903 10,863
Note 1:No mitigation credits were calculated outside the conservation easement boundaries.
Note 2:Headwater(HW)stream credits calculated using valley length.
Note 3:UT1-R2 credits were reduced due to amended conservation easement boundary.
Table lb. Mitigation Plan Wetland Mitigation Credits(WMCs)
Mitigation Plan As-Built Riparian
Proposed Mitigation
Project Riparian Wetland Wetland
Type of Mitigation Wetland Credit
Wetland Area Mitigation Credits Mitigation Credits
Acreage(AC) Ratio
(WMCs) (WMCs)
W1 Wetland Preservation 2.150 10:1 0.210 0.210
W5 Wetland Preservation 1.180 10:1 0.120 0.120
SW1 Wetland Re-establishment 107.400 1:1 107.400 106.7003
SW2 Wetland Enhancement 7.920 3:1 2.640 2.640
Totals 118.65 110.37 109.67
Note 1:No mitigation credits were calculated outside the conservation easement boundaries.
Note 2:No wetland mitigation credits were calculated within the 100-foot wide HW stream corridor.
Note 3:SW1 credits were decreased due to expanded berm on eastern project boundary.
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2.2 Design Approach
2.2.1 Stream
The Project stream design approach included a combination of Stream Restoration and Enhancement
activities. Priority Level I and II Restoration reaches incorporated the design of a single-thread meandering
channel and headwater stream valley, with parameters based on data taken from reference site
comparisons, published empirical relationships, NC Coastal Plain Regional Curves, and hydrologic and
hydraulic analyses. All creditable non-vegetated areas within the easement were planted with native
vegetation and any areas of invasive species were removed and/or treated.
• Reach UT1-R1—Reach UT1-R1 begins at the western edge of the Project limits flowing southeast
to reach UT1-R2.The headwater valley restoration of UT1-R1 ends at the confluence with UT3 as
the valley turns east towards the Neuse River.At this location,the small moderately-defined pilot
channel gradually transitions into a single-thread channel that is more'well defined'and the ditch
that flows offsite was plugged up to the property line.
• Reach UT1-R2— Reach UT1-R2 begins downstream of UT1-R1 and flows east to Casey Mill Road.
The Priority Level I Restoration included excavating a new single-thread channel and plugging
adjacent ditches to improve hydrological function and hyporheic zone interaction. Further
downstream, UT1-R2 transitions to a Priority Level II Restoration to match the existing culvert
invert elevation at Casey Mill Road.
• Reach UT1-R3—UT1-R3 continues east from Casey Mill Road and is a Priority Level II Restoration.
A single-thread meandering channel was constructed across a newly excavated floodplain at the
existing channel elevation. UT1-R3 flows northeast towards the Neuse River, exiting the Project
at an existing culvert under Arrington Bridge Road.
• Reach UT1A—UT1A begins at the toe of slope near the adjacent bluff and flows northeast towards
UT1-R1. Restoration work along UT1A involved excavating a new single-thread channel. The
existing spoil piles were removed,adjacent ditches were plugged to improve hydrological function
and hyporheic zone interaction, and new channel was constructed to convey flows from the
adjacent hillslope.
• Reach UT1B — UT1B begins within a headwater valley and flows south towards UT1-R1. Work
along UT1B involved headwater valley restoration and the excavation of a small moderately-
defined pilot channel. Existing spoil piles were removed, adjacent ditches were plugged to
improve hydrological function and hyporheic zone interaction, and new channel was constructed
to convey flows to UT1-R1.
• Reach UT2 (Upper)— UT2 (Upper) begins offsite at a spring head within a mature forested area
and flows north to UT2 (Lower) and UT1-R2. UT2 (Upper) work consisted of Enhancement Level
II. The existing channel was filled to an elevation sufficient to connect the headwater channel to
its historic floodplain downstream and remnant spoil piles were removed from the stream reach.
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• Reach UT2 (Lower) — Work on UT2 (Lower) involved headwater valley restoration to its
confluence with UT1-R2. UT2 (Lower)consists of a previously channel ized stream which was filled
to an elevation sufficient to connect the headwater channel to its historic floodplain using native
woody material and suitable fill material from overburden areas and remnant spoil piles. The
valley bottom was graded to restore natural valley topography and a small pilot channel was
excavated to allow diffuse flow paths to develop over time.
• Reach UT3—Work on UT3 consisted of headwater valley restoration to its confluence with UT1-
R1.The existing channel was filled to an elevation sufficient to connect the headwater channel to
its historic floodplain using native woody material and suitable fill material from overburden areas
and remnant spoil piles. The valley bottom was graded to restore the natural microtopographic
variability that is common within these headwater systems.
2.2.2 Wetland
• Riparian Wetland Re-establishment(Restoration -SW1)—Wetland area SW1 totals 106.7 acres
throughout the project site. The existing hydric soil areas have favorable conditions for re-
establishing historic wetlands. It is anticipated that as a direct result of implementing a Priority
Level I restoration, headwater valley restoration, ditch plugging, limited soil manipulation (less
than one-foot depth),and revegetation,the natural wetland hydrology will be restored and allow
the degraded wetland areas to regain their normal/historic functions. The existing channelized
streams were partially to completely filled throughout the project area and proposed wetland
areas were loosened (ripped/disked) prior to planting native wetland vegetation.
• Riparian Wetland Enhancement (SW2) — Wetland area SW2 totals 7.92 acres of existing
jurisdictional wetlands that have been enhanced. As described above, stream restoration
activities included ditch plugging, minimal grading and blending of microtopography, and will
provide significant functional uplift across the project area. This approach will also improve and
enhance the hyporheic zone interaction and hydrology to existing wetland areas. Wetland
enhancement areas were planted with native wet tolerant species.
• Riparian Wetland Preservation (W1 and W5)-W1 and W5 are existing jurisdictional wetlands in
a mature forested area adjacent to UT1-R1 and upper UT2 respectively. Based on field
investigations and site assessments during the mitigation plan development, these existing
stream and wetland systems are forested and mostly stable and undisturbed. Preservation was
proposed in these areas since the existing wetland systems are higher functioning with a mature
riparian buffer due to minimal historic impacts.The wetland preservation areas will be protected
in perpetuity through a permanent conservation easement.
3 As-Built (Baseline) Condition
3.1 As-built Survey
An as-built survey conducted under the responsible charge of a North Carolina Professional Land Surveyor
(Marshall Wight, PLS with WithersRavenel),was utilized to document the baseline condition of the Project
post-construction. The Project construction was completed in October 2020, planting was completed in
February 2021, and as-built survey was completed in November 2020. Baseline monitoring activities
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occurred from November 2020 to February 2021. The as-built survey included a topographic surface
survey, locating the constructed stream channels, in-stream structures, monitoring device locations, a
longitudinal profile survey for each project reach, and cross-section surveys for each reach.
t.2 As-Built Plans/ Record Drawings
The results of the as-built survey establish and document post-construction or baseline conditions and
will be used for comparing annual post-construction monitoring data. The as-built plans or record
drawings were developed utilizing the final construction plans as the "background", and then overlaying
the as-built survey information on the plan and profile sheets. Any significant adjustments or deviations
made to the final construction plans during construction are shown as redline mark-ups or callouts on the
as-built survey plan sheets.The as-built plans/record drawings are located in Appendix E.
3.3 As-Built/ Baseline Assessment
No significant deviations were documented between the final construction plans and the as-built
condition that may affect channel performance or changes in vegetation species planted. Reach sections
along UT1-R1 (stations 11+20 to 14+05 and 18+00 to 23+00) and UT1B (station 16+00 to 20+00) were
slightly realigned to avoid mature vegetation and prevent root stress within the drip lines. Additionally,
the constructed berm along the eastern easement line (property boundary) was widened and flattened
to accommodate excess spoil material and allow larger flood flows to drain more naturally from and across
the wetland re-establishment area (SW1). No major issues or mitigating factors were observed
immediately after construction which require consideration or remedial action.
Before submittal of the as-built report, WLS amended the conservation easement to account for
approximately 600 linear feet of utility right-of-way (ROW) that runs parallel along Casey Mill Road that
was inside the original recorded easement. The Carolina Power & Light ROW is 30 feet wide and 0.348
acres were removed from the original conservation easement. WLS has amended the conservation
easement and plat and the revised easement acreage is 230.838 acres. WLS has revised the creditable
stream areas (UT1-R2) accordingly.
3.3.1 Morphological Assessment
Morphological data for the as-built profile was collected in October 2020. Refer to Appendices B and D
for summary data tables, morphological plots, and stream photographs.
3.3.1.1 Stream Longitudinal Profit,
The MY0 stream longitudinal profiles closely match the design parameters. Measurements were taken at
the beginning or head of each feature (e.g., riffle, pool) and at the maximum pool depth.The constructed
riffles are depicted as straight lines with consistent slope breaks. Various locations along the longitudinal
profiles illustrate multiple slope breaks due to the installation of log structures and woody debris within
the streambed.The constructed riffle slopes and pool depths vary slightly from design parameters due to
field adjustments and fine sediment migration during construction.The MY0 stream longitudinal profiles
illustrate that the bedform diversity and features installed are consistent with intended design approach.
3.3.1.2 Stream Horizontal Pattern
The MY0 planform geometry or pattern measurements fell within acceptable ranges of the design
parameters for all restored reaches.The parameters such as sinuosity, radius of curvature, and meander
width ratio were documented on constructed single-thread channels. Any lateral channel adjustments in
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stream pattern do not present a stability concern or indicate a need for remedial action and will be
assessed visually during the annual monitoring reports. The results of the planimetric survey show that
the restored horizontal geometry is consistent with intended design approach.
3.3.1.3 Stream Horizontal Dimension
The MY0 channel dimensions generally match the design parameters and are within an acceptable stable
range of tolerance. It is expected that over time that some pools may accumulate fine sediment and
organic matter, however, this is not an indicator of channel instability. Maximum riffle depths are
expected to fluctuate slightly throughout the monitoring period as the channels adjust to restored flow
regime.
3.3.2 Stream Hydrology
3.3.2.1 Stream Flow
Four pressure transducers (flow gauges) were installed in September 2020 in the headwater restoration
sections in reaches UT1-R1, UT1B, UT3, and UT2 (Upper) to document baseflow conditions. The flow
gauge locations are within the upper one-third of the project reaches as shown on Figure 1 and data will
be included in the Monitoring Year 1 Report.
3.3.2.2 Bankfull Events
Two crest gauges were installed in October 2020 to document bankfull events. WLS installed a
conventional cork crest gauge, along with pressure transducers to validate flood status. One gauge was
installed on UT1-R2 and the other on UT1-R3. Stream hydrology data will be included in the Monitoring
Year 1 Report in this section and in the appendices. Recorder locations can be found on Figures 1a-1c.
3.3.3 Headwater Stream Channel Formation
During monitoring years 1 through 4, a preponderance of evidence must demonstrate a concentration of
flow indicative of channel formation within the topographic low-point of the valley or crenulation as
documented by the indicators described in section 1.4.2.This evidence will be addressed in the Monitoring
Year 1 Report.
3.3.4 Wetland Hydrology
Twenty-six groundwater wells were installed in November 2020 to monitor wetland hydrology.
Groundwater well locations can be found on Figures la-1c and the data will be included in subsequent
monitoring reports.
3.3.5 Vegetation
Monitoring of the 26 permanent vegetation plots (joint 404/401), 10 random vegetation plots, and 5
random transects(50m x2m)was completed in January and February 2021.Vegetation data can be found
in Appendix C,with the associated photos located in Appendix B.The MY0 average planted density is 684
stems per acre, which exceeds the interim measure of vegetative success of at least 320 planted stems
per acre at the end of the third monitoring year. All vegetation plots/transects met the interim measure
of success.The number of trees per acre ranged from 13—23 across all vegetation plots.Volunteer species
were not noted at baseline monitoring but are expected to establish in upcoming years.
A significant population of kudzu (Pueraria montana)was documented west of UT2 (upper). Initial spray
treatments occurred in September 2020, but this area will be closely monitored, and re-sprouts will be
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treated as needed to prevent further establishment. Visual assessment of vegetation throughout the
planted area indicates herbaceous vegetation is establishing.
4 Methods
Stream cross-section monitoring was conducted using a Topcon RL-H5 Laser Level. Morphological data
were collected at 14 cross-sections. Survey data were imported into Microsoft Excel®for data processing
and analysis. The stage recorders include an automatic pressure transducer set in PVC piping in the
channel.The elevation of the bed and top of bank at each stage recorder location was recorded to be able
to document presence of water in the channel and out of bank events. Visual observations (i.e. wrack or
debris lines) and traditional cork crest gauges will also be used to document overbank flow bank events.
Vegetation success is being monitored at a total of 26 permanent vegetation plots, 10 random vegetation
plots, and 5 random transects (each 2m x 50m). The 26 permanent vegetation plots are joint 404/401.
Vegetation plot monitoring follows the CVS-EEP Level 2 Protocol for Recording Vegetation, version 4.2
(Lee et al. 2008) and includes analysis of species composition and density of planted species. Data are
processed using the CVS data entry tool. In the field,the four corners of each fixed plot were permanently
marked with PVC at the origin and rebar at all corners. Random veg plots were marked in the field with
stakes at all corners and trees were flagged with flagging tape. Photos of each fixed plot are to be taken
from the origin each monitoring year. Tree species and height will be recorded for each planted stem.
Random plots and transects will be mapped and new locations will be monitored in subsequent years.
Wetland hydrology is monitored to document success in wetland restoration and enhancement areas
where hydrology was affected. This is accomplished with 26 automatic pressure transducer gauges
(located in groundwater wells)that record daily(twice per day)groundwater levels. Pressure transducers
are HOBO Water Level (13ft) Data Loggers made by Onset. Twenty-six data loggers have been installed
within the wetland crediting area. Of the 26 located in the credited areas, one was installed within a
reference wetland area. One automatic pressure transducer is installed above ground for use as a
barometric reference. Gauges are downloaded quarterly and wetland hydroperiods are calculated during
the growing season. Gauge installation followed current regulatory guidance. Visual observations of
primary and secondary wetland hydrology indicators are also recorded during quarterly site visits.
4 10

