20181154 Ver 1_BannerBranch_100080_MY3_2023_20240104

MY3 FINAL MONITORING REPORT
Banner Branch Mitigation Project
Stokes County
Roanoke River Basin
CU 03010103
DIMS Project # 100080
DIMS Contract # 7610 and 7701
DIMS RFP # 16-007405
USACE Action ID Number SAW-2018-01760
DWR Project # 18-1154
Calendar Year of Data Collection: 2023
Prepared for:
North Carolina Department of Environmental Quality
Division of Mitigation Services
1652 Mail Service Center
Raleigh, NC 27699-1652
f clu
Environmental
Quality

WATER & LAND SOLUTION
7721 SIX FORKS ROAD, SUITE 13Q RALEIGH, NC 27615
{419y 614. 5111 I wolerlpndsolulions.com
December 18, 2023
NC Department of Environmental Quality
Division of Mitigation Services
Attn: Jeremiah Dow, Eastern Regional Supervisor
217 W. Jones Street, Suite 3000
Raleigh, NC 27603
RE: WLS Responses to NCDEQ DMS Review Comments for Task 9 Submittal, Draft Monitoring
Year 3 Report for the Banner Branch Mitigation Project, DMS Full -Delivery Project ID #100080,
Contract #s 7610 & 7701, Roanoke River Basin, Cataloging Unit 03010103, Stokes County, NC
Dear Mr. Dow:
Water & Land Solutions, LLC (WLS) is pleased to present the Final Monitoring Year 3 Report for the
Banner Branch Mitigation Project to the North Carolina Department of Environmental Quality (NCDEQ)
Division of Mitigation Services (DMS). Per the DMS review comments, WLS has updated the Final
Monitoring Year 3 Report and associated deliverables accordingly. We are providing the electronic
deliverables via cloud link. The electronic deliverables are organized under the following folder structure
as required under the digital submission requirements:
Report PDF
Support Files
1_ Tables
2_CCPV
3_Veg
4_Geomorph
5-Hydro
6-Photos
We are providing our written responses to DMS' review comments on the Monitoring Year 3 Report
below. Each of the DMS review comments is copied below in bold text, followed by the appropriate
response from WLS in regular text:
Report
1. Please note that the 0.107 WMUs associated with Wetland W8A are considered at -risk
due to failure to meet the proposed hydroperiod. Please indicate this on Table 1. WLS
Response: WLS notes that 0.107 credits of W8a are at -risk due to failure to meet the proposed
hydroperiod for MY1 through MY3. Table 1 has been updated accordingly.
2. Table 2 incorrectly states in the Measurement column that there were 3 random veg
plots. Please change to 2. WLS Response: Table 2 has been updated to reflect the correct
number of 2 random veg plots.

3. On Figure 1c, recommend adding the SPA-6 label on the part of the map that overlaps
with Figure 1b. WLS Response: Figure 1c has been updated with the labelling of SPA-6.
4. Veg Plot 18 did not meet success criteria due to herbaceous competition and excessively
wet conditions. Does WLS believe that supplemental planting may be necessary, or are
volunteer species (as listed in the report) establishing at a density to meet success by
year 7? WLS Response: At this time, WLS does not recommend supplemental planting. WLS
expects volunteer species will establish in this area during future monitoring years. WLS will
add an additional random transect adjacent to plot 18 in MY5 if the plot continues to not meet
success criteria. Veg plot 17, located on the left floodplain of the reach within W3, is meeting
success criteria with 769 stems per acre.
5. 5. Appendix C
a. Recommend removing BHR calculations from pool cross sections. WLS Response:
WLS has removed all BHR calculations from pool cross -sections in the Cross -Section
Morphology Data Table.
b. Is the LTOB cross sectional area correct on XS13? It appears that there should
have been a loss in cross sectional area since MYO based on the plotted graph.
Please clarify. WLS Response: WLS checked the input data and reexported using the
DMS Cross -Section Analysis tool. The data is consistent as presented in the report and
WLS is confident the data is correct.
6. Please add a table to Appendix D that summarizes flow data for all monitoring years.
WLS Response: WLS has added a flow data summary table to appendix D and the e-data "App D
Tables" excel sheet.
7. A black corrugated pipe was observed on the left bank of UT4-112 between stations 59+00
and 60+00. DMS recommends further investigation in MY4 to determine if there is any
active drainage through the pipe. WLS Response: Upon further investigation and review of as -
built (MYO) drone videos, the black pipe located on UT4-R2 is likely a piece of trash that has
moved down the channel and is now lodged in the bank with sediment. WLS will remove this
pipe during MY4.
Digital Files
1. Please submit digital files with the location of the invasive species indicated in the visual
vegetation table and the 2023 treatment areas. WLS Response: WLS has added the invasive
species shapefile in the digital submission.
Please contact me if you have any questions or comments.
Sincerely,
i
Water & Land Solutions, LLC
Kyle Obermiller
Water & Land Solutions, LLC
7721 Six Forks Road, Suite 130
Raleigh, NC 27615
Office Phone: [phone]
Email: [e-mail]

of Conte :s
1 Project Summary................................................................................................................................... 1
1.1 Project Location and Description..................................................................................................1
1.2 Project Quantities and Credits......................................................................................................1
1.3 Current Condition Plan View.........................................................................................................
3
2 Goals, Performance Criteria, and Functional Improvements...............................................................4
2.1 Project Goals and Objectives........................................................................................................4
2.2 Project Success Criteria.................................................................................................................6
2.2.1 Streams................................................................................................................................. 6
2.2.2 Wetlands...............................................................................................................................7
2.2.3 Vegetation.............................................................................................................................7
2.2.4 Visual Assessment.................................................................................................................8
3 Project Attributes..................................................................................................................................
8
3.1 Design Approach...........................................................................................................................
8
3.2 Project Attributes..........................................................................................................................
8
4 Monitoring Year 3 Assessment and Results........................................................................................
10
4.1 Morphological Assessment.........................................................................................................
10
4.1.1 Stream Horizontal Pattern & Longitudinal Profile..............................................................
10
4.1.2 Stream Horizontal Dimension.............................................................................................11
4.2 Stream Hydrology.......................................................................................................................
11
4.2.1 Stream Flow........................................................................................................................
11
4.2.2 Bankfull Events....................................................................................................................12
4.3 Wetlands.....................................................................................................................................12
4.4 Vegetation...................................................................................................................................12
4.5 Macrobenthic Sampling ..............................................................................................................14
MY3 FINAL Banner Branch
DMS Project #100080