> References
Lee Michael T., Peet Robert K., Roberts Steven D., and Wentworth Thomas R., 2008. CVS-EEP Protocol for
Recording Vegetation Level. Version 4.2
(RBRP) North Carolina Ecosystem Enhancement Program (NCEEP), 2010. Neuse River Restoration Priority
Plan (RBRP).
United States Army Corps of Engineers. 2003. Stream Mitigation Guidelines,April 2003, U.S.Army Corps
of Engineers. Wilmington District.
United States Army Corps of Engineers. 2016. Notification of Issuance of Guidance for Compensatory
Stream and Wetland Mitigation Conducted for Wilmington District, October 2016, U.S. Army
Corps of Engineers. Wilmington District.
Water and Land Solutions, LLC(2019). Scarborough Final Mitigation Plan. USACE, Raleigh, NC.
4 11

Appendix A :
Background Tables

Table 1. Scarborough Mitigation Project (SAW-2017-02527) - Mitigation Assets and Components
Existing Mitigation
Footage Plan As-Built
or Footage or Mitigation Restoration Priority Mitigation Footage or
Project Segment Acreage Acreage Category Level Level Ratio(X:1) Acreage Comments
UT1-R1 2,808 2,808 Warm R HW/PI 1.00000 2,808 Full Channel Restoration,Planted Buffer,Permanent Conservation Easement
UT1-R2 1,450 1,861 Warm R PI/PII 1.00000 1,822 Full Channel Restoration,Planted Buffer,Permanent Conservation Easement
UT1-R3 1,176 1,485 Warm R PI 1.00000 1,489 Full Channel Restoration,Planted Buffer,Permanent Conservation Easement
UT1A 237 241 Warm R PI 1.00000 240 Full Channel Restoration,Planted Buffer,Permanent Conservation Easement
Dimension and Profile modified in keeping with reference,Planted Buffer,
UT1B 1,261 1,166 Warm R HW/PI 1.00000 1,166 Permananent Conservation Easement
Supplmentally Planted Buffer,Removed abandoned culvert, Permenant
UT2(Upper) 590 586 Warm EH HW/PI 4.00000 586 Conservation Easement
UT2(Lower) 1,662 712 Warm R HW/PI 1.00000 712 Full Channel Restoration,Planted Buffer,Permanent Conservation Easement
Dimension and Profile modified in keeping with reference,Planted Buffer,
UT3 997 1,483 Warm R HW/PI 1.00000 1,483 Permananent Conservation Easement
W1 2.150 2.150 RR P 10.00000 2.150 Permanent Conservation Easement
W5 1.180 1.180 RR P 10.00000 1.180 Permanent Conservation Easement
SW1 N/A 107.400 RR RE 1.00000 106.700
Limited soil manipulation,Restored groundwater hydrology,Planting
SW2 7.920 7.920 RR E = 3.00000 7.920 Limited soil manipulation,Restored groundwater hydrology,Planting
Project Credits
Stream Riparian Wetland Non-Rip Coastal
Restoration Level Warm Cool Cold Riverine Non-Riv Wetland Marsh
Restoration 10,717
Re-establishment 106.700
Rehabilitation
Enhancement 2.640
Enhancement I
Enhancement II 146.500
Creation _
Preservation 0.333
Totals 10,863 109.673 0.000 0.000

Table 2. Project Activity and Reporting History
Scarborough Mitigation Project (SAW-2017-02527)
Elapsed Time Since grading complete: 4 months
Elapsed Time Since planting complete: 0 months
Number of reporting Years : 0
Data Collection Completion or
Activity or Deliverable Complete Delivery
Institution Date N/A 10/4/2018
404 permit date N/A 2/18/2020
Restoration Plan N/A 11/22/2019
Final Design — Construction Plans N/A 11/22/2019
Construction N/A 10/21/2020
Planting N/A 2/20/2021
As-built (Year 0 Monitoring — baseline) 2/22/2021 2/23/2021
Year 1 Monitoring
Year 2 Monitoring
Year 3 Monitoring
Year 4 Monitoring
Year 5 Monitoring
Year 6 Monitoring
Year 7 Monitoring/ Close Out

Table 3. Project Contacts Table
Scarborough Mitigation Project(SAW-2017-02527)
Designer Water& Land Solutions, LLC
7721 Six Forks Rd, Suite 130, Raleigh, NC 27615
Primary project design POC Kayne Van Steil Phone: [phone]
Construction Contractor Wright Contracting, LLC
PO Box 545, Siler City, NC 27344
Construction contractor POC Ross Kennedy Phone: [phone]
Survey Contractor WithersRavenel
115 MacKenan Drive, Cary, NC 27511
Survey contractor POC Marshall Wight Phone: [phone]
Planting Contractor Ripple EcoSolutions, LLC
215 Moonridge Road, Chapel Hill, NC 27516
Planting contractor POC George Morris Phone: [phone]
Seeding Contractor Wright Contracting, LLC
PO Box 545, Siler City, NC 27344
Contractor point of contact Ross Kennedy Phone: [phone]
Seed Mix Sources Green Resource Phone: [phone]
Nursery Stock Suppliers (Bare Roots Trees) Native Forest Nursery Phone: [phone]
Nursery Stock Suppliers (Bare Roots/Plugs Mellow Marsh Farm Phone: [phone]
Shrubs)
Nursery Stock Suppliers (Live Stakes) Mellow Marsh Farm Phone: [phone]
Monitoring Performers Water& Land Solutions, LLC
7721 Six Forks Rd, Suite 130, Raleigh, NC 27615
Stream Monitoring POC Emily Dunnigan Phone: [phone]
Vegetation Monitoring POC Emily Dunnigan Phone: [phone]
Wetland Monitoring POC Emily Dunnigan Phone: [phone]

Table 4.Project Background Information
Project Name Scarborough Mitigation Project
County VVayne
Project Area(acres) 230.838
Project Coordinates(latitude and longitude) 35.319631,-77.985795
Planted Acreage(Acres of Woody Stems Planted) 146.2 acres
Project Watershed Summary Information
Physiographic Province Inner Coastal Plain
River Basin Neuse
USGS Hydrologic Unit 8-digit I 03020202 USGS Hydrologic Unit 12-digit I 030202020103
DWR Sub-basin 03-04-05
Project Drainage Area(Acres and Square Miles) 603 acres and 0.942 sq.miles
Project Drainage Area Percentage of Impervious Area <1%
CGIA Land Use Classification 2.01.01,312,413(85%row crop,10%,
grassland/herbaceous,5%woody wetland)
Reach Summary Information
Parameters Reach UT1-R1 Reach UT1-R2 Reach UT1-R3 Reach UTIA Reach UT1B U12(Upper) U12(Lower) UT3
Length of reach(linear feet) 2,808 1,822 1,485 241 1,166 586 1,712 1,483
Valley confinement(Confined,moderately confined,unconfined) unconfined unconfined unconfined unconfined unconfined unconfined unconfined unconfined
Drainage area(Acres and Square Miles) 214 ac and 0.334 528 ac and 0.825 603 ac and 71 ac and 0.111 55 ac and 0.086 sq 113 ac and 0.177 176 ac and 86 ac and 0.134
sq mi sq mi 0.942 sq mi sq mi mi sq mi 0.275 sq mi sq mi
Intermittent/
Perennial,Intermittent,Ephemeral Perennial Perennial Intermittent Intermittent Perennial Perennial Intermittent
Perennial
NCDWR Water Quality Classification C,NSW C,NSW C,NSW C,NSW C,NSW C,NSW C,NSW C,NSW
Stream Classification(existing) E5 E5(incised) E5(incised) E5(incised) E5(incised) E5(incised) E5(incised) E5(incised)
Stream Classification(proposed) DA E5/C5 E5/C5 E5(incised) DA DA DA DA
Evolutionary trend(Simon) II II II II I I I I I I I I
FEMA classification AE AE AE AE AE AE AE AE
Wetland Summary Information
Parameters W1 W5 SW1 SW2
Size of Wetland(acres) 2.15 1.18 106.70 7.92
Wetland Type(non-riparian,riparian riverine or riparian non-riverine) RR RR RR RR
Mapped Soil Series Lv,KaE Lv,Na Lv,Na,Dr,La, Lv,Na,Dr
Le,WkB2
poorly drained,
somewhat poorly
drained, poorly drained,
poorly drained, poorly drained, somewhat poorly somewhat poorly
Drainage class moderatly well somewhat poorly drained, drained,
drained drained excessivly somewhat poorly
drained,poorly drained
drained, well
drained
Hydric,Non-
Hydric,Non- Hydric,Non-
Hydric,Non-
Soil Hydric Status Hydric,Non-hydric Hyrdic Hydric,Non- Hydric,Non-
Hydric,Hydric, Hydric
Non-Hydric
Groundwater, Groundwater, Groundwater, Groundwater,
Source of Hydrology Surface Hydrology Surface Surface Surface
Hydrology Hydrology Hydrology
Restoration or enhancement method(hydrologic,vegetative etc.) Preservation Preservation RE:HydroNeg E:Veg
Regulatory Considerations
Parameters Applicable? Resolved? Supporting Docs?
Water of the United States-Section 404 Yes Yes NWP27
Water of the United States-Section 401 Yes Yes NWP27
Endangered Species Act No Yes Prospectus
Historic Preservation Act Yes Yes Prospectus
Coastal Zone Management Act(CZMA or CAMA) No N/A N/A
FEMA Floodplain Compliance Yes Yes Floodplain develop
permit
Essential Fisheries Habitat No N/A N/A

Appendix B :•Visual Assessment Data
Figure la, 1b, & 1c: Current Condition Plan View (CCPV)
Stream Station Photographs (Cross-Sections and Photo Points)
Vegetation Plot Photographs
Monitoring Device Photographs

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Appendix C :•Vegetation Monitoring Plot
Data
Table 5a: Baseline Vegetation—Planting Data
Table 5b: Vegetation Mitigation Success Summary
5c: Redline Planting List

EEP Project Code 008. Project Name:Scarborough
Table 5a: Baseline Vegetation- Planting Data Current Plot Data (MY0 2021)
Species 008-01-0001 008-01-0002 008-01-0003 008-01-0004
Scientific Name Common Name Type PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T
Betula nigra river birch Tree 1 1 1 2 2 2 1 1 1 3 3 3
Carpinus caroliniana American hornbeam Tree 1 1 1 1 1 1
Clethra alnifolia coastal sweetpepperbush Shrub 3 3 3
Cyrilla racemiflora swamp titi Shrub 1 1 1 2 2 2
Eubotrys racemosa swamp doghobble Shrub 1 1 1 2 2 2
Fraxinus pennsylvanica green ash Tree 2 2 2 1 1 1 2 2 2
!tea virginica Virginia sweetspire Shrub 1 1 1
Magnolia virginiana sweetbay Tree 1 1 1 2 2 2 1 1 1
Nyssa biflora swamp tupelo Tree 1 1 1 1 1 1 1 1 1
Persea palustris swamp bay tree 1 1 1 1 1 1
Platanus occidentalis American sycamore Tree 2 2 2 2 2 2 1 1 1 3 3 3
Quercus bicolor swamp white oak Tree 1 1 1 1 1 1
Quercus laurifolia laurel oak Tree 1 1 1 2 2 2
Quercus lyrata overcup oak Tree
Quercus michauxii swamp chestnut oak Tree 1 1 1 1 1 1 5 5 5 1 1 1
Quercus nigra water oak Tree 2 2 2 1 1 1
Quercus pagoda cherrybark oak Tree 1 1 1 1 1 1
Quercus phellos willow oak Tree 1 1 1
Taxodium distichum bald cypress Tree 3 3 3 1 1 1 4 4 4 1 1 1
Viburnum nudum possumhaw Shrub 1 1 1
Stem count 18 18 18 16 16 16 18 18 18 18 18 18
size(ares) 1 1 1 1
size(ACRES) 0.02 0.02 0.02 0.02
Species count 14 14 14 10 10 10 9 9 9 12 12 12
Stems per ACRE 728.4 728.4 728.4 647.5 647.5 647.5 728.4 728.4 728.4 728.4 728.4 728.4
Color for Density
Exceeds requirements by 10%
Exceeds requirements, but by less than 10%
Fails to meet requirements, by less than 10%
Fails to meet requirements by more than 10%