LIST OF APPENDICES
Appendix A - Visual Assessment Data
Visual Stream Morphology Stability Assessment Table
Vegetation Condition Assessment Table
Cross -Section Photos
Stream Photo Stations (Culvert and Ford Crossings, Ell Reaches, BMPs)
Potential Problem Area Photos
Appendix B - Vegetation Plot Data
Red -line Plant List
Vegetation Plot Counts and Densities Table
Vegetation Performance Standards Summary Table
Vegetation Plot Photos
Appendix C - Stream Geomorphology Data
Cross -Sections with Annual Overlays
Baseline Stream Data Summary Tables
Cross -Section Morphology Data
Appendix D - Hydrologic Data
Verification of Bankfull Events
Flow Gauge and Crest Gauge Installation Diagrams
Flow Gauge and Crest Gauge Graphs
Cumulative Flow Gauge Data Chart
Wetland Hydrology Criteria and Hydrographs
Rainfall Data Table
Appendix E - Project Timeline and Contact Info
Appendix F — MY3 Benthic Data
MY3 FINAL Banner Branch
DMS Project #100080

1 Project Summary
1.1 Project Location and Description
The Banner Branch Mitigation Project ("Project") is a North Carolina Department of Environmental Quality
(NCDEQ), Division of Mitigation Services (DMS) full -delivery stream and wetland mitigation project
contracted with Water & Land Solutions, LLC (WLS) in response to RFP 16-007405. The Project provides
stream and wetland mitigation credits in the Roanoke River Basin (Cataloging Unit 03010103). The project
site is located in Stokes County approximately five miles northeast of Lawsonville. The project site is in the
NCDEQsub-basin 03-02-01, Roanoke River Basin Priority Plan (RBRP, amended 2015), and Targeted Local
Watershed 03010103180010 (Warm Water Thermal Regime), all within the Roanoke River Basin.
The Project involved the restoration, enhancement, preservation and permanent protection of 14 stream
reaches (UT1-RI, UT1-R2, UT1-R3, UT1A, UT1B, UT1C, UT2, UT2A, UT3, BB-R1, BB-R2, BB-R3, UT4-R1, and
UT4-R2) and their riparian buffers, totaling approximately 15,707 linear feet of designed streams and
6.183 acres of riparian wetlands. 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. The CCPV illustrates the project mitigation components.
Prior to construction, landowners historically cleared large portions of mature forest, manipulated and/or
straightened streams, and ditched riparian wetland systems to provide areas for crop production and
cattle grazing. Many of the Project reaches had been heavily impacted from these historic and current
land use practices, including livestock production, agriculture, and silviculture. Continuous livestock
intrusion and associated hoof shear had severely impacted the streambanks along many of the Project
stream reaches. The stream channels were actively incising in these areas, and the floodplain connection
had been lost in many locations. The lack of adequate and high -quality buffer vegetation, past land -use
disturbances, active channel degradation, minimal impervious cover, and current agricultural and
livestock practices presented a significant opportunity for water quality and ecosystem improvements
through the implementation of this Project.
Monitoring Year 3 (MY3) activities occurred during May and October 2023. This report presents the data
for MY3. The Project meets the MY3 success criteria for stream hydrology, stream horizontal and vertical
stability, and streambed condition and stability. Seven of the nine groundwater gauges are meeting
success criteria for hydrology. Two of the 23 vegetation plots (21 fixed and two random) are not meeting
interim success criteria. Based on these results, the Project is on trajectory to meet interim and final
success criteria. For more information on the chronology of the project history and activity, refer to
Appendix E. Relevant project contact information is presented in Appendix E, and project background
information is presented in Table 3.
1.2 Project Quantities and Credits
The Project mitigation components include a combination of Stream Restoration, Enhancement and
Preservation activities, as well as Riparian Wetland Restoration (Re-establishment & Rehabilitation) and
Enhancement, as summarized in Table 1.
MY3 FINAL Banner Branch
DMS Project #100080
1

Table 1. Banner Branch Mitigation Site (I0-100080) Project Mitigation Quantities and Credits
original Original
��storaltion Mitigation
Stream
373
402
Warm
El
1.50000
248.667
Floodplain Bench, In -Stream Structures, Supplemental Plarting, Exclusion of Livestock
UT1-R1 (upper)
Permanent Conservation Easement
136
136
Warm
P
10.00000
13.600
Supplemental Planting Exclusion of Livestock Permanent Conservalion Easement
UT1-R1 (lower)
UT1-R2
1,783
1,822
Warm
Ell
2.50000
713.200
Riparian Planning Livestock Exclusion
UT1-R3
822
851
Warm
P
10.00000
82.200
Conservation Easement
UT1A
410
410
Warm
Ell
2.50000
164.000
Riparian Planning Livestock Exclusion
UT113(upper)
391
428
Warm
Ell
2.50000
156.400
Riparian Planting Livestock Exclusion
UT1B (lower)
97
103
Warm
El
1.50000
64.667
Bark grading, Stabilization Supplemental planing, Conservabon Easement
UT1C (upper)
69
69
Warm
P
10.00000
6.900
Conservation Easement
151
146
Warm
R (PI/PII)
100000
151000
FJI Channel Restorabon, Planted Buffer, Excision of Livesteck Permanent Conservation
UT1C (lower)
.
.
Easement
1,287
1,270
Warm
R (PI/PII)
1.00000
1,287.000
Fill Restorabon Planted Buffer, Excision of Livestock Permanent Conservation
UT2
Easement
UT2A
289
287
Warm
El
1.50000
192.667
Bark grading, Stabilization Supplemental planing,. Conservation Easement
589
551
Warm
R (PI)
1.00000
589.000
Restorabon Planted Buffer, Excision of Livestock Permanent Conservation
UT3
EFill asement
808
865
Warm
R (PI)
100000
808000
FJI Channel Restorabon, Planed Buffer, Excision of Livestock Permanent Conservation
BB-R1
.
.
Easement
1,835
1,746
Warm
R (PI)
1.00000
1,835.000
Fill Channel Restorabon Planted Buffer, Excision of Livestock Permanent Conservation
BB-R2
Easement
FJI Channel Restorabon, Planted Buffer, Excision of Livestock Permanent Conservation
636
678
Warm
R (PI/PII)
100000
636000
BB-R3
.
.
Easement
2,346
2,346
Warm
R (PI/PII)
1.00000
2,346.000
Fill Channel Restorabon Planted Buffer, Excision of Livestock Permanent Conservation
UT4-R1 (upper)
Easement
1,730/233
1,589/265
Warm
R (PI)
1.00/1.25
1,916.400
FJI Channel Restorabon Planted Buffer, Excision of Livestock Permanent Conservation
UT4-R1(lower)
Easement. 233 LF adjacent to pond credited at 1.25:1.
UT4-R2
1,722
1,760
Warm
El
1.50000
1,148.000
Bark Grading Stabilization, Supplemental Planing, Conservabon Easement
Total:
12 3 B47001
Wetland
0.825
0.783
R
REE
2.00000
0.413
Planted, excluded livestock remediated compaction and encompasses section of Priority 1
W 1
rewhes
1240
1227
R
E
100000
1240
Planted, excluded Iivesteck remediated compaction sal manipdaeon, and encompasses
W 1A
.
.
.
.
se ton of Priority 1 reach
W2
0.524
0.511
R
E
2.00000
0.262
Planted, excluded livestock remediated compaction
0.888
0.886
R
RH
1.50000
0.592
Planted, tl, excluded livestock remediated compaction and encompasses section of Priority 1
W3
W4
0.321
0.319
R
E
2.00000
0.161
Planted, excluded livestock remediated compaction
0808
0807
R
REE
100000
0808
Planted, excluded livestock remediated compaction n sal manipdaeoand encompasses
W4A
.
.
.
.
s.bon of El reach
0.203
0.203
R
E
2.00000
0.102
Planted, excluded Iivesteck remediated compaction and encompasses section of Er reach
WS
0.097
0.097
R
E
2.00000
0.049
Planted, excluded livestock remediated compaction and encompasses section of Ell
WSA
rearh
W513
0.010
0.007
R
E
2.00000
0.005
Planted, excluded livestock remediated compaction
0.251
0.251
R
RH
1.50000
0.167
Planted, excluded livestock remediated compaction and encompasses section of Priority
W�
rewh
WEB
0.045
0.045
R
E
2.00000
0.023
Planted, excluded livestock remediated compaction
W7
0.041
0.041
R
E
2.00000
0.021
Planted excluded livestock remediated compaction
0.107
0.107
R
REE
1.00000
*0.107 (at -risk)
Planted remediated compaction, soil manipulation, and encompasses section of Priority 1
W8A
reach of BB-R1
0.823
0.817
R
REE
1.00000
0.823
Planted, excluded livestock remediated compaction n sal manipdaeoand encompasses
W9
s.bon of P1 reach of BB-R2
Total:
4.773
Project Credits
Restoration Level
Stream
Riparian
Non -Rip
Coastal
Warm
Cool
Cold
Wetland
Wetland
Marsh
Restoration
9,568.400
Re-establishment
2.151
Rehabilitation
0.759
Enhancement
1.861
Enhancement 1
1,654.000
Enhancement 11
1,033.600
Creation
Preservation
101700
Totals
12,358.701
4.773
Total Stream Credit 12,358.701
Total Wetland Credit 4.773 (0.107at-risk
MY3 FINAL Banner Branch
DMS Project #100080
Wetland Mitigation Category
CM Coastal Marsh
R
FBparian
NR
Non-Rparian
Restoration
Level
HQP
Figh Quality Preservation
P
Preservadon
E
Wetland Enhancement - Veg and Hydro
Ell
Stream Enhancement II
El
Stream EnhancementI
C
Wetland Creation
RH
Wetland Rehabilitation - Veg and Hydro
REE
Wetland Re-establishment Veg and Hyrto
R
Restoration
2

1.3 Current Condition Plan View
The following pages present the Current Condition Plan View (CCPV).
MY3 FINAL Banner Branch
DMS Project #100080

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2 Goals, Performance Criteria, and Functional Improvements
2.1 Project Goals and Objectives
The Project will meet the goals and objectives described in the Banner Branch Final Approved Mitigation
Plan and will address general restoration goals and opportunities outlined in the DMS Roanoke River Basin
RBRP. More specifically, watershed goals and management strategies described in the RBRP will be met
by:
• Reducing sediment, soil erosion, turbidity, and nutrient inputs such as fecal coliform bacteria,
nitrogen, and phosphorus to the Banner Branch 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,
wetlands, and riparian buffer areas.
• Promoting agronomic farm management techniques and implementing agricultural BMPs and
water quality features such as livestock exclusion fencing, alternative watering systems and
nutrient management devices, and wetlands restoration.
To accomplish these project -specific goals, the following objectives will be measured to document overall
project success:
• Restore stream, wetland, and floodplain hydrology by reconnecting historic flow paths and
promoting geomorphically stable conditions with more natural flood processes;
• Improve and protect water quality by reducing streambank erosion and nutrient/sediment inputs;
• Restore and protect stream, wetland, and riparian buffer functions and habitat connectivity in
perpetuity by recording a permanent conservation easement; and
• Implement agricultural BMPs to reduce nonpoint source inputs to receiving waters.
MY3 FINAL Banner Branch
DMS Project #100080
4

2: Summary
-
Goals,Table
Objective/TreatmentGoal
Uplift
Results
Improve and/or remove
Create a more natural and higher
functioning headwater flow regime
Maintain seasonal flow on
6 Flow Gauges (UT1A, UT1C,
Improve Stream
existing stream crossings
and provide aquatic passage; re-
intermittent stream for a minimum
UT2, UT2A, UT3, UT4-R1).
6/6 Flow Gauges documented
Base Flow
and restore a more
flow for a minimum of 30
establish appropriate wetland
of 30 consecutive days during
Devices record 2x/day and
Duration
natural flow regime and
connective days.
hydroperiods and provide
normal annual rainfall
inspected quarterly.
aquatic passage.
hydrologic storage
3 Crest gauges/pressure
Reconnect
Design BHRs to not
transducers (UT2, BB-R2, UT4
channels with
exceed 1.2 and increase
Provide temporary water storage
112); Devices record hourly &
3/3 crest gauges recorded out
floodplains and
ERs no less than 2.2 for
and reduce erosive forces (shear
Minimum of four bankfull events in
inspected quarterly. 9
of bank events in MY3. 7/9
riparian
p
Rosen'C'and'E'stream
g
stress in channel during laver
) g g
separateyearsiWetlandhydrology
Wetland gauges W1,W1A,
g g (
wetland gauges met
g g
to allow a natural
types and 1.4 for'B'
flow events.
for 8% of growing season.
W2, W3, W4, W4A, W6A,
hydrology criteria of 8%.
flooding regime.
stream types.
W8A, W9); inspected
quarterly.
Construct stream
Reduction in sediment inputs from
Bank height ratios remain below 1.2
20 Cross sections surveys
channels that will
Improve stabilty of
n stable cross-
bank erosion, reduction of shear
over the monitoring period. Visual
and visual assessment; Cross-
20/20 cross sections BHR<1.2
streammaintai
channels
stress, and improved overall
assessments showing progression
sections in Years 1, 2, 3, 5,
sections, patterns, and
hydraulic function.
towards stability.
and 7.
profiles over time.
Within planted portions of the site,
Plant native species
a minimum of 320 stems per acre
CVS Level I & II Protocol Tree
vegetation a minimum
Increase woody and herbaceous
must be present at year three; a
for 21 fixed veg plots (Strata
30' wide from the top of
vegetation will provide channel
minimum of 260 stems per acre
Composition, Vigor, and
19/21 Fixed Veg Plots met in
Establish Riparian
the streambanks with a
stability and reduce streambank
must be present at year five with
Density), 2 random
2023 and 2/2 Random Veg
Buffer Vegetation
composition/density
erosion, runoff rates and exotic
average height of six feet; and a
transects/plots, and visual
Plots met in 2023
comparable to
downstream reference
species vegetation.
minimum of 210 stems per acre and
assessment. Years 1, 2, 3, 5,
average eight foot tree heights
and 7 for veg plots.
condition.
must be present at year seven.
Improve
Improve bedform
streambed
diversity and increase
Reduce embeddedness to allow
N/A
N/A
N/A
material and
lateral stability.
for interstitial flow habitat.
stability
MY3 Biotic index values: BB -
Improve Benthic
Increase leaf litter and organic
Increase native woody
Evaluate BMI Communities
R3 increase from "Fair" to
Macro invereb rate
matter critical to provide in -
Communities
debris and structures in
N/A
at two sites (BB-R3 and UT4-
"Good -Fair" & UT4-R2
and
channel.
stream cover/shade, wood
112) in MY3 and MY7
increase from "Poor" to
Aquatic Habitat
recruitment, and carbon sourcing.
"Good -Fair"
MY3 FINAL Banner Branch
DMS Project #100080