EEP Project Code 008. Project Name:Scarborough
Table 5a: Baseline Vegetation- Planting Data Current Plot Data (MY0 2021)
Species 008-01-0005 008-01-0006 008-01-0007 008-01-0008
Scientific Name Common Name Type PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T
Betula nigra river birch Tree 3 3 3 1 1 1
Carpinus caroliniana American hornbeam Tree 1 1 1
Clethra alnifolia coastal sweetpepperbush Shrub
Cyrilla racemiflora swamp titi Shrub 1 1 1
Eubotrys racemosa swamp doghobble Shrub 1 1 1
Fraxinus pennsylvanica green ash Tree 1 1 1 1 1 1
!tea virginica Virginia sweetspire Shrub
Magnolia virginiana sweetbay Tree 2 2 2 6 6 6 2 2 2
Nyssa biflora swamp tupelo Tree 1 1 1 1 1 1 1 1 1
Persea palustris swamp bay tree 1 1 1 4 4 4
Platanus occidentalis American sycamore Tree 2 2 2 3 3 3 1 1 1 4 4 4
Quercus bicolor swamp white oak Tree
Quercus laurifolia laurel oak Tree 1 1 1 1 1 1
Quercus lyrata overcup oak Tree 2 2 2
Quercus michauxii swamp chestnut oak Tree 1 1 1 2 2 2
Quercus nigra water oak Tree 2 2 2 3 3 3 3 3 3
Quercus pagoda cherrybark oak Tree 1 1 1 2 2 2
Quercus phellos willow oak Tree 2 2 2 3 3 3 3 3 3 1 1 1
Taxodium distichum bald cypress Tree 3 3 3
Viburnum nudum possumhaw Shrub 1 1 1
Stem count 17 17 17 17 17 17 17 17 17 17 17 17
size(ares) 1 1 1 1
size(ACRES) 0.02 0.02 0.02 0.02
Species count 10 10 10 6 6 6 11 11 11 8 8 8
Stems per ACRE 688 688 688 688 688 688 688 688 688 688 688 688
Color for Density
Exceeds requirements by 10%
Exceeds requirements, but by less than 10%
Fails to meet requirements, by less than 10%
Fails to meet requirements by more than 10%

EEP Project Code 008. Project Name:Scarborough
Table 5a: Baseline Vegetation- Planting Data Current Plot Data (MY0 2021)
Species 008-01-0009 008-01-0010 008-01-0011 008-01-0012
Scientific Name Common Name Type PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T
Betula nigra river birch Tree 3 3 3 3 3 3 2 2 2 1 1 1
Carpinus caroliniana American hornbeam Tree 2 2 2
Clethra alnifolia coastal sweetpepperbush Shrub 1 1 1 1 1 1
Cyrilla racemiflora swamp titi Shrub 1 1 1
Eubotrys racemosa swamp doghobble Shrub 3 3 3 1 1 1
Fraxinus pennsylvanica green ash Tree 2 2 2 2 2 2 2 2 2
!tea virginica Virginia sweetspire Shrub
Magnolia virginiana sweetbay Tree 2 2 2
Nyssa biflora swamp tupelo Tree 1 1 1 1 1 1
Persea palustris swamp bay tree 1 1 1 1 1 1
Platanus occidentalis American sycamore Tree 5 5 5 2 2 2 3 3 3 1 1 1
Quercus bicolor swamp white oak Tree 1 1 1 1 1 1 2 2 2
Quercus laurifolia laurel oak Tree
Quercus lyrata overcup oak Tree 2 2 2
Quercus michauxii swamp chestnut oak Tree 1 1 1 5 5 5
Quercus nigra water oak Tree 1 1 1 1 1 1
Quercus pagoda cherrybark oak Tree 1 1 1 2 2 2 2 2 2
Quercus phellos willow oak Tree 3 3 3
Taxodium distichum bald cypress Tree 1 1 1 4 4 4
Viburnum nudum possumhaw Shrub
Stem count 19 19 19 18 18 18 16 16 16 15 15 15
size(ares) 1 1 1 1
size(ACRES) 0.02 0.02 0.02 0.02
Species count 9 9 9 9 9 9 9 9 9 9 9 9
Stems per ACRE 768.9 768.9 768.9 728.4 728.4 728.4 647.5 647.5 647.5 607 607 607
Color for Density
Exceeds requirements by 10%
Exceeds requirements, but by less than 10%
Fails to meet requirements, by less than 10%
Fails to meet requirements by more than 10%

EEP Project Code 008. Project Name:Scarborough
Table 5a: Baseline Vegetation- Planting Data Current Plot Data (MY0 2021)
Species 008-01-0013 008-01-0014 008-01-0015 008-01-0016
Scientific Name Common Name Type PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T
Betula nigra river birch Tree 2 2 2 1 1 1 1 1 1
Carpinus caroliniana American hornbeam Tree 1 1 1 1 1 1
Clethra alnifolia coastal sweetpepperbush Shrub
Cyrilla racemiflora swamp titi Shrub 2 2 2
Eubotrys racemosa swamp doghobble Shrub 3 3 3
Fraxinus pennsylvanica green ash Tree 2 2 2 1 1 1
!tea virginica Virginia sweetspire Shrub 2 2 2 1 1 1
Magnolia virginiana sweetbay Tree 1 1 1 4 4 4
Nyssa biflora swamp tupelo Tree 2 2 2 1 1 1 1 1 1
Persea palustris swamp bay tree 4 4 4 1 1 1
Platanus occidentalis American sycamore Tree 4 4 4 4 4 4 4 4 4 2 2 2
Quercus bicolor swamp white oak Tree
Quercus laurifolia laurel oak Tree 1 1 1 1 1 1 1 1 1
Quercus lyrata overcup oak Tree 1 1 1
Quercus michauxii swamp chestnut oak Tree 1 1 1 1 1 1 1 1 1
Quercus nigra water oak Tree 1 1 1 3 3 3 4 4 4
Quercus pagoda cherrybark oak Tree
Quercus phellos willow oak Tree 1 1 1 2 2 2 2 2 2
Taxodium distichum bald cypress Tree 4 4 4 1 1 1 1 1 1
Viburnum nudum possumhaw Shrub 1 1 1
Stem count 14 14 14 20 20 20 16 16 16 22 22 22
size(ares) 1 1 1 1
size(ACRES) 0.02 0.02 0.02 0.02
Species count 6 6 6 11 11 11 9 9 9 13 13 13
Stems per ACRE 566.6 566.6 566.6 809.4 809.4 809.4 647.5 647.5 647.5 890.3 890.3 890.3
Color for Density
Exceeds requirements by 10%
Exceeds requirements, but by less than 10%
Fails to meet requirements, by less than 10%
Fails to meet requirements by more than 10%

EEP Project Code 008. Project Name:Scarborough
Table 5a: Baseline Vegetation- Planting Data Current Plot Data (MY0 2021)
Species 008-01-0017 008-01-0018 008-01-0019 008-01-0020
Scientific Name Common Name Type PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T
Betula nigra river birch Tree 2 2 2 3 3 3 5 5 5
Carpinus caroliniana American hornbeam Tree 1 1 1
Clethra alnifolia coastal sweetpepperbush Shrub 1 1 1
Cyrilla racemiflora swamp titi Shrub 1 1 1
Eubotrys racemosa swamp doghobble Shrub 1 1 1 1 1 1 1 1 1
Fraxinus pennsylvanica green ash Tree 1 1 1 3 3 3 2 2 2
!tea virginica Virginia sweetspire Shrub
Magnolia virginiana sweetbay Tree 1 1 1 1 1 1
Nyssa biflora swamp tupelo Tree 1 1 1
Persea palustris swamp bay tree 1 1 1
Platanus occidentalis American sycamore Tree 2 2 2 2 2 2
Quercus bicolor swamp white oak Tree 1 1 1
Quercus laurifolia laurel oak Tree 1 1 1 1 1 1 2 2 2
Quercus lyrata overcup oak Tree
Quercus michauxii swamp chestnut oak Tree 2 2 2 5 5 5
Quercus nigra water oak Tree 5 5 5 2 2 2 2 2 2 1 1 1
Quercus pagoda cherrybark oak Tree 3 3 3 1 1 1 1 1 1
Quercus phellos willow oak Tree 2 2 2 2 2 2
Taxodium distichum bald cypress Tree 1 1 1 6 6 6
Viburnum nudum possumhaw Shrub 1 1 1
Stem count 19 19 19 13 13 13 14 14 14 23 23 23
size(ares) 1 1 1 1
size(ACRES) 0.02 0.02 0.02 0.02
Species count 10 10 10 6 6 6 9 9 9 11 11 11
Stems per ACRE 768.9 768.9 768.9 526.1 526.1 526.1 566.6 566.6 566.6 930.8 930.8 930.8
Color for Density
Exceeds requirements by 10%
Exceeds requirements, but by less than 10%
Fails to meet requirements, by less than 10%
Fails to meet requirements by more than 10%

EEP Project Code 008. Project Name:Scarborough
Table 5a: Baseline Vegetation- Planting Data Current Plot Data (MY0 2021)
Species 008-01-0021 008-01-0022 008-01-0023 008-01-0024
Scientific Name Common Name Type PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T
Betula nigra river birch Tree 1 1 1
Carpinus caroliniana American hornbeam Tree 1 1 1 3 3 3 1 1 1
Clethra alnifolia coastal sweetpepperbush Shrub 1 1 1
Cyrilla racemiflora swamp titi Shrub 1 1 1
Eubotrys racemosa swamp doghobble Shrub 1 1 1 1 1 1
Fraxinus pennsylvanica green ash Tree 1 1 1
!tea virginica Virginia sweetspire Shrub 1 1 1 1 1 1
Magnolia virginiana sweetbay Tree 2 2 2 1 1 1
Nyssa biflora swamp tupelo Tree 1 1 1 2 2 2 2 2 2 1 1 1
Persea palustris swamp bay tree 1 1 1 1 1 1
Platanus occidentalis American sycamore Tree 5 5 5 1 1 1 2 2 2
Quercus bicolor swamp white oak Tree 1 1 1 1 1 1 1 1 1 1 1 1
Quercus laurifolia laurel oak Tree 3 3 3 2 2 2 1 1 1 2 2 2
Quercus lyrata overcup oak Tree 1 1 1 2 2 2
Quercus michauxii swamp chestnut oak Tree 1 1 1 1 1 1
Quercus nigra water oak Tree 1 1 1 1 1 1
Quercus pagoda cherrybark oak Tree 2 2 2 1 1 1 1 1 1
Quercus phellos willow oak Tree 1 1 1 2 2 2
Taxodium distichum bald cypress Tree 1 1 1 2 2 2 2 2 2 2 2 2
Viburnum nudum possumhaw Shrub 1 1 1
Stem count 17 17 17 16 16 16 16 16 16 17 17 17
size(ares) 1 1 1 1
size(ACRES) 0.02 0.02 0.02 0.02
Species count 11 11 11 11 11 11 11 11 11 13 13 13
Stems per ACRE 688 688 688 647.5 647.5 647.5 647.5 647.5 647.5 688 688 688
Color for Density
Exceeds requirements by 10%
Exceeds requirements, but by less than 10%
Fails to meet requirements, by less than 10%
Fails to meet requirements by more than 10%

EEP Project Code 008. Project Name:Scarborough
Table 5a: Baseline Vegetation- Planting Data Current Plot Data (MY0 2021)
Species 008-01-0025 008-01-0026 008-01-R27 008-01-R28
Scientific Name Common Name Type PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T
Betula nigra river birch Tree 3 3 3 1 1 1
Carpinus caroliniana American hornbeam Tree 2 2 2 1 1 1 2 2 2
Clethra alnifolia coastal sweetpepperbush Shrub 1 1 1
Cyrilla racemiflora swamp titi Shrub
Eubotrys racemosa swamp doghobble Shrub 1 1 1
Fraxinus pennsylvanica green ash Tree 3 3 3 3 3 3 2 2 2
!tea virginica Virginia sweetspire Shrub
Magnolia virginiana sweetbay Tree 1 1 1 1 1 1 2 2 2
Nyssa biflora swamp tupelo Tree 1 1 1 2 2 2 1 1 1
Persea palustris swamp bay tree 1 1 1
Platanus occidentalis American sycamore Tree 2 2 2 1 1 1 1 1 1 3 3 3
Quercus bicolor swamp white oak Tree 2 2 2 2 2 2
Quercus laurifolia laurel oak Tree 1 1 1 1 1 1 1 1 1
Quercus lyrata overcup oak Tree
Quercus michauxii swamp chestnut oak Tree 4 4 4 1 1 1
Quercus nigra water oak Tree 1 1 1 1 1 1 2 2 2 1 1 1
Quercus pagoda cherrybark oak Tree 1 1 1 1 1 1
Quercus phellos willow oak Tree 3 3 3 3 3 3 1 1 1 3 3 3
Taxodium distichum bald cypress Tree 3 3 3
Viburnum nudum possumhaw Shrub
Stem count 19 19 19 18 18 18 15 15 15 15 15 15
size(ares) 1 1 1 1
size(ACRES) 0.02 0.02 0.02 0.02
Species count 10 10 10 12 12 12 8 8 8 9 9 9
Stems per ACRE 768.9 768.9 768.9 728.4 728.4 728.4 607 607 607 607 607 607
Color for Density
Exceeds requirements by 10%
Exceeds requirements, but by less than 10%
Fails to meet requirements, by less than 10%
Fails to meet requirements by more than 10%