2.2 Project Success Criteria
The success criteria for the Project will follow the 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 hydrology data and visual monitoring will be reported annually. Specific success
criteria components and evaluation methods are described below.
2.2.1 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 (see Appendix D for
installation diagrams). 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 FloodplainAccess: Stream profiles, as a measure of vertical stability
and floodplain access, will be evaluated by looking at Bank Height Ratios (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 from as -built restoration cross -sections. If measurable
changes do occur, they should 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 -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.
Stream cross-section monitoring will be conducted using a Topcon Total Station. Three-dimensional
coordinates associated with cross-section data will be collected in the field (NAD83 State Plane feet FIPS
3200). Morphological data will be collected at 20 cross -sections. Survey data will be imported into
Microsoft Excel° and the DMS Shiny App for data processing and analysis.
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.
MY3 FINAL Banner Branch
DMS Project #100080
6

Streambed Material Condition and Stability: Pebble counts or streambed material samples will not be
collected per the DMS Pebble Count Data Requirements memo sent on October 19, 2021. The IRT reserves
the right to request pebble count data/particle distributions if deemed necessary during the monitoring
period.
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 years with 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.
The stage recorders include an automatic pressure transducer (HOBO Water Level (13 ft) Logger) set in PVC
piping in the channel. The elevation of the bed and top of bank at each stage recorder location will be
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 out
of bank events.
2.2.2 Wetlands
Wetland Hydrology: The performance standard for wetland hydrology will be eight percent based on the
suggested wetland saturation thresholds for soils' taxonomic subgroups. The proposed success criteria
for wetland hydrology will be when the soils are saturated within 12 inches of the soil surface for eight
percent (14 days) of the 177-day growing season (April 215T through October 16th) based on WETS data
table for Stokes 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 (USACE,
2005 and 2010b). Precipitation data will be obtained from an on -site rain gauge and the Danbury WETS
Station, approximately 11 miles south of the Project site. If a normal year of precipitation does not occur
during the first seven years of monitoring, WLS will continue to monitor the Project hydrology until the
Project site has been saturated for the appropriate hydroperiod. If rainfall amounts for any given year
during the monitoring period are abnormally low, reference wetland hydrology data will be compared to
determine if there is a correlation with the weather conditions and site variability.
2.2.3 Vegetation
Vegetation monitoring will occur in the fall each required monitoring year, prior to leaf drop. Plots will be
monitored in years 0, 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 trees per acre at the end of Year
3 of the monitoring period; and at least 260, five -year -old trees per acre that must average six 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 stems per acre that must average eight feet in
height in Year 7 of monitoring. Volunteer species on the approved planting list that meet success criteria
standards will be counted towards success criteria.
Vegetation success is being monitored at a total of 21 permanent/fixed vegetation plots and two random
(2m x 50m or 4m x 25m) transects. Vegetation plot monitoring follows the CVS-EEP Level 2 Protocol for
MY3 FINAL Banner Branch
DMS Project #100080
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Recording Vegetation, version 4.2 (Lee et al. 2008) and includes analysis of species composition, height,
and density of planted species. Data is processed using the DMS ShinyApp tool. In the field, the four
corners of each fixed plot were permanently marked with PVC at the origin and rebar at the other corners.
Tree species and height will be recorded for each planted stem and photos of each plot are to be taken
from the origin each monitoring year.
2.2.4 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, active headcuts, live stake mortality, invasive plant species or animal
browsing, easement boundary encroachments, cattle exclusion fence damage, and general streambed
conditions.
3 Project Attributes
3.1 Design Approach
The Project stream design approach included a combination of Stream Restoration, Enhancement, and
Preservation activities (Table 1). Priority Level I and Level II Restoration approaches incorporated the
design of both single -thread meandering channels and step -pool channels. All non -vegetated areas within
the easement were planted with native vegetation, and any areas of invasive species were removed and/
or treated.
3.2 Project Attributes
See Table 3 for Project Attributes.
MY3 FINAL Banner Branch
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4 Monitoring Year 3 Assessment and Results
The dates of Year 3 monitoring activities are detailed in Appendix E. All Year 3 monitoring data is presented
in this report and in the appendices. The Project is on track for meeting stream, wetland, and vegetation
interim success criteria. All monitoring device locations are depicted on the CCPV (Figure 1).
4.1 Morphological Assessment
Morphological data for MY3 was collected in May 2023. Refer to Appendices A and C for summary data
tables, morphological plots, and stream photographs.
4.1.1 Stream Horizontal Pattern & Longitudinal Profile
Visual assessment and cross-section surveys were utilized for MY3 horizontal and vertical stream stability.
The visual assessments for each stream reach concluded that the MY3 stream channel pattern and
longitudinal profiles, and in -stream structure location/function, still closely match the MYO/baseline
conditions (Appendix C). Overall, the MY3 planform geometry and dimensions fall within acceptable
ranges of the baseline parameters for all restored reaches. Minor channel adjustments in riffle slopes,
pool depths and pattern do not present a stability concern or indicate a need for remedial action and will
be assessed visually during the annual assessments.
Three potential stream problem areas were noted during MY1 (see CCPV). During MY3, these problem
areas were monitored, and four additional problem areas were documented.
• SPA-1: On BB-R1 near station 44+00, piping is occurring on the left bank around a rock structure.
Livestakes were added around the structure to prevent erosion on 11/3/2021. The structure was
functioning as designed during MY3 during the spring and fall site walk visits. WLS will continue
to monitor this area in MY4 and will remove from the list if it remains stable for two monitoring
seasons.
• SPA-2: On BB-R3 near station 70+50, erosion was occurring on the right bank upstream of a log
vane. The structure is functioning and stable. Livestakes were added to prevent further bank
erosion on 11/3/2021 and additional stakes were added on 5/10/2023. Streambank vegetation
has established very well, and the stream feature is stable. WLS will continue to monitor this area
in MY4 and will remove from the list if it remains stable for two monitoring seasons.
• SPA-3: On BB-R3 near station 72+00, a rock roller is rolling water toward the right bank and not
toward the log vane. The structure is not functioning as intended but remains stable. The right
bank is not actively eroding. Livestakes were added on 11/3/2021 and 5/10/2023. WLS will
continue to monitor this area closely and will remove from the list if it remains stable for two
monitoring seasons.
• SPA-4: On BB-R1 near station 47+25 a meander bend is experiencing around 20 feet of scour and
erosion. This area did not have a structure installed per design. Live stakes were installed on
5/10/2023. Additional live stakes will be installed this winter. Bank pins will also be installed to
measure any additional scour during MY4 to determine if any handwork is needed for
stabilization.
• SPA-5: On UT4-R1 near station 51+80, some minor erosion is occurring due to scour on the right
bank downstream of a log vane. Live stakes were added on 5/10/2023 to provide further stability,
and this area will continue to be monitored in MY4.
MY3 FINAL Banner Branch
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• SPA-6: On UT4-R1 near station 34+00 an overland flow path washed rocks into the channel. Larger
rocks were removed from the channel, and the riffle remains stable. Minor erosion is occurring
on the slope leading down from the existing cattle pasture into the stream. Any remedial action
taken during the dormant season will be noted in the MY4 report. WLS will install coir wattles to
and live stake the slope to prevent any further erosion.
• SPA-7: Cattle access and erosion is occurring upstream of the project on Reach UT3.
Sedimentation is present along the reach and was noted in MY2 for aggradation on cross -sections