EEP Project Code 008. Project Name:Scarborough
Table 5a: Baseline Vegetation- Planting Data Current Plot Data (MY0 2021)
Species 008-01-R29 008-01-R30 008-01-R31 008-01-R32
Scientific Name Common Name Type PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T
Betula nigra river birch Tree 3 3 3 2 2 2 2 2 2
Carpinus caroliniana American hornbeam Tree 2 2 2
Clethra alnifolia coastal sweetpepperbush Shrub 1 1 1
Cyrilla racemiflora swamp titi Shrub 1 1 1
Eubotrys racemosa swamp doghobble Shrub
Fraxinus pennsylvanica green ash Tree 1 1 1
!tea virginica Virginia sweetspire Shrub
Magnolia virginiana sweetbay Tree 1 1 1 2 2 2 1 1 1
Nyssa biflora swamp tupelo Tree 1 1 1 1 1 1
Persea palustris swamp bay tree 1 1 1 1 1 1 2 2 2 1 1 1
Platanus occidentalis American sycamore Tree 3 3 3 2 2 2 4 4 4 2 2 2
Quercus bicolor swamp white oak Tree 1 1 1 1 1 1
Quercus laurifolia laurel oak Tree 1 1 1 4 4 4 1 1 1 1 1 1
Quercus lyrata overcup oak Tree 1 1 1
Quercus michauxii swamp chestnut oak Tree 2 2 2
Quercus nigra water oak Tree 1 1 1 1 1 1 1 1 1 3 3 3
Quercus pagoda cherrybark oak Tree 3 3 3 1 1 1 1 1 1
Quercus phellos willow oak Tree 3 3 3 2 2 2 1 1 1
Taxodium distichum bald cypress Tree 2 2 2 4 4 4 2 2 2
Viburnum nudum possumhaw Shrub
Stem count 17 17 17 16 16 16 20 20 20 18 18 18
size(ares) 1 1 1 1
size(ACRES) 0.02 0.02 0.02 0.02
Species count 9 9 9 9 9 9 11 11 11 12 12 12
Stems per ACRE 688 688 688 647.5 647.5 647.5 809.4 809.4 809.4 728.4 728.4 728.4
Color for Density
Exceeds requirements by 10%
Exceeds requirements, but by less than 10%
Fails to meet requirements, by less than 10%
Fails to meet requirements by more than 10%

EEP Project Code 008. Project Name:Scarborough
Table 5a: Baseline Vegetation- Planting Data Current Plot Data (MY0 2021)
Species 008-01-R33 008-01-R34 008-01-R35 008-01-R36
Scientific Name Common Name Type PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T
Betula nigra river birch Tree 1 1 1 2 2 2
Carpinus caroliniana American hornbeam Tree 2 2 2 2 2 2
Clethra alnifolia coastal sweetpepperbush Shrub
Cyrilla racemiflora swamp titi Shrub 1 1 1
Eubotrys racemosa swamp doghobble Shrub
Fraxinus pennsylvanica green ash Tree 1 1 1 1 1 1 8 8 8
!tea virginica Virginia sweetspire Shrub 1 1 1 1 1 1
Magnolia virginiana sweetbay Tree 1 1 1
Nyssa biflora swamp tupelo Tree 1 1 1
Persea palustris swamp bay tree 2 2 2 1 1 1
Platanus occidentalis American sycamore Tree 3 3 3 1 1 1 5 5 5 3 3 3
Quercus bicolor swamp white oak Tree 1 1 1
Quercus laurifolia laurel oak Tree 3 3 3 2 2 2
Quercus lyrata overcup oak Tree 2 2 2 1 1 1
Quercus michauxii swamp chestnut oak Tree 1 1 1
Quercus nigra water oak Tree 1 1 1 1 1 1 1 1 1 1 1 1
Quercus pagoda cherrybark oak Tree 1 1 1
Quercus phellos willow oak Tree 2 2 2 1 1 1
Taxodium distichum bald cypress Tree 3 3 3 5 5 5
Viburnum nudum possumhaw Shrub 1 1 1
Stem count 19 19 19 14 14 14 13 13 13 18 18 18
size(ares) 1 1 1 1 I
size(ACRES) 0.02 0.02 0.02 0.02
Species count 10 10 10 11 11 11 8 8 8 5 5 5
Stems per ACRE 768.9 768.9 768.9 566.6 566.6 566.6 526.1 526.1 526.1 728.4 728.4 728.4
Color for Density
Exceeds requirements by 10%
Exceeds requirements, but by less than 10%
Fails to meet requirements, by less than 10%
Fails to meet requirements by more than 10%

EEP Project Code 008. Project Name:Scarborough
Table 5a: Baseline Vegetation- Planting Data Current Plot Data (MY0 2021)
Species 008-01-T1 008-01-T2 008-01-T3 008-01-T4
Scientific Name Common Name Type PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T
Betula nigra river birch Tree 3 3 3 3 3 3 1 1 1
Carpinus caroliniana American hornbeam Tree 1 1 1
Clethra alnifolia coastal sweetpepperbush Shrub 1 1 1
Cyrilla racemiflora swamp titi Shrub
Eubotrys racemosa swamp doghobble Shrub
Fraxinus pennsylvanica green ash Tree 3 3 3 2 2 2 2 2 2 1 1 1
!tea virginica Virginia sweetspire Shrub
Magnolia virginiana sweetbay Tree 1 1 1
Nyssa biflora swamp tupelo Tree 1 1 1 3 3 3
Persea palustris swamp bay tree 1 1 1 1 1 1
Platanus occidentalis American sycamore Tree 3 3 3 3 3 3 1 1 1 1 1 1
Quercus bicolor swamp white oak Tree 2 2 2 2 2 2 2 2 2
Quercus laurifolia laurel oak Tree 1 1 1 2 2 2 3 3 3
Quercus lyrata overcup oak Tree 1 1 1 1 1 1 1 1 1
Quercus michauxii swamp chestnut oak Tree 1 1 1 1 1 1
Quercus nigra water oak Tree 1 1 1 1 1 1 1 1 1
Quercus pagoda cherrybark oak Tree 1 1 1 1 1 1 1 1 1 1 1 1
Quercus phellos willow oak Tree 2 2 2 1 1 1
Taxodium distichum bald cypress Tree 1 1 1 1 1 1 2 2 2
Viburnum nudum possumhaw Shrub 1 1 1
Stem count 19 19 19 19 19 19 12 12 12 14 14 14
size(ares) 1 1 1 1
size(ACRES) 0.02 0.02 0.02 0.02
Species count 12 12 12 11 11 11 9 9 9 10 10 10
Stems per ACRE 768.9 768.9 768.9 768.9 768.9 768.9 485.6 485.6 485.6 566.6 566.6 566.6
Color for Density
Exceeds requirements by 10%
Exceeds requirements, but by less than 10%
Fails to meet requirements, by less than 10%
Fails to meet requirements by more than 10%

EEP Project Code 008. Project Name:Scarborough
Table 5a: Baseline Vegetation- Planting Data (MY0 2021) Annual Means
Species 008-01-T5 MYO(2021)
Scientific Name Common Name Type PnoLS P-all T PnoLS P-all T
Betula nigra river birch Tree 56 56 56
Carpinus caroliniana American hornbeam Tree 1 1 1 26 26 26
Clethra alnifolia coastal sweetpepperbush Shrub 10 10 10
Cyrilla racemiflora swamp titi Shrub 11 11 11
Eubotrys racemosa swamp doghobble Shrub 17 17 17
Fraxinus pennsylvanica green ash Tree 2 2 2 52 52 52
!tea virginica Virginia sweetspire Shrub 8 8 8
Magnolia virginiana sweetbay Tree 36 36 36
Nyssa biflora swamp tupelo Tree 2 2 2 32 32 32
Persea palustris swamp bay tree 28 28 28
Platanus occidentalis American sycamore Tree 3 3 3 96 96 96
Quercus bicolor swamp white oak Tree 24 24 24
Quercus laurifolia laurel oak Tree 1 1 1 42 42 42
Quercus lyrata overcup oak Tree 15 15 15
Quercus michauxii swamp chestnut oak Tree 39 39 39
Quercus nigra water oak Tree 51 51 51
Quercus pagoda cherrybark oak Tree 1 1 1 32 32 32
Quercus phellos willow oak Tree 1 1 1 48 48 48
Taxodium distichum bald cypress Tree 3 3 3 63 63 63
Viburnum nudum possumhaw Shrub 7 7 7
Stem count 14 14 14 693 693 693
size(ares) 1 41
size(ACRES) 0.02 1.01
Species count 8 8 8 20 20 20
Stems per ACRE 566.6 566.6 566.6 684 684 684
Color for Density
Exceeds requirements by 10%
Exceeds requirements, but by less than 10%
Fails to meet requirements, by less than 10%
Fails to meet requirements by more than 10%

Table 5b:Vegetation Plot Mitigation Success Summary Table
Plot# Planted Volunteers/ Total Success Average
/Transect# Stems/Acre Acre Stems/Acre Criteria Stem
Met Height(ft)
Fixed 1 728 0 728 Yes 1.3
Fixed 2 648 0 648 Yes 1.8
Fixed 3 728 0 728 Yes 1.7
Fixed 4 728 0 728 Yes 2.0
Fixed 5 688 0 688 Yes 1.7
Fixed 6 688 0 688 Yes 1.4
Fixed 7 688 0 688 Yes 1.8
Fixed 8 688 0 688 Yes 1.3
Fixed 9 769 0 769 Yes 1.8
Fixed 10 728 0 728 Yes 2.0
Fixed 11 648 0 648 Yes 1.6
Fixed 12 607 0 607 Yes 1.9
Fixed 13 567 0 567 Yes 1.4
Fixed 14 809 0 809 Yes 1.5
Fixed 15 648 0 648 Yes 1.8
Fixed 16 890 0 890 Yes 1.4
Fixed 17 769 0 769 Yes 1.7
Fixed 18 526 0 526 Yes 1.9
Fixed 19 567 0 567 Yes 1.6
Fixed 20 931 0 931 Yes 1.6
Fixed 21 688 0 688 Yes 1.5
Fixed 22 648 0 648 Yes 1.6
Fixed 23 648 0 648 Yes 1.6
Fixed 24 688 0 688 Yes 1.6
Fixed 25 769 0 769 Yes 1.7
Fixed 26 728 0 728 Yes 1.6
Random 27 607 0 607 Yes 1.7
Random 28 607 0 607 Yes 1.7
Random 29 688 0 688 Yes 1.8
Random 30 648 0 648 Yes 1.8
Random 31 809 0 809 Yes 1.6
Random 32 728 0 728 Yes 1.5
Random 33 769 0 769 Yes 1.7
Random 34 567 0 567 Yes 1.7
Random 35 526 0 526 Yes 1.8
Random 36 728 0 728 Yes 1.7
Transect 1 769 0 769 Yes 1.8
Transect 2 769 0 769 Yes 2.1
Transect 3 486 0 486 Yes 2.1
Transect 4 567 0 567 Yes 1.7
Transect 5 567 0 567 Yes 2.0
Project
684 0 684 Yes 1.7
Average

Table 5c: Scarborough Mitigation Project
Red-line Planting List
Mitigation
Species Common Name Stems % Planted
Plan%
Betula nigra River birch 8600 7.81% 7%
Fraxinus pennsylvanica Green Ash 5000 4.54% 4%
Platanus occidentalis American sycamore 9700 8.80% 8%
Quercus nigra Water Oak 6600 5.99% 4%
Liriodcndron tulipifcra Tulip poplar 0 0.00% 8%
Qucrcus alba Whitc oak 8 0.00% 444
Quercus michauxii Swamp chestnut oak 8600 7.81% 4%
Nyssa biflora Swamp black gum 5700 5.17% 4%
Quercus bicolor Swamp white oak 8600 7.81% 4%
Taxodium distichum Bald cypress 9000 8.17% 4%
Quercus phellos Willow Oak 7500 6.81% 7%
Clethra alnifolia Sweet pepperbush 3014 2.74% 6%
Carpinus caroliniana Ironwood 3200 2.90% 6%
Persea palustris Red bay 2983 2.71% 6%
Eubotrys recemosus Swamp doghobble 540 0.49% 6%
Magnolia virginiana Sweet bay magnolia 3200 2.90% 6%
Cyrilla racimiflora Swamp titi 1900 1.72% 6%
Itea virginica Virginia sweetspire 3298 2.99% 6%
Quercus pagoda Cherrybark oak 5600 5.08% 0%
Quercus laurifolia Laurel oak 7500 6.81% 0%
Quercus lyrata Overcup oak 5600 5.08% 0%
Viburnum nudum Possomhaw viburnum 4048 3.67% 0%
Total 110,183 100%
* changes from mitigation plan in red

Appendix D :•Stream Measurement and
GeomorphologyData
Baseline Cross-Sections
Table 6a: Baseline Stream Data Summary
Table 6b: Cross-section Morphology Data
Table 6c: Stream Reach Morphology Data
Flow Gauge Diagrams