9 and 10. This reach is being monitored by WLS closely. No remedial action is planned to occur.
UT3 was noted as flowing through the restored channel and no side channels or diverging flows
were noted in MY3. WLS will continue to watch this stream closely for issues in MY4.
WLS staff noted minor beaver activity occurring on BB-R2 during the fall monitoring site visit. WLS staff
removed four small dams on BB-R2. Beaver impacts to the site were negligible and did not negatively
affect stream pattern or profile due to the small size of the dams and are marked on the CCPV. The dam
construction did not negatively affect any riparian tree plantings as the dam material was primarily live
stake cuttings. WLS expects the live stakes to resprout, as the roots were not affected. WLS will continue
to monitor these locations and beaver management will be noted in future reports.
4.1.2 Stream Horizontal Dimension
The MY3 channel dimensions generally match the design parameters and are within acceptable and stable
ranges of tolerance. Twenty cross -sections are located in restoration reaches across the project, with ten
located in pools and ten located in riffles. All 10 of the riffle cross -sections show little change in the
bankfull area and all bank height ratios are less than 1.2. Cross -sections 9 and 10 on UT3 previously
showed significant aggradation during MY1, and MY2 due to erosion outside of the conservation
easement, but MY3 cross-section results show sediment is flushing through the system. Cross-section 10
had a bank height ratio of 0.79 in MY2, and that has stabilized closer to design of 0.87 in MY3. Additional
photos of this reach can be found in Appendix A. WLS will continue to closely monitor this reach visually
during MY4 and include additional photos during MY4. Maximum riffle depths are expected to fluctuate
slightly throughout the monitoring period as the channels adjust to the new flow regime. It is expected
over time that some pools may accumulate fine sediment and organic matter, however, this may not be
an indicator of channel instability.
4.2 Stream Hydrology
4.2.1 Stream Flow
Six pressure transducers (flow gauges) were installed in April 2021 on reaches UT1A, UT1C, UT2, UT2A,
UT3, and UT4-R1 to document flow conditions. The flow gauge locations are within the upper one-third
of the project reaches as shown on the CCPVs. All six flow gauges exhibited surface flow for a minimum
of 30 consecutive days throughout the monitoring year (Appendix D). Additionally, to determine if rainfall
amounts are normal for the given year, precipitation data was obtained from CRONOS station Danbury,
approximately 11 miles south of the site. Rainfall was above normal for the year (January— September).
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Flow Gauae Data
Flow Gauge
Flow Gauge
Location
Longest od of
Consecutive Flow
Total Days of
Cumulative
Total Days
of No Flow
Longest
.
PeriodName
FG-1
UT1A
284 days
1/1/2023-10/12/2023
Flow
284 days
0 days
Consecutive
No
0 days
FG-2
UT1C
88 days
165 days
120 days
25 days
1/1/2023 — 3/30/2023
FG-3
UT2
206 days
1/1/2023 — 7/26/2023
278 days
7 days
3 days
FG-4
UT2A
284 days
284 days
0 days
0 days
1/1/2023-10/12/2022
FG-5
UT3
284 days
284 days
0 days
0 days
1/1/2023-10/12/2022
FG-6
UT4-R1
138 days
279 days
6 days
1 days
5/27/2023-10/12/2023
4.2.2 Bankfull Events
Three crest gauges were installed in April 2021 to document bankfull events. WLS installed a conventional
cork crest gauge, along with a pressure transducer to validate flood status, on UT2, BB-R2, UT4-R2. During
MY3, bankfull events were recorded on all three pressure transducer crest gauges. CG-1 (UT2) recorded
13 events with a maximum event of 0.401 feet above bankfull. CG-2 (BB-R2) recorded 11 events with a
maximum event of 1.32 feet above bankfull. CG-3 (UT4-R2) recorded one event with a maximum event of
0.281 feet above bankfull. The associated data and photographs are located in Appendix D.
4.3 Wetlands
Nine groundwater wells were installed in April 2021 to monitor wetland hydrology. Groundwater well
locations are shown on the CCPV. During MY3, seven of the nine wetland groundwater wells are meeting
the eight percent wetland hydrology criterion. GW-2 (W8a) had a hydroperiod of 2.8 percent, and GW-5
(W1) had a hydroperiod of 4.5%, which are both not meeting the eight percent criteria. GW-5 is located
in W1, a wetland enhancement area. The vegetative profile of W1 indicates that the area is experiencing
high hydrologic activity. GW-4, in the adjacent W1a experienced groundwater within 12" of the soil
surface for 59.3% of the captured growing season. It is expected that GW-5 will meet criteria in MY4. WLS
will replace the wetland gauge in GW-5 to ensure is captured accurately and to remove any sediment
buildup within the well.
4.4 Vegetation
Monitoring of the 21 permanent vegetation plots and two random transects was completed during
October 2023. Vegetation data photos can be found in Appendix B. The MY3 average density is 519 stems
per acre, which exceeds the interim measure of vegetative success of at least 320 stems per acre at the
end of the third monitoring year. 21 of the 23 vegetation plots are also meeting the interim measure
requirements and all plots have 121 — 891 stems per acre including appropriate volunteers. Vegetation
plots 3 (in W5) and 18 (in W3) are not meeting success criteria. This is due to vegetation plot 3 being
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planted within an existing canopy and groundwater saturation within W5. Numerous mature trees are
located within VP3. Vegetation plot 18 not meeting success criteria is due to dense herbaceous cover out
competing trees and saturated conditions within W3; GW7 is adjacent to plot 18 in W3 and retained a
74% hydroperiod during MY3. Volunteer tulip poplar (Liriodendron tulipifera), spicebush (Lindera
benzoin), white ash (Fraxinus americana), willow oak (Quercus phellos), green ash (Fraxinus
pennsylvanica), hazel alder (Alnusserrulata), sycamore (Platanus occidentalis), and persimmon (Diospyros
virginiana) were noted in MY3, and more species are expected to establish in future years. Visual
assessment of vegetation outside of the monitoring plots indicates that the herbaceous vegetation is
becoming well established throughout the project. In response to MY2 IRT comments, Vegetation Plot 4
will transition from a permanent plot located in W8a to a random vegetation plot in MY5 and MY7
monitoring.
During fall monitoring, two areas of the project had evidence of cattle access within the easement;
however, WLS has not seen cattle in the easement. VP6 (near UT2) was grazed by cattle, but the plot trees
resprouted and are expected to be successful. WLS staff contacted the landowner to discuss the issue and
no further access is expected to occur. Cattle might have accessed through a gate accidently not secured
and no fence needs repaired. A second cow access area along UT1a was noted during fall monitoring. A
few small cattle likely accessed the easement below the fence through a drainage swale near the BMP
located on the left side of the stream. WLS staff contacted the farmer to discuss the issue and he also has
never seen cattle in the easement. Random plot 22 was placed in this area during MY3 to document
planted stem success. WLS staff met onsite on October 30, 2023, to walk the easement fence perimeter
and document any areas needing remedial action. T-posts will be installed inside the fence at the two
locations (one along UT1a and another along UT2) where small cows may be accessing the easement by
going under the fence. The landowner that encompasses UT2 has also been contacted to spray the fence
line and install chains on the fence at all stream crossings to discourage access. WLS will continue to
monitor these areas in MY4.
Areas of privet (Ligustrum sinense), tree of heaven (Ailanthus altissima), and multiflora rose (Rosa
multiflora) in individual areas are below mapping threshold scattered areas across the project (-4.48
acres). These areas have been spot treated with herbicide, and treatments will continue in future
monitoring years. See table below for treatment dates. No other areas of significant invasive plant species
were observed post -construction. The site will be monitored closely, and any invasive plant species will
be treated as needed.
Invasive Species Treatment Table
6/29/2023 Tree of Heaven, Multi- Rodeo backpack foliar
flora rose and Privet spray
8/30/2023 Tree of Heaven, Multi- Rodeo backpack foliar
flora rose and Privet sorav and cut stump
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4.5 Macrobenthic Sampling
Two macrobenthic sampling locations were surveyed prior to restoration activities on BB-R3 and UT4-R2.
BB-R3 scored "Fair" and had a biotic index value of 5.94, and UT4-R2 scored "Poor" and had a biotic index
value of 6.65. Both reaches were re -surveyed in MY3 on June 28, 2023. BB-R3 scored "Good -Fair" and had
a biotic index value of 5.19, and UT4-R2 scored "Good -Fair" and had a biotic index value of 4.90. Benthic
data is located in Appendix F.
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Appendix A:
Visual Assessment Data
Visual Stream Morphology Stability Assessment Table
Vegetation Condition Assessment Table
Cross Section Photos
Stream Photo Stations (Culvert & Ford Crossings, Ell Reaches, BMPs)
Potential Problem Area Photos