Project Name Scarborough Mitigation Site �;;
Cross Section ID XS-1 -
Reach ID UT1-R1 -
Channel Type Headwater -16 ' " `70- 'r"`'"* iptvb
Field Crew K. Obermiller, E. Dunnigan
Dimension Data Summary: MY0 2020 a:
,y fir -...
Bankfull Elevation (ft) 61.6 • "'" -
Low Bank Height Elevation (ft) 61.6 ,,- t a -, 1, ',. ,
Bankfull Max Depth (ft) 0.3 `T' % a ' ' ' ,.- ` - ; 41
'y ':
Low Bank Height(ft) 0.3 ' �:
Bank Height Ratio 1.0 s' , -
Bankfull X-section Area(ft2) 1.2 "",y� �" '.:lit.'� - _ -,, r -
oh, Change Bank Height Ratio N/A •���"•f l'k :,,�,R : "• -.- , -
l'I "i _F Ff� �.�-
.- .,•
''' '.... . ''''
Looking Downstream
XS-1 Headwater, STA 14+11
MY0 - - -Bankfull Elevation —Floodprone Area
65 -
64 -
r
m
63 -
c
0
r
m 62 -
w -
61 -
60 i 1 1 1 1 1 1 1
0 10 20 30 40 50 60 70 80
Width (feet)
Scarborough Mitigation Site Water and Land Solutions
As-Built(MVO)Report
September 2020 Monitoring Year 0 of 7

Project Name Scarborough Mitigation Site
Cross Section ID XS-2 .-. 46 .• Irk"M!' •.
Reach ID UT1B At:. .;=:` .::
Channel Type Headwater • ;. ; ;v ,. 1, 4
Field Crew K. Obermiller, E. Dunnigan i '` 1-_7`. `'" `l' ' "�" `y•-''T,`"` N* ,,_%.
•
Dimension Data Summary: MYO 2020 , P `+
Bankfull Elevation (ft) 60.4 ;t 9. '/ .- �S
Low Bank Height Elevation (ft) 60.4 - ``" ^ `
Bankfull Max Depth (ft) 1.0 yr r J '
Low Bank Height(ft) 1.0 `•`-^" •,r • •
..r
•
Bank Height Ratio 1.0
Bankfull X-section Area (ft2) 6.8 F _�'
%Change Bank Height Ratio N/A -'
Looking Downstream
XS-2 Headwater, STA 12+92
MY0 - - -Bankfull Elevation —Floodprone Area
63
62 -
m
61
c
0
.....---\...j....
m 60 -
w
59 -
58 i 1 1 1 1 1 1 1
0 10 20 30 40 50 60 70 80
Width (feet)
Scarborough Mitigation Site Water and Land Solutions
As-Built(MYO)Report
September 2020 Monitoring Year 0 of 7

Project Name Scarborough Mitigation Site ;� k -
Cross Section ID XS-3 �- r 1
Reach ID UT1 R1 `: ▪_ i '.. �: . •:,
Channel Type Headwater f"� • v''�;'.' °: ;r'L
Field Crew K. Obermiller, E. Dunnigan *.;:�:_s ' ; '; • 'r�' --,` •; • ;' '. ':. }
"r
Dimension Data Summary: MYO 2020 " ;,Y':•
si ..:,- - ...
Bankfull Elevation (ft) 60.0 r ''
Low Bank Height Elevation (ft) 60.0 ,
:M. r
Bankfull Max Depth (ft) 0.3 -'�-'���°�r'�- �` ,�� ::,. .u,,
Low Bank Height(ft) 0.3 `-' +• ter- .
Bank Height Ratio 1.0 , r »� d,J � � " ;s: '�
Bankfull X-section Area (ft2) 1.2 �'• . . ��]]`_ ` 7I'-, •' • ,. ,"
%Change Bank Height Ratio N/A • •=' '
Looking Downstream
XS-3 Headwater, STA 25+36
MYO - - -Bankfull Elevation Floodprone Area
63
62 -
m
61
c
0
m 60 --
w
59 -
0 10 20 30 40 50 60 70 80
Width (feet)
Scarborough Mitigation Site Water and Land Solutions
As-Built(MYO)Report
September 2020 Monitoring Year 0 of 7

++-Project Name Scarborough Mitigation Site
Cross Section ID XS 4 ' `"�'• +_
Y 1 �'
Reach ID UT1-R1 -;r' -4;, ''W N '�',�, ..;x' .r:.
Channel Type Headwater ":, ,i,1 s'. ,Ytt: •�.• 'i
Field Crew K. Obermiller, E. Dunnigan •
r k'
2•:!..,'''V,4•v.r,.Itmo-.-, r-4, "*',.1.-.1-iiii`. jai;• =.'-t.----t.;' •••• 1. %..4:1 '
Dimension Data Summary: MVO 2020 x , ,,, >;
Bankfull Elevation (ft) 59.6 -- a,: ti 2.:::gip'; -
Low Bank Height Elevation (ft) 59.6 % - ...%_•`
Bankfull Max Depth (ft) 0.5 "s I_
#
Low Bank Height(ft) 0.5 d. y',•, ST a: ,7 l'F •1.'
Bank Height Ratio 1.0 `,. '.';` ' i1 f v '
Bankfull X-section Area (ft2) 2.4 � * ° Ak. ..' • . •. ` ' '`.
%Change Bank Height Ratio N/A ,,, r' •j �•f'' ' -A:�
i if, d
:. ..,4, ....V., 'I fi 4::, ', 0.,......7,410 Looking Downstream
XS-4 Headwater, STA 35+21
-MY() - - -Bankfull Elevation -Floodprone Area
63 -
62 -
d
• 61 -
c
o -
m 60 -
w -
59 -
58 i 1 1 1 1 1 1
0 10 20 30 40 50 60 70 80
Width (feet)
Scarborough Mitigation Site Water and Land Solutions
As-Built(MVO)Report
September 2020 Monitoring Year 0 of 7

Project Name Scarborough Mitigation Site . r
Cross Section ID XS-5 �
Reach ID UT3 4 -
Channel Type Headwater , t.:; :� i �.,
Field Crew K. Obermiller, E. Dunnigan " t5 ' ,.` �T � ;
Dimension Data Summary: MYO 2020 .;_- ,it .: •-• :
•Bankfull Elevation (ft) 59.4 --J__I 4 '-•!•, �u
s Low Bank Height Elevation (ft) 59.4 •" 1
Bankfull Max Depth (ft) 0.7 - ,i°? t=. - -` -
.C' '.
Low Bank Height(ft) 0.7 -
Bank Height Ratio 1.0 .'t..,-
Bankfull X-section Area (ft2) 2.6 • __ _ - - -. � •
J w ; f
Change Bank Height Ratio N/A • f:^`' 4': •- ' 242a ..
Al.
Looking Downstream
XS-5 Headwater, STA 11+81
MY0 - - -Bankfull Elevation —Floodprone Area
62
61 -
0
60
c
0
m 59 -
w
58 -
57 i 1 1 1 1 1 1 1
0 10 20 30 40 50 60 70 80
Width (feet)
Scarborough Mitigation Site Water and Land Solutions
As-Built(MYO)Report
September 2020 Monitoring Year 0 of 7

Project Name Scarborough Mitigation Site
Cross Section ID XS-6
Reach ID UT3 '
Channel Type Headwater
Field Crew K. Obermiller, E. Dunnigan 'ti.-..
Dimension Data Summary: MYO 2020 - :; • ---'
Bankfull Elevation (ft) 59.2 •
: :
Low Bank Height Elevation (ft) 59.2
Bankfull Max Depth (ft) 0.7 , .
Low Bank Height(ft) 0.7 . "°r, • - r
s.
Bank Height Ratio 1.0 __ -.91; ;.
Bankfull X-section Area (ft2) 3.4
%Change Bank Height Ratio N/A I ---
Looking Downstream
XS-6 Headwater, STA 22+81
MY0 - - -Bankfull Elevation —Floodprone Area
62
61 -
0
v 60 -
c
0
m 59 -
w
58 -
57 i I I I I I I 1
0 10 20 30 40 50 60 70 80
Width (feet)
Scarborough Mitigation Site Water and Land Solutions
As-Built(MYO)Report
September 2020 Monitoring Year 0 of 7

Project Name Scarborough Mitigation Site - --�
Cross Section ID XS-7
Reach ID UT2 (Lower) , . ti � _'
Channel Type _Headwater .0 , M. .`• - " , Iiii_
Field Crew K. Obermiller, E. Dunnigan ,��"`• �" ` '( %'y,-. 4 ''
Dimension Data Summary: MVO 2020 :s ec:. , _-,,..,�,<. .F ' ' , ..,
Bankfull Elevation (ft) 59.3 ,. ..p.,y,: •; '�''. y..a,
Low Bank Height Elevation (ft) 59.3 ;�.'E %y ;
4�•
Bankfull Max Depth (ft) 0.5 ,,
Low Bank Height(ft) 0.5 �..
.'Y/ ram•4.
Bank Height Ratio 1.0 , - ---
Bankfull X-section Area (ft2) 3.1 .:
%Change Bank Height Ratio N/A
Looking Downstream
XS-7 Headwater, STA 20+04
MY0 - - -Bankfull Elevation —Floodprone Area
62
61 -
co
60 -
59 -
58 -
57 -, I I I I I I 1 1
0 10 20 30 40 50 60 70 80
Width (feet)
Scarborough Mitigation Site Water and Land Solutions
As-Built(MVO)Report
September 2020 Monitoring Year 0 of 7

Project Name Scarborough Mitigation Site •
Cross Section ID XS-8 -.;�. . .
Reach ID UT2 (Lower) ":* •• =
Channel Type Headwater _ "
Field Crew K. Obermiller, E. Dunnigan * , ,'- r`" `�''` .''''''l - • ?I ' , `
y �. ;rmr-&per
Dimension Data Summary: MYO 2020i ,_ -,,.
..: -
Bankfull Elevation (ft) 59.1 •,,, - i'.1°'d �Y ` '
Low Bank Height Elevation (ft) 59.1 • -;a IT ;fit
Bankfull Max Depth (ft) 0.7 �` - --.,.., .`-'
Low Bank Height(ft) 0.7 '" ,
Bank Height Ratio 1.0 '`% - • - r -
Bankfull X-section Area (ft2) 3.5 'R" :- ` _ c -1
%Change Bank Height Ratio N/A .:4
Looking Downstream
XS-8 Headwater, STA 29+63
MY0 - - -Bankfull Elevation —Floodprone Area
62 -
61 -
0
60 - ''''''''''N............... ........./... .........._.,
c
0
m 59 -- -
w
58 -
57
0 10 20 30 40 50 60 70 80
Width (feet)
Scarborough Mitigation Site Water and Land Solutions
As-Built(MYO)Report
September 2020 Monitoring Year 0 of 7

Project Name Scarborough Mitigation Site '�''`` -r&x-.,,a •• - '` ' •.3+'.-,
Cross Section ID XS-9 `' r ;' „ t s�-
L
Reach ID UT1-R2 , "r" '. ;; .---.7.,......�- r ... , ,tir:�.
Channel Type _Single-thread {` ' -y~: _,.• 5' '= - �` "- :
Field Crew K. Obermiller, E. Dunnigan ; ,'.. fi �.::_
Dimension Data Summary: MYO 2020
Bankfull Elevation (ft) 59.5 • ;a �:
-� ��
Low Bank Height Elevation (ft) 59.5 . •
Bankfull Max Depth (ft) 1.1 =::: . Y - =y ":
Low Bank Height(ft) 1.1 r:ti>: :; -..' '
Bank Height Ratio 1.0 ;'.yts.
Bankfull X-section Area (ft2) 8.6 ^-{..,.. +' r • '`�„ '` ` ...x.
%Change Bank Height Ratio N/A ` `, i._
Looking Downstream
XS-9 Riffle, STA 44+87
MYO - - -Bankfull Elevation —Floodprone Area
62
61 -
m
60 -
o
m 59 -
w "."---\....
58 -
57 i 1 1 1 1
0 10 20 30 40 50
Width (feet)
Scarborough Mitigation Site Water and Land Solutions
As-Built(MYO)Report
September 2020 Monitoring Year 0 of 7

Project Name Scarborough Mitigation Site
Cross Section ID XS-10
Reach ID UT1-R2Channel Type Single-thread
v .` xW` r?'..eltle .'
Field Crew K. Obermiller, E. Dunnigan
s �'zl°.'A.rn;
Dimension Data Summary: MVO 2020 .:
Bankfull Elevation (ft) 59.6 '.: •
Low Bank Height Elevation (ft) 59.6 _
Bankfull Max Depth (ft) 1.7 tif 9x •-'•4 7
Low Bank Height(ft) 1.7
Bank Height Ratio 1.0 '•
Bankfull X-section Area (ft2) 12.4%Change Bank Height Ratio N/A '
Y- r
L.
Looking Downstream
XS-10 Pool, STA 45+32
MYO - - -Bankfull Elevation —Floodprone Area
62
61 -
60 -
c
m 59 -
w
58 -
57
0 10 20 30 40 50
Width (feet)
Scarborough Mitigation Site Water and Land Solutions
As-Built(MVO)Report
September 2020 Monitoring Year 0 of 7

Project Name Scarborough Mitigation Site
Cross Section ID XS-11
Reach ID UT1-R2 _—
Channel Type Single-thread _ • -
Field Crew K. Obermiller, E. Dunnigan •
Dimension Data Summary: MYO 2020
Bankfull Elevation (ft) 58.3 } ,,
Low Bank Height Elevation (ft) 58.3 �-` 5�.
Bankfull Max Depth (ft) 1.2 •
q •
flY. V
Low Bank Height(ft) 1.2 y1 �'
Bank Height Ratio 1.0
k‘f
Bankfull X-section Area (ft2) 7.0
•
%Change Bank Height Ratio N/A , ' - �k
Looking Downstream
XS-11 Riffle, STA 44+03
—MYO - - -Bankfull Elevation —Floodprone Area
61
60 -
59 -
c
58
57 -
56
0 10 20 30 40 50
Width (feet)
Scarborough Mitigation Site Water and Land Solutions
As-Built(MYO)Report
September 2020 Monitoring Year 0 of 7

Project Name Scarborough Mitigation Site
Cross Section ID XS-12
Reach ID UT1-R2
Channel Type Single-thread - -
Field Crew K. Obermiller, E. Dunnigan
Dimension Data Summary: MYO 2020 � .a- 4 ^',-'
Bankfull Elevation (ft) 58.4 s• "
Low Bank Height Elevation (ft) 58.4 f"
Bankfull Max Depth (ft) 1.7 ,-.r• --
Low Bank Height(ft) 1.7 ' _ -
Bank Height Ratio 1.0 -
Bankfull X-section Area (ft2) 14.4 •
%Change Bank Height Ratio N/A
Looking Downstream
XS-12 Pool, STA 54+31
MY0 - - -Bankfull Elevation —Floodprone Area
61
60 -
m
59 -
c
0
m 58 - —%. .N.....
w
57 -
56 i
0 10 20 30 40 50
Width (feet)
Scarborough Mitigation Site Water and Land Solutions
As-Built(MYO)Report
September 2020 Monitoring Year 0 of 7

Project Name Scarborough Mitigation Site _
Cross Section ID XS-13 • -
Reach ID UT1-R3 -> >�,;•:. _.._.._.�__.
Channel Type Single-thread •-• :: - __
Field Crew K. Obermiller, E. Dunnigan •
•
`, ' LL
Dimension Data Summary: MYO 2020 - *._
Bankfull Elevation (ft) 57.7 :may,_;`
Low Bank Height Elevation (ft) 57.7 ""�
Bankfull Max Depth (ft) 1.8 •
Low Bank Height(ft) 1.8
Bank Height Ratio 1.0
Bankfull X-section Area (ft2) 15.0
%Change Bank Height Ratio N/A
9 9
Looking Downstream
XS-13 Pool, STA 66+21
MY0 — — —Bankfull Elevation —Floodprone Area
60
59 -
58 -
c -
0
m 57 -
w
56 -
55
0 10 20 30 40 50
Width (feet)
Scarborough Mitigation Site Water and Land Solutions
As-Built(MYO)Report
September 2020 Monitoring Year 0 of 7

•
Project Name Scarborough Mitigation Site
Cross Section ID XS-14
Reach ID UT1-R3 .
Channel Type Single-thread
Field Crew K. Obermiller, E. Dunnigan s:
Dimension Data Summary: MYO 2020 , ..
Bankfull Elevation (ft) 57.6 •
Low Bank Height Elevation (ft) 57.6
Bankfull Max Depth (ft) 1.1 '
Low Bank Height(ft) 1.1 • _
Bank Height Ratio 1.0 •
Bankfull X-section Area (ft2) 8 2 'Y.
%Change Bank Height Ratio N/A -
` L
Looking Downstream
XS-14 Riffle, STA 67+59
MYO - - -Bankfull Elevation —Floodprone Area
60
59 -
58 -
o
m 57 -
w
56 -
55
0 10 20 30 40 50
Width (feet)
Scarborough Mitigation Site Water and Land Solutions
As-Built(MYO)Report
September 2020 Monitoring Year 0 of 7

Table 6a. Baseline Stream Data Summary
Scarborough Mitigation Project
Parameter I Design I Baseline Parameter I Design I Baseline
Reach ID: UT1-R1 (Headwater) Reach ID: UT1-R2
Dimension(Riffle) Min Max Min Max Dimension(Riffle) Min Max Min Max
Bankfull Width (ft) - 4.6 6.3 7.4 Bankfull Width(ft) - 7.6 9.4 11.5
Floodprone Width (ft) 20.0 40.0 18.9 27.8 Floodprone Width(ft) 26.0 45.0 >50 50.0
Bankfull Mean Depth (ft) - 0.3 0.2 0.4 Bankfull Mean Depth(ft) - 0.8 0.7 0.7
Bankfull Max Depth (ft) - 0.3 0.3 0.5 Bankfull Max Depth(ft) - 1.0 1.1 1.2
Bankfull Cross Sectional Area(ft2) - 1.2 1.2 2.4 Bankfull Cross Sectional Area(ft2) - 8.5 7.0 8.6
Width/Depth Ratio - 18.0 18.1 46.8 Width/Depth Ratio - 13.0 12.7 15.5
Entrenchment Ratio 4.3 8.6 3.0 3.8 Entrenchment Ratio 2.5 4.3 4.3 5.3
Bank Height Ratio 1.0 1.1 - 1.0 Bank Height Ratio 1.0 1.1 - 1.0
Profile Profile
Riffle Length (ft) 64.0 308.0 56.0 161.0 Riffle Length(ft) 50.0 64.0 25.0 58.0
Riffle Slope(ft/ft) 0.009 0.001 0.002 0.004 Riffle Slope(ft/ft) 0.0006 0.0007 0.0005 0.0080
Pool Length (ft) 25.0 45.0 20.0 40.0 Pool Length(ft) 13.0 48.0 26.0 52.0
Pool Max Depth (ft) 0.8 1.0 0.5 1.1 Pool Max Depth(ft) 1.9 2.5 0.8 1.5
Pool Spacing(ft) 30.0 40.0 33.0 186.0 Pool Spacing(ft) 40.0 70.0 41.0 109.0
Pattern Pattern
Channel Beltwidth (ft) - - - - Channel Beltwidth(ft) 38.0 85.0 71.0 89.0
Radius of Curvature(ft) - - - - Radius of Curvature(ft) 22.0 32.0 23.0 33.0
Rc:Bankfull Width(ft/ft) - - - - Rc:Bankfull Width (ft/ft) 2.1 3.0 2.0 2.9
Meander Wavelength (ft) - - - - Meander Wavelength(ft) 77.0 150.0 131.0 152.0
Meander Width Ratio - - - - Meander Width Ratio 3.6 8.1 6.2 7.7
TransportParametersTransportParameters
Boundary Shear Stress(lb/ft2) 0.03 0.03 Boundary Shear Stress(lb/ft2) 0.07 0.07
Max part size(mm) mobilized at bankfull <2 <2 Max part size(mm) mobilized at bankfull <2 <2
Stream Power(W/m2) 0.30 0.30 Stream Power(W/m2) 0.30 0.30
Additional Reach Parameters Additional Reach Parameters
Rosgen Classification DA5 DA5 Rosgen Classification E5/C5 E5/C5
Bankfull Velocity(fps) 1.4 1.4 Bankfull Velocity(fps) 1.0 1.0
Bankfull Discharge(cfs) 1.7 1.7 Bankfull Discharge(cfs) 7.6 8.2
Sinuosity 1.05 1.06 Sinuosity 1.28 1.30
Water Surface Slope(Channel)(ft/ft) 0.0007 0.0007 Water Surface Slope(Channel)(ft/ft) 0.0006 0.0009
Bankfull Slope(ft/ft) 0.0008 0.0008 Bankfull Slope(ft/ft) 0.0060 0.0007

Table 6a. Baseline Stream Data Summary
Scarborough Mitigation Project
Parameter I Design I Baseline Parameter I Design I Baseline
Reach ID: UT1-R3 Reach ID: UT1A
Dimension (Riffle) Min Max Min Max Dimension (Riffle) Min Max Min Max
Bankfull Width (ft) - 11.0 - 11.1 Bankfull Width (ft) - 5.4 - 6.7
Floodprone Width (ft) 30.0 55.0 - 50.0 Floodprone Width (ft) 15.0 50.0 - 25.0
Bankfull Mean Depth (ft) - 0.8 - 0.7 Bankfull Mean Depth (ft) - 0.4 - 0.6
Bankfull Max Depth (ft) - 1.0 - 1.1 Bankfull Max Depth (ft) - 0.5 - 0.9
Bankfull Cross Sectional Area(ft2) - 9.3 - 8.2 Bankfull Cross Sectional Area(ft2) - 2.1 - 3.9
Width/Depth Ratio - 13.0 - 14.9 Width/Depth Ratio - 14.0 - 11.2
Entrenchment Ratio 2.7 5.0 - 4.5 Entrenchment Ratio 2.8 9.2 - 3.7
Bank Height Ratio 1.0 1.1 - 1.0 Bank Height Ratio 1.0 1.1 - 1.0
Profile Profile
Riffle Length (ft) 43.0 72.0 25.0 64.0 Riffle Length (ft) 30.0 49.0 29.0 40.0
Riffle Slope(ft/ft) 0.0010 0.0015 0.001 0.005 Riffle Slope(ft/ft) 0.0120 0.0150 0.0054 0.0090
Pool Length (ft) 14.3 47.0 25.0 48.0 Pool Length (ft) 10.0 12.0 19.0 29.0
Pool Max Depth (ft) 1.9 2.5 1.2 2.1 Pool Max Depth (ft) 0.7 1.2 0.8 1.0
Pool Spacing(ft) 45.0 75.0 50.0 104.0 Pool Spacing(ft) 20.0 35.0 39.0 57.0
Pattern Pattern
Channel Beltwidth (ft) 40.0 88.0 64.9 83.0 Channel Beltwidth (ft) 20.0 30.0 19.0 23.0
Radius of Curvature(ft) 22.0 33.0 19.8 30.0 Radius of Curvature(ft) 11.0 16.0 15.0 19.0
Rc:Bankfull Width (ft/ft) 2.0 3.0 1.8 2.7 Rc:Bankfull Width (ft/ft) 2.0 3.0 2.4 2.6
Meander Wavelength (ft) 80.0 154.0 96.0 153.0 Meander Wavelength (ft) 40.0 70.0 59.0 68.0
Meander Width Ratio 3.6 8.0 5.8 7.5 Meander Width Ratio 3.7 5.5 3.9 4.3
Transport Parameters Transport Parameters
Boundary Shear Stress(Ib/ft2) 0.05 0.05 Boundary Shear Stress(Ib/ft2) 0.23 0.23
Max part size (mm) mobilized at bankfull <2 <2 Max part size(mm) mobilized at bankfull <2 <2
Stream Power(W/m2) 0.30 0.30 Stream Power(W/m2) 0.50 0.50
Additional Reach Parameters Additional Reach Parameters
Rosgen Classification E5/C5 E5/C5 Rosgen Classification E5 E5
Bankfull Velocity(fps) 0.9 0.9 Bankfull Velocity(fps) 0.8 0.8
Bankfull Discharge(cfs) 8.4 7.4 Bankfull Discharge(cfs) 1.70 1.70
Sinuosity 1.25 1.26 Sinuosity 1.11 1.06
Water Surface Slope(Channel)(ft/ft) 0.0009 0.0006 Water Surface Slope(Channel)(ft/ft) 0.0100 0.0045
Bankfull Slope(ft/ft) 0.0010 0.0007 Bankfull Slope(ft/ft) 0.0110 0.0042