Visual Stream Stability Assessment
Reach UT1-R1
Assessed Stream Length 1538
Assessed Bank Length 11,076
NumberStable,
Performing as Total Number
Amount of
Unstable
% Stable,
Performing as
Major Channel Cate%go Metric intended in As -built
Surface Scour/Bare Bank lacking vegetative cover resulting simply from poor growth
Bank and/or surface scour
Footage
0
intended
100%
Banktoe eroding to the extent that bank failure appears likely.
Toe Erosion
Does NOT include undercuts that are modest, appear sustainable
0
100%
and are providing habitat.
Bank Failure
Fluvial and geotechnical - rotational, slumping, calving, or collapse
0
100%
NOMMOSEEMMMMIrm
Totals
0
100%
Grade Control
Grade control structures exhibiting maintenance of grade across
the sill.
9
9
100%
Bank erosion within the structures extent of influence does not
Bank Protection
exceed 15%. (See guidance for this table in DIMS monitoring
3
3
100%
guidance document)
Visual StreAm Stabifity Assessment
Reach UT1-R2
Assessed Stream Length 11,822
Assessed Bank Length 13,644
Number Stable, Amount of % Stable,
Performing as Total Number Unstable Performing as
Major Channel Category Metric intended in As -built Footage intended
Surface Scour/Bare
Bank
Bank lacking vegetative cover resulting simply from poor growth
and/or surface scour
0
100%
Banktoe eroding to the extent that bank failure appears likely.
Toe Erosion
Does NOT include undercuts that are modest, appear sustainable
0
100%
and are providing habitat.
Bank Failure
Fluvial and geotechnical - rotational, slumping, calving, or collapse
0
100%
Totals
0
100%
Grade Control
Grade control structures exhibiting maintenance of grade across
the sill.
7
7
100%
Bank erosion within the structures extent of influence does not
Bank Protection
exceed 15%. (See guidance for this table in DMS monitoring
5
5
100%
guidance document)

Visual Stream Stability Assessment
Reach
UT1-R3
Assessed Stream Length
851
Assessed Bank Length
1,702
ffln
Surface Scour/Bare
Bank
Bank lacking vegetative cover resulting simply from poor growth
and/or surface scour
0
100%
Bank toe eroding to the extent that bank failure appears likely.
Toe Erosion
Does NOT include undercuts that are modest, appear sustainable
0
100%
and are providing habitat.
Bank Failure
Fluvial and geotechnical - rotational, slumping, calving, or collapse
0
100%
Totals
0
100%
Grade Control
Grade control structures exhibiting maintenance of grade across
the sill.
3
3
100%
Bank erosion within the structures extent of influence does not
Bank Protection
exceed 15%. (See guidance for this table in DMS monitoring
N/A
N/A
N/A
guidance document)
Visual Stream Stability Assessment
Reach
UT1A
Assessed Stream Length
410
Assessed Bank Length 820
Surface Scour/Bare
Bank lacking vegetative cover resulting simply from poor growth
Bank
and/or surface scour
0
100%
Bank toe eroding to the extent that bank failure appears likely.
Toe Erosion
Does NOT include undercuts that are modest, appear sustainable
0
100%
and are providing habitat.
Bank Failure
Fluvial and geotechnical - rotational, slumping, calving, or collapse
0
100%
Totals
0
100%
- Grade Control
Grade control structures exhibiting maintenance of grade across
N/A N/A
N/A
the sill.
Bank erosion within the structures extent of influence does not
Bank Protection
exceed 15%. (See guidance for this table in DMS monitoring
N/A N/A
N/A
guidance document)

Visual Stream Stability Assessment
Reach
UT1B
Assessed Stream Length
531
Assessed Bank Length
1,062
ffln
Surface Scour/Bare
Bank lacking vegetative cover resulting simply from poor growth
Bank
0
and/or surface scour
100%
Bank toe eroding to the extent that bank failure appears likely.
Toe Erosion
Does NOT include undercuts that are modest, appear sustainable 0
100%
and are providing habitat.
Bank Failure Fluvial and geotechnical - rotational, slumping, calving, or collapse 0
100%
Totals 0
100%
Grade control structures exhibiting maintenance of grade across
Grade Control
13
13
100%
the sill.
Bank erosion within the structures extent of influence does not
Bank Protection
exceed 15%. (See guidance for this table in DMS monitoring
3
3
100%
guidance document)
Visual Stream Stability Assessment
Reach
JUT1C
Assessed Stream Length
1215
Assessed Bank Length 1430
Number Stable, Amount of % Stable,
Performing as Total Number Unstable Performing as
Major Channel Categoga Metric intended in As -built Footage intended
Surface Scour/Bare
Bank
Bank lacking vegetative cover resulting simply from poor growth
and/or surface scour
AMM
Bank toe eroding to the extent that bank failure appears likely.
Toe Erosion
Does NOT include undercuts that are modest, appear sustainable
0
100%
and are providing habitat.
Bank Failure
Fluvial and geotechnical - rotational, slumping, calving, or collapse
0
100%
Totals
0
100%
- Grade Control
Grade control structures exhibiting maintenance of grade across
the sill.
10 10
100%
Bank erosion within the structures extent of influence does not
Bank Protection
exceed 15%. (See guidance for this table in DMS monitoring
6 6
100%
guidance document)

Visual Stream Stability Assessment
Reach
UT2
Assessed Stream Length
1,270
Assessed Bank Length 2,540
Surface Scour/Bare Bank lacking vegetative cover resulting simply from poor growth
0
Bank and/or surface scour
100%
Bank toe eroding to the extent that bank failure appears likely.
Toe Erosion Does NOT include undercuts that are modest, appear sustainable 0
100%
and are providing habitat.
Bank Failure Fluvial and geotechnical - rotational, slumping, calving, or collapse 0
100%
0
100%
Grade control structures exhibiting maintenance of grade across
Grade Control
65
65
100%
the sill.
Bank erosion within the structures extent of influence does not
Bank Protection
exceed 15%. (See guidance for this table in DMS monitoring
35
35
100%
guidance document)
Visual Stream Stability Assessment
Reach
JLJT2A
Assessed Stream Length
1287
Assessed Bank Length 1574
Number Stable, Amount of % Stable,
Performing as Total Number Unstable Performing as
Major Channel Categoga Metric intended in As -built Footage intended
Surface Scour/Bare
Bank
Bank lacking vegetative cover resulting simply from poor growth
and/or surface scour
AMM
Bank toe eroding to the extent that bank failure appears likely.
Toe Erosion
Does NOT include undercuts that are modest, appear sustainable
0
100%
and are providing habitat.
Bank Failure
Fluvial and geotechnical - rotational, slumping, calving, or collapse
0
100%
Totals 0
100%
- Grade Control
Grade control structures exhibiting maintenance of grade across
the sill.
5 5
100%
Bank erosion within the structures extent of influence does not
Bank Protection
exceed 15%. (See guidance for this table in DMS monitoring
N/A N/A
N/A
guidance document)

Visual Stream Stability Assessment
Reach JUT3
Assessed Stream Length 1551
Assessed Bank Length 11,102
NumberStable,
Performing as Total Number
Amount of
Unstable
% Stable,
Performing as
Major Channel Cate%go Metric intended in As -built
Surface Scour/Bare Bank lacking vegetative cover resulting simply from poor growth
Bank and/or surface scour
Footage
0
intended
100%
Banktoe eroding to the extent that bank failure appears likely.
Toe Erosion
Does NOT include undercuts that are modest, appear sustainable
0
100%
and are providing habitat.
Bank Failure
Fluvial and geotechnical - rotational, slumping, calving, or collapse
0
100%
NOMMOSEEMMMMIrm
Totals
0
100%
Grade Control
Grade control structures exhibiting maintenance of grade across
the sill.
17
17
100%
Bank erosion within the structures extent of influence does not
Bank Protection
exceed 15%. (See guidance for this table in DIMS monitoring
2
2
100%
guidance document)
Visual Strei'm Stabifity Assessment
Reach BB-R1
Assessed Stream Length 1865
Assessed Bank Length 11,730
Number Stable, Amount of % Stable,
Performing as Total Number Unstable Performing as
Major Channel Category Metric intended in As -built Footage intended
Surface Scour/Bare
Bank
Bank lacking vegetative cover resulting simply from poor growth
and/or surface scour
25
98%
Banktoe eroding to the extent that bank failure appears likely.
Toe Erosion
Does NOT include undercuts that are modest, appear sustainable
0
100%
and are providing habitat.
Bank Failure
Fluvial and geotechnical - rotational, slumping, calving, or collapse
0
100%
Totals
25
98%
Grade Control
Grade control structures exhibiting maintenance of grade across
the sill.
13
13
100%
Bank erosion within the structures extent of influence does not
Bank Protection
exceed 15%. (See guidance for this table in DMS monitoring
8
8
100%
guidance document)

Visual Stream Stability Assessment
Reach BB-R2
Assessed Stream Length 11,746
Assessed Bank Length 13,492
NumberStable,
Performing as Total Number
Amount of
Unstable
% Stable,
Performing as
Major Channel Cate%go Metric intended in As -built
Surface Scour/Bare Bank lacking vegetative cover resulting simply from poor growth
Bank and/or surface scour
Footage
0
intended
100%
Banktoe eroding to the extent that bank failure appears likely.
Toe Erosion
Does NOT include undercuts that are modest, appear sustainable
0
100%
and are providing habitat.
Bank Failure
Fluvial and geotechnical - rotational, slumping, calving, or collapse
0
100%
Totals
0
100%
Grade Control
Grade control structures exhibiting maintenance of grade across
the sill.
26
26
100%
Bank erosion within the structures extent of influence does not
Bank Protection
exceed 15%. (See guidance for this table in DIMS monitoring
19
19
100%
guidance document)
Visual Strei'm Stabifity Assessment
Reach BB-R3
Assessed Stream Length 1678
Assessed Bank Length 11,356
Number Stable, Amount of % Stable,
Performing as Total Number Unstable Performing as
Major Channel Category Metric intended in As -built Footage intended
Surface Scour/Bare
Bank
Bank lacking vegetative cover resulting simply from poor growth
and/or surface scour
0
100%
Banktoe eroding to the extent that bank failure appears likely.
Toe Erosion
Does NOT include undercuts that are modest, appear sustainable
0
100%
and are providing habitat.
Bank Failure
Fluvial and geotechnical - rotational, slumping, calving, or collapse
0
100%
Totals
0
100%
Grade Control
Grade control structures exhibiting maintenance of grade across
the sill.
10
11
91%
Bank erosion within the structures extent of influence does not
Bank Protection
exceed 15%. (See guidance for this table in DMS monitoring
7
8
88%
guidance document)