Table 6a. Baseline Stream Data Summary
Scarborough Mitigation Project
Parameter I Design I Baseline Parameter I Design I Baseline
Reach ID: UT1 B (Headwater) Reach ID: UT2 Lower(Headwater)
Dimension (Riffle) Min Max Min Max Dimension (Riffle) Min Max Min Max
Bankfull Width (ft) - 5.0 - 10.0 Bankfull Width (ft) - 7.9 7.6 10.5
Floodprone Width (ft) 20.0 50.0 - 80.0 Floodprone Width (ft) 20.0 50.0 29.8 37.2
Bankfull Mean Depth (ft) - 0.3 - 0.7 Bankfull Mean Depth (ft) - 0.4 0.3 0.5
Bankfull Max Depth (ft) - 0.3 - 1.0 Bankfull Max Depth (ft) - 0.5 0.5 0.7
Bankfull Cross Sectional Area(ft2) - 1.4 - 6.8 Bankfull Cross Sectional Area(ft2) - 3.5 3.1 3.5
Width/Depth Ratio - 18.0 - 14.9 Width/Depth Ratio - 18.0 16.5 35.7
Entrenchment Ratio 4.3 10.0 - 8.0 Entrenchment Ratio 2.5 6.3 2.8 4.9
Bank Height Ratio 1.0 1.1 - 1.0 Bank Height Ratio 1.0 1.1 1.0 1.0
Profile Profile
Riffle Length (ft) 143.0 682.0 26.0 50.0 Riffle Length (ft) 45.0 365.0 16.0 165.0
Riffle Slope(ft/ft) 0.0010 0.0013 0.0006 0.0020 Riffle Slope(ft/ft) 0.0006 0.0009 0.0008 0.0018
Pool Length (ft) - 25.0 19.0 60.0 Pool Length (ft) - 25.0 16.0 73.0
Pool Max Depth (ft) 0.7 1.2 0.9 1.9 Pool Max Depth (ft) 0.7 1.2 0.7 2.2
Pool Spacing(ft) 20.0 35.0 47.0 164.0 Pool Spacing(ft) 30.0 50.0 61.0 171.0
Pattern Pattern
Channel Beltwidth (ft) - - - - Channel Beltwidth (ft) - - - -
Radius of Curvature(ft) - - - - Radius of Curvature(ft) - - - -
Rc:Bankfull Width (ft/ft) - - - - Rc:Bankfull Width (ft/ft) - - - -
Meander Wavelength (ft) - - - - Meander Wavelength (ft) - - - -
Meander Width Ratio - - - - Meander Width Ratio - - - -
Transport Parameters Transport Parameters
Boundary Shear Stress(Ib/ft2) 0.06 0.06 Boundary Shear Stress(Ib/ft2) 0.07 0.07
Max part size(mm) mobilized at bankfull <2 <2 Max part size(mm) mobilized at bankfull <2 <2
Stream Power(W/m2) 0.20 0.20 Stream Power(W/m2) 0.20 0.20
Additional Reach Parameters Additional Reach Parameters
Rosgen Classification DA5 DA5 Rosgen Classification DA5 DA5
Bankfull Velocity(fps) 1.0 1.0 Bankfull Velocity(fps) 1.0 1.0
Bankfull Discharge(cfs) 1.4 6.8 Bankfull Discharge(cfs) 3.30 3.50
Sinuosity 1.10 1.05 Sinuosity 1.11 1.08
Water Surface Slope(Channel)(ft/ft) 0.0008 0.0005 Water Surface Slope(Channel)(ft/ft) 0.0005 0.0005
Bankfull Slope(ft/ft) 0.0008 0.0005 Bankfull Slope(ft/ft) 0.0005 0.0004

Table 6a. Baseline Stream Data Summary
Scarborough Mitigation Project
Parameter I Design I Baseline
Reach ID: UT3 (Headwater)
Dimension (Riffle) Min Max Min Max
Bankfull Width (ft) - 6.1 7.7 8.0
Floodprone Width (ft) 20.0 50.0 44.3 60.7
Bankfull Mean Depth (ft) - 0.3 0.4 0.5
Bankfull Max Depth (ft) - 0.4 0.7 0.7
Bankfull Cross Sectional Area (ft2) - 2.1 3.4 3.5
Width/Depth Ratio - 18.0 17.6 24.6
Entrenchment Ratio 3.3 8.1 5.7 7.6
Bank Height Ratio 1.0 1.1 1.0 1.0
Profile
Riffle Length (ft) 250.0 314.0 60.0 240.0
Riffle Slope (ft/ft) 0.0007 0.0010 0.0005 0.0010
Pool Length (ft) - 25.0 24.0 54.0
Pool Max Depth (ft) 0.6 1.1 0.5 1.3
Pool Spacing (ft) 25.0 45.0 59.0 128.0
Pattern
Channel Beltwidth (ft) - - - -
Radius of Curvature (ft) - - - -
Rc:Bankfull Width (ft/ft) - - - -
Meander Wavelength (ft) - - - -
Meander Width Ratio - - - -
Transport arameters
Boundary Shear Stress (Ib/ft2) 0.04 0.04
Max part size (mm) mobilized at bankfull <2 <2
Stream Power(W/m2) 0.20 0.20
Additional Reach Parameters
Rosgen Classification DA5 DA5
Bankfull Velocity(fps) 0.8 0.8
Bankfull Discharge (cfs) 1.9 2.9
Sinuosity 1.10 1.09
Water Surface Slope (Channel) (ft/ft) 0.0007 0.0005
Bankfull Slope (ft/ft) 0.0007 0.0004

Table 6b. Monitoring Data-Dimensional Morphology Summary(Dimensional Parameters-Cross Sections)
Scarborough Mitigation Site
Cross Section 1(Headwater) Cross Section 2(Headwater) Cross Section 3(Headwater) Cross Section 4(Headwater)
Parameters Base MY1 MY2 MY3 MY4 MY5 MY+ Base MY1 MY2 MY3 MY4 MY5 MY+ Base MY1 MY2 MY3 MY4 MY5 MY+ Base MY1 MY2 MY3 MY4 MY5 MY+
Bankfull Width(ft) 6.3 10.0 7.4 6.6
Floodprone Width(ft) 18.9 80.0 27.8 21.8
Bankfull Mean Depth(ft) 0.2 0.7 0.2 0.4
Bankfull Max Depth(ft) 0.3 1.0 0.3 0.5
Bankfull Cross Sectional Area(ft2) 1.2 6.8 1.2 2.4
Bankfull Width/Depth Ratio 32.8 14.9 46.8 18.1
Bankfull Entrenchment Ratio 3.0 8.0 3.8 3.3
Bankfull Bank Height Ratio 1.0 1.0 1.0 1.0
d50(mm) <2 <2 <2 <2
Cross Section 5(Headwater) Cross Section 6(Headwater) Cross Section 7(Headwater) Cross Section 8(Headwater)
Parameters Base MY1 MY2 MY3 MY4 MY5 MY+ Base MY1 MY2 MY3 MY4 MY5 MY+ Base MY1 MY2 MY3 MY4 MY5 MY+ Base MY1 MY2 MY3 MY4 MY5 MY+
Bankfull Width(ft) 8.0 7.7 10.5 7.6
Floodprone Width(ft) 60.7 44.3 29.8 37.2
Bankfull Mean Depth(ft) 0.3 0.4 0.3 0.5
Bankfull Max Depth(ft) 0.7 0.7 0.5 0.7
Bankfull Cross Sectional Area(ft2) 2.6 3.4 3.1 3.5
Bankfull Width/Depth Ratio 24.6 17.6 35.7 16.5
Bankfull Entrenchment Ratio 7.6 5.7 2.8 4.9
Bankfull Bank Height Ratio 1.0 1.0 1.0 1.0
d50(mm) <2 <2 <2 <2
Cross Section 9(Riffle) Cross Section 10(Pool) Cross Section 11(Riffle) Cross Section 12(Pool)
Parameters Base MY1 MY2 MY3 MY4 MY5 MY+ Base MY1 MY2 MY3 MY4 MY5 MY+ Base MY1 MY2 MY3 MY4 MY5 MY+ Base MY1 MY2 MY3 MY4 MY5 MY+
Bankfull Width(ft) 11.5 14.4 9.4 13.3
Floodprone Width(ft) 50.0 50.0 50.0 50.0
Bankfull Mean Depth(ft) 0.7 0.9 0.7 1.1
Bankfull Max Depth(ft) 1.1 1.7 1.2 1.7
Bankfull Cross Sectional Area(ft2) 8.6 12.4 7.0 14.4
Bankfull Width/Depth Ratio 15.5 16.7 12.7 12.4
Bankfull Entrenchment Ratio 4.3 3.5 5.3 3.8
Bankfull Bank Height Ratio 1.0 1.0 1.0 1.0
d50(mm) <2 <2 <2 <2
Cross Section 13(Pool) Cross Section 14(Riffle)
Parameters Base MY1 MY2 MY3 MY4 MY5 MY+ Base MY1 MY2 MY3 MY4 MY5 MY+
Bankfull Width(ft) 16.5 11.1
Floodprone Width(ft) 50.0 50.0
Bankfull Mean Depth(ft) 0.9 0.7
Bankfull Max Depth(ft) 1.8 1.1
Bankfull Cross Sectional Area(ft2) 15.0 8.2
Bankfull Width/Depth Ratio 18.1 14.9
Bankfull Entrenchment Ratio 3.0 4.5
Bankfull Bank Height Ratio 1.0 1.0
d50(mm) <2 <2

Table 6c. Monitoring Data - Stream Reach Summary
Scarborough Mitigation Project
Parameter Baseline I MY1 MY2 MY3 MY4 MY5
Reach ID: UT1-R1 (Headwater)
Min I Max I Min I Max Min Max Min Max Min Max Min Max
Profile
Riffle Length(ft) 56.0 161.0
Riffle Slope(ft/ft) 0.002 0.004
Pool Length(ft) 20.0 40.0
Pool Max depth(ft) 0.5 1.1 Pattern and Profile data will not typically be
Pool Spacing (ft) 33.0 186.0 collected unless visual data,dimensional
data or profile data indicate significant
Pattern deviations from baseline conditions
Channel Beltwidth(ft) - -
Radius of Curvature(ft) - -
Rc:Bankfull width(ft/ft) - -
Meander Wavelength(ft) - -
Meander Width Ratio - -
Additional Reach Parameters
Rosgen Classification DA5
Sinuosity(ft) 1.06
Water Surface Slope(Channel)(ft/ft) 0.0007
BF slope(ft/ft) 0.0008
3Ri%I Ru%/P%/G%/S%
3SC%I Sa%I G%I C%I B%I Be%
3d16/d35/d50/d84/d95/
2%of Reach with Eroding Banks
Channel Stability or Habitat Metric
Biological or Other
Table 6c. Monitoring Data - Stream Reach Summary
Scarborough Mitigation Project
Parameter Baseline I MY1 MY2 MY3 MY4 MY5
Reach ID: UT1A(Headwater)
Min I Max I Min I Max Min Max Min Max Min Max Min Max
Profile
Riffle Length(ft) 29.0 40.0
Riffle Slope(ft/ft) 0.0054 0.0090
Pool Length(ft) 19.0 29.0
Pool Max depth(ft) 0.8 1.0 Pattern and Profile data will not
Pool Spacing (ft) 39.0 57.0 typically be collected unless visual
Pattern data,dimensional data or profile data
indicate significant deviations from
Channel Beltwidth(ft) - -
Radius of Curvature(ft) - -
Rc:Bankfull width(ft/ft) - -
Meander Wavelength(ft) - -
Meander Width Ratio - -
Additional Reach Parameters
Rosgen Classification DA5
Sinuosity(ft) 1.06
Water Surface Slope(Channel)(ft/ft) 0.0045
BF slope(ft/ft) 0.0042
3Ri%IRu%/P%/G%/S%
3SC%/Sa%I G%I C%I B%I Be%
3d16/d35/d50/d84/d95/
2%of Reach with Eroding Banks
Channel Stability or Habitat Metric
Biological or Other

Table 6c. Monitoring Data - Stream Reach Summary
Scarborough Mitigation Project
Parameter Baseline I MY1 MY2 MY3 MY4 MY5
Reach ID: UT1-R2
Min I Max I Min I Max Min Max Min Max Min Max Min Max
Profile
Riffle Length(ft) 25.0 58.0
Riffle Slope(ft/ft) 0.0005 0.0080
Pool Length(ft) 26.0 52.0
Pool Max depth(ft) 0.8 1.5 Pattern and Profile data will not
typically be collected unless
Pool Spacing (ft) 41.0 109.0 visual data,dimensional data or
Pattern profile data indicate significant
Channel Beltwidth(ft) 71.0 89.0
Radius of Curvature(ft) 23.0 33.0
Rc:Bankfull width(ft/ft) 2.0 2.9
Meander Wavelength(ft) 131.0 152.0
Meander Width Ratio 6.2 7.7
Additional Reach Parameters
Rosgen Classification E5/C5
Sinuosity(ft) 1.30
Water Surface Slope(Channel)(ft/ft) 0.0009
BF slope(ft/ft) 0.0007
3Ri%I Ru%/P%/G%/S%
3SC%I Sa%I G%I C%I B%I Be%
3d16/d35/d50/d84/d95/
2%of Reach with Eroding Banks
Channel Stability or Habitat Metric
Biological or Other
Table 6c. Monitoring Data - Stream Reach Summary
Scarborough Mitigation Project
Parameter Baseline I MY1 MY2 MY3 MY4 MY5
Reach ID: UT1B(Headwater)
IMin I Max I Min I Max Min Max Min Max Min Max Min Max
Profile
Riffle Length(ft) 26 50
Riffle Slope(ft/ft) 0.0006 0.0020
Pool Length(ft) 19.0 60.0
Pool Max depth(ft) 0.9 1.9 Pattern and Profile data will not
Pool Spacing (ft) 47.0 164.0 typically be collected unless
visual data,dimensional data or
Pattern profile data indicate significant
Channel Beltwidth(ft) - -
Radius of Curvature(ft) - -
Rc:Bankfull width(ft/ft) - -
Meander Wavelength(ft) - -
Meander Width Ratio - -
Additional Reach Parameters
Rosgen Classification DA5
Sinuosity(ft) 1.05
Water Surface Slope(Channel)(ft/ft) 0.0005
BF slope(ft/ft) 0.0005
3Ri%IRu%/P%/G%/S%
3SC%/Sa%I G%I C%I B%I Be%
3d16/d35/d50/d84/d95/
2%of Reach with Eroding Banks
Channel Stability or Habitat Metric
Biological or Other

Table 6c. Monitoring Data - Stream Reach Summary
Scarborough Miti ation Project
Parameter Baseline I MY1 MY2 MY3 MY4 MY5
Reach ID: UT1-R3
Min I Max I Min I Max Min Max Min Max Min Max Min Max
Profile
Riffle Length(ft) 25.0 64.0
Riffle Slope(ft/ft) 0.0013 0.005
Pool Length(ft) 25.0 48.0
Pool Max depth(ft) 1.2 2.1 Pattern and Profile data will not
Pool Spacing(ft) 50.0 104.0 typically be collected unless
visual data,dimensional data or
Pattern- • profile data indicate significant
Channel Beltwidth(ft) 64.9 83.0
Radius of Curvature(ft) 19.8 30.0
Rc:Bankfull width(ft/ft) 1.8 2.7
Meander Wavelength(ft) 96.0 153.0
Meander Width Ratio 5.8 7.5
Additional Reach Parameters
Rosgen Classification E5/C5
Sinuosity(ft) 1.26
Water Surface Slope(Channel)(ft/ft) 0.0006
BF slope(ft/ft) 0.0007
3Ri%IRu%IP%IG%IS%
3SC%I Sa%I G%I C%I B%I Be%
3d16Id35Id50Id84Id951
2%of Reach with Eroding Banks
Channel Stability or Habitat Metric
Biological or Other
Table 6c. Monitoring Data -Stream Reach Summary
Scarborough Miti ation Pro'ect
Parameter Baseline I MY1 MY2 MY3 MY4 MY5
Reach ID: UT2(Headwater)
Min I Max I Min I Max Min Max Min Max Min Max Min Max
Profile
Riffle Length(ft) 16.0 165.0
Riffle Slope(ft/ft) 0.0008 0.0018
Pool Length(ft) 16.0 73.0 �
Pool Max depth(ft) 0.7 2.2 Pattern and Profile data will not
Pool Spacing(ft) 61.0 171.0 typically be collected unless
Pattern visual data,dimensional data or
profile data indicate significant
Channel Beltwidth(ft) - -
Radius of Curvature(ft) - -
Rc:Bankfull width(ft/ft) - -
Meander Wavelength(ft) - -
Meander Width Ratio - -
Additional Reach Parameters
Rosgen Classification DA5
Sinuosity(ft) 1.08
Water Surface Slope(Channel)(ft/ft) 0.0005
BF slope(ft/ft) 0.0004
3Ri%IRu%IP%IG%IS%
3SC%I Sa%I G%I C%I B%I Be%
3d16Id35Id50Id84Id951
2%of Reach with Eroding Banks
Channel Stability or Habitat Metric
Biological or Other

Table 6c. Monitoring Data - Stream Reach Summary
Scarborough Miti ation Pro'ect
Parameter Baseline I MY1 MY2 MY3 MY4 MY5
Reach ID: UT3 (Headwater)
I Min I Max I Min I Max Min Max Min Max Min Max Min Max
Profile
Riffle Length (ft) 60.0 240.0
Riffle Slope(ft/ft) 0.0005 0.0010
Pool Length (ft) 24.0 54.0
Pool Max depth (ft) 0.5 1.3 Pattern and Profile data will not
Pool Spacing (ft) 59.0 128.0 typically be collected unless
visual data, dimensional data or
Pattern profile data indicate significant _
Channel Beltwidth (ft) -
Radius of Curvature(ft) - -
Rc:Bankfull width (ft/ft) - -
Meander Wavelength (ft) - -
Meander Width Ratio - -
Additional Reach Parameters
Rosgen Classification DA5
Sinuosity(ft) 1.09
Water Surface Slope (Channel)(ft/ft) 0.0005
BF slope(ft/ft) 0.0004
3Ri%/Ru%/P%/G%/S%
3SC%/Sa%/G%/C%/B%/Be%
3d16/d35/d50/d84/d95 I
2%of Reach with Eroding Banks
Channel Stability or Habitat Metric
Biological or Other

TOP OF FLOW GAUGE
ELEV. =3.78
c
co
Ti.
a
w
a
— — _ _ _ FLOW O ELEVATION OF DOWN
co
i/V//m/.../ w
z
STREAM RIFFLE=8.23
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\/ \ \/ \/%\�\/�\ \/ \/ / _
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FLOW GAUGE #1 - UT1-R1 (upper)
Flow Depth = (Sensor Depth +Top) - Elevation of Riffle
Flow Depth = (5.84 + 3.78) - 8.23
Flow Depth = 1.39 feet

TOP OF FLOW GAUGE
ELEV. =1.02
0
o
Ti
2
H
d
w
a
— — _ _ _ FLOWy O ELEVATION OF DOWN
co
//V//�/._/ w
STREAM RIFFLE=6.11
/ \�/%/A%/AA/ / ——BASEFLOW
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/ ' \/\\ \ \/\/%///%///\/ / \./ /\/%%//%//\/ /\/ //\\ /
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FLOW GAUGE #2 - UT1 B
Flow Depth = (Sensor Depth +Top) - Elevation of Riffle
Flow Depth = (5.90 + 1.02) - 6.11
Flow Depth = 0.81 feet

TOP OF FLOW GAUGE
ELEV. =1.54
0
o
Ti
2
H
d
w
a
— — _ _ _ FLOWy O ELEVATION OF DOWN
co
//V//�/._/ w
STREAM RIFFLE=6.60
/ \�/%/A%/AA/ / ——BASEFLOW
\/�\ \\/ \/%\\/�\\\\i\\/ / _
i//vv/// /v/ /v///vv / /v/ /v// /////v.7, / /
\VA�,//Aj�/AAj/AAA\ AAA�//AAj /Aj/AAA\ AAA/// / /v j/\//AA�\/AAA\/Aj \/AA/
/ ' \/\\ \ \/\//%///%///\/ / \./ /\/%%//%//\/ /\/ //\\ /
\A,V%AAA//% VA\/ \\/%V% VS/% \\/%\\/ /% ��A/A
/ v//V//�/�A��A/AA/��//�/��/%�/V�/v
FLOW GAUGE #3 - UT2
Flow Depth = (Sensor Depth +Top) - Elevation of Riffle
Flow Depth = (5.90 + 1.54) - 6.60
Flow Depth = 0.84 feet

TOP OF FLOW GAUGE
ELEV. =2.12
N
-1-
Ti.
2
I—
d
w
a
— — _ _ _ FLOWy O ELEVATION OF DOWN
co STREAM RIFFLE=7.03
//V//�/._/ w
/ \�/%/A%/AA/ / ——BASEFLOW
\/�\ \\/ \/%\\/�\\\\i\\/ / _
i//vv/// /v/ /v///vv / /v/ /v// /////v.7, / /
\VA�,//Aj�/AAj/AAA\ AAA�//AAj /Aj/AAA\ AAA/// / /v j \//AA�\/AAA\/Aj \/AA/
\/\\ \ \/\//%/////\/. ///\ /\///\./ \/ / //\\ /
\A�V%AAA//% VA\/ \\/%V% VS/% \\/%\\/%/% \\A/A
/ v//V//�/�A��A/AA/��//�/��/%�/V�/v
FLOW GAUGE #4 - UT3
Flow Depth = (Sensor Depth +Top) - Elevation of Riffle
Flow Depth = (5.42 + 2.12) - 7.03
Flow Depth = 0.51 feet

Appendix E : As- Built
Survey/Record Drawings

DocuSign Envelope ID:6E06289F-62F4-4B54-AA68-E8F16B7EF3F5
r-
SCARBOROUGH MITIGATION PROJECT WATER & LAND
SOLUTIONS
WAYNE COUNTY, NC 7721 Six ForksRd.,Suite 130
NEUSE RIVER BASIN (CU 03020202) Raleigh,NC 27615
[phone]
VICINITY MAP USACE ACTION ID # SAW-2017-02527 SHEET INDEX Lwaterlandsolutions.com�
N.T.S. TYPE OF WORK : STREAM, WETLAND, NUTRIENT AND BUFFER MITIGATION PROJECT ENGINEER
PROJECT SUMMARY 1 COVER SHEET ,�1111111/►.i
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PROJECT As-Built Stream Proposed Stream � OCR . •'A,Imo,
Project Reach Proposed Stream As-Built Stream Mitigation Mitigation Credits Mitigation Credits 2 LEGEND �� . SlO "9 �.�
LOCATION Designation Type of Mitigation Length(LF) Length(LF) Ratio(X:1) (SMCs) (SMCs) .1", .4,'
4 (35.3211000°,-77.98972222°) UT1-R1 Stream Restoration(HW/PI) 2,808 2,808 1 2,808 2,808 : : / '�/2O2 -�•
UT1-R2 Stream Restoration(PI/PII) 1,861 1,822 1 1,822 1,861 {t1 yL��L»>fff
UT1-R3 Stream Restoration PII 1,485 1,489 1 1,485 1,485 - •• •
GPHROP° ARRiN�ro� UT1A Stream Restoration(PI) 241 240 1 241 241 3-19 PLAN AND PROFILE 369�
PE QRi UT1B Stream Restoration(HW/PI) 1,166 1,166 1 1,166 1,166
OV'F UT2(upper) Stream Enhancement(HW/PI) 586 586 4 147 147 j ' je,yp, •pjV
gs, ROg, UT2(lower) Stream Restoration(HW/PI) 1,712 1,712 1 1,712 1,712 20-23 MONITORING PLAN ��y� /,tI/�/� cc-:_-.
,- UT3 Stream Restoration(HW/PI) 1,483 1,483 1 1,483 1,483 1 <•�'..'�.+I.. .•Q Total 11,342 11,306 10,863 10,903 j( 7 . • '`�♦♦♦
QCl Note 1:No mitigation credits were calculated outside the conservation easement boundaries. �Op/E R••P. �,♦
- Note 2:Headwater(HIM stream mitigation credits were calculated using valley length. ��I ',��
Note 3:Credits on UT1-R2 were reduced due to amended conservation easement boundary. �1/11111
(( ENGINEERING SERVICES BY
As-Built Wetland Proposed Wetland WLS ENGINEERING,PLLC
�O Project Wetland Proposetl Wetlantl Mitigation Ratio Mitigation Credits Mitigation Credits 6 DULA SPRINGS RD.,WEAVERVILLE,NC 28787
-0 OPO R Area Type of Mitigation Acreage(AC) (X:1) (WMCs) (WMCs) FIRM LICENSE NO.P-1480
�JRG�' W1 Wetland Preservation 2.15 10 0.21 0.21 REVISIONS
W5 Wetland Preservation 1.18 10 0.12 0.12
J �' SW1 Wetland Re-establishment 107.40 1 106.70 107.40 A DRAFT MIT PLAN 6-14-19
E��P SW2 Wetland Enhancement 7.92 3 2.64 2.64 B FINAL MIT PLAN 11-22-19
Total 118.85 109.67 110.37
Note 1:No mitigation credits were calculated outside the conservation easement boundaries. C ISSUED FOR CONSTRUCTION 5-6-20
Note 2:No wetland mitigation credits were calculated within the 100-foot wide HW stream corridor.
Note a S W1 credits were decreased due to berm on eastern project boundary. D AS-BUILT 2-23-21
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"I,MARSHALL G.WIGHT,CERTIFY THAT THIS PROJECT WAS COMPLETED ■ i I �TDNBR/D -_ 1_ _I 1 I _ / ♦♦ ■ PROJECT NAME
UNDER MY DIRECT AND RESPONSIBLE CHARGE FROM \ - \I • - EROAD -- - _- __ -
AN ACTUAL SURVEY MADE UNDER MY SUPERVISION;THAT THIS GROUND \■- 0 `� __ ____ - -- ■
SURVEY WAS PERFORMED AT THE 95 PERCENT CONFIDENCE LEVEL TO ■ ■ \ 6 / ■
MEET FEDERAL GEOGRAPHIC DATA COMMITTEE STANDARDS;THAT THIS / I BEGIN CONSTRUCTION U " , SCARBOROUGH
SURVEY WAS PERFORMED TO MEET THE REQUIREMENTS FORA STATION 10+00.00 `\\ / / ■
TOPOGRAPHIC/PLANIMETRIC SURVEY TO THE ACCURACY OF CLASS A AND ■ \ ■ \\ // / ■ MITIGATION
VERTICAL ACCURACY WHEN APPLICABLE TO CLASS C STANDARD,AND ■ - - - - - \ // .( ■
THAT THE ORIGINAL DATA WAS OBTAINED ON OCTOBER 14 2021-OCTOBER 29, ■ \\ ` '3 // END CONSTRUCTION UT1-R3
2021;THAT THE SURVEY WAS COMPLETED ON DECEMBER 29,2021;THAT ■ "' \ / ��/% ■ STATION 72+44.68 PROJECT
CONTOURS SHOWN AS[BROKEN LINES]MAY NOT MEET THE STATED ■ I \\\ / ♦ / ■
STANDARD;AND ALL COORDINATES ARE BASED ON NAD 83(2011)AND ■ M //` i // BEGIN CONSTRUCTION UT1-R3
ALL ELEVATIONS ARE BASED ON NAVD 88" ■ ' I BEGIN m\ \� / \/ ■ STATION 57+60.05
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2/23/2021 / ,e \ STATIC, ®+0000 - / // ■
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L-5034,ON °\ 1 • A ■ STATION 56+84.53 PROJECT NO.: 17-003
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NO. DESCRIPTION DATE
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