Visual Stream Stability Assessment
Reach UT4-R1
Assessed Stream Length 14,200
Assessed Bank Length 18,400
NumberStable,
Performing as Total Number
Amount of
Unstable
% Stable,
Performing as
Major Channel Cate%go Metric intended in As -built
Surface Scour/Bare Bank lacking vegetative cover resulting simply from poor growth
Bank and/or surface scour
Footage
0
intended
100%
Banktoe eroding to the extent that bank failure appears likely.
Toe Erosion
Does NOT include undercuts that are modest, appear sustainable
0
100%
and are providing habitat.
Bank Failure
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0
100%
NOMMOSEEMMMMIrm
Totals
0
100%
Grade Control
Grade control structures exhibiting maintenance of grade across
the sill.
83
83
100%
Bank erosion within the structures extent of influence does not
Bank Protection
exceed 15%. (See guidance for this table in DIMS monitoring
65
66
98%
guidance document)
Visual Strei'm Stabifity Assessment
Reach UT4-R2
Assessed Stream Length 11,760
Assessed Bank Length 13,520
Number Stable, Amount of % Stable,
Performing as Total Number Unstable Performing as
Major Channel Category Metric intended in As -built Footage intended
Surface Scour/Bare
Bank
Bank lacking vegetative cover resulting simply from poor growth
and/or surface scour
0
100%
Banktoe eroding to the extent that bank failure appears likely.
Toe Erosion
Does NOT include undercuts that are modest, appear sustainable
0
100%
and are providing habitat.
Bank Failure
Fluvial and geotechnical - rotational, slumping, calving, or collapse
0
100%
Totals
0
100%
Grade Control
Grade control structures exhibiting maintenance of grade across
the sill.
7
7
100%
Bank erosion within the structures extent of influence does not
Bank Protection
exceed 15%. (See guidance for this table in DMS monitoring
3
3
100%
guidance document)

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Appendix B:
Vegetation Plot Data
Redline Plant List
Vegetation Plot Counts and Densities Table
Vegetation Performance Standards Summary Table
Vegetation Plot Photos

E L
MSpecies am
Fraxinus pennsylvanica
Banner Branch Mitigation Project
Red -line Planting List
monName Stems
119wokm =J
Green ash 805
% Planted
4%
__J
Mitigation
Plan % _j
4%
Betula nigra
River birch
1,409
7%
8%
Tilia americana
Basswood
1,409
7%
7%
Quercus michauxii
Swamp chestnut oak
1,409
7%
8
Platanus occidentalis
American sycamore
2,013
10%
10%
Liriodendron tulipifera
Tulip poplar
2,013
10%
10%
Quercus phellos
Willow oak
1,409
7%
7%
Nyssa sylvatica
Black gum
1,409
8%
Quercus alba
White oak
11409
7%
7%
Quercus falcata
Southern red oak
1,409
7%
7%
Carpinus caroliniana
American hornbeam
604
3%
3%
Diospyros virginiana
Persimmon
604
3%
3%
Amelanchierarborea
Common serviceberry
604
3%
3%
Hamamelis virginiana
Witch -hazel
604
3%
3%
Asimina triloba
Pawpaw
604
3%
3%
Lindera benzoin
Spicebush
604
3%
3%
Alnusserrulata
Hazel alder
604
3%
3%
Corylus americana
Hazelnut
604
3%
3%
Magnolia tripetala
Umbrella magnolia
604
3%
0%
Total
20,130
100%
* changes from mitigation plan in red
Riparian Buffer
Proposed 2'-3' Spacing @
Live Stake Plantings — Streambanks
Meander Bends and 6'- 8' Spacing @ Riffle
Sections)
Salix sericea
�.
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'.'-IIII

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- Vegetation Performance Standards Summary Table
- Veg Plot 1 F Veg Plot 2 F Veg Plot 3 F
Stems/Ac. Av. Ht. (ft) # Species % Invasives Stems/Ac. Av. Ht. (ft) # Species % Invasives Stems/Ac. Av. Ht. (ft) # Species % Invasives
Veg Plot 4 F Veg Veg Plot 6 F
Av. Ht. (ft) # Species % Invasives Stems/Ac. Av. Ht. (ft) # Species % Invasives Stems/Ac. Av. Ht. (ft) # Species %
Veg Plot 7
Stems/Ac. Av. Ht. (ft) _M
Veg Plot 8
Veg Plox.Lu F Veg PIoT11 F
Stems/Ac. Av. Ht. (ft) # Species % Invasives Stems/Ac. Av. Ht. (ft) # Species %
Veg Plot 13 F Veg Plot 14 F
Stems/Ac. Av. Ht. (ft) # Species % Invasives Stems/Ac. Av. Ht. (ft) # Species %
Stems/Ac. Av.
Veg Plot 12 F
Ht. (ft) # Species %
Veg
Veg Plot 16 F Veg Plot 17 F Veg Plot 18 F
Stems/Ac. Av. Ht. (ft) # Species % Invasives Stems/Ac. Av. Ht. (ft) # Species % Invasives Stems/Ac. Av. Ht. (ft) # Species %
Veg Plot 19 F
Stems/Ac. Av. Ht. (ft) # Species
Veg Plot Group 22 R
Av. Ht. (ft) # Species
Av. Ht.
Veg Plot Grou� Veg Plot Group 24 R
Stems/Ac. Av. Ht. (ft) # Spec % Invasives Stems/May. Ht. (ft) # Species % Invasives

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Appendix C:
Stream Geomorphology Data
Cross -Sections with Annual Overlays
Baseline Stream Data Summary Tables
Cross -Section Morphology Data

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Appendix D:
Hydrologic Data
Verification of Bankfull Events
Flow Gauge and Crest Gauge Installation Diagrams
Flow Gauge and Crest Gauge Graphs
Cumulative Flow Gauge Data Chart
Wetland Hydrology Criteria and Hydrographs
Rainfall Data Table

MY1
Date of
Collection
11/2/2021
Verification.
Banner Branch Mitigation Project
Date of
Occurrence Method Photos/Notes
9/22/2021 Pressure Transducer Recorded bankfull flow
Measurement
abovebankfull
(feet)
0.23
9/21/2022
5/23/2022
Pressure Transducer Recorded bankfull flow
0.137
MY2
9/21/2022
5/27/2022
Pressure Transducer Recorded bankfull flow
0.354
9/21/2022
8/21/2022
Pressure Transducer Recorded bankfull flow
0.278
9/21/2022
8/30/2022
Pressure Transducer Recorded bankfull flow
0.322
9/21/2022
9/4/2022
Pressure Transducer Recorded bankfull flow
0.333
5/12/2023
1/4/2023
Pressure Transducer Recorded bankfull flow
0.055
5/12/2023
1/12/2023
Pressure Transducer Recorded bankfull flow
0.018
5/12/2023
1/25/2023
Pressure Transducer Recorded bankfull flow
0.142
5/12/2023
2/12/2023
Pressure Transducer Recorded bankfull flow
0.214
5/12/2023
2/17/2023
Pressure Transducer Recorded bankfull flow
0.053
5/12/2023
3/3/2023
Pressure Transducer Recorded bankfull flow
0.2
MY3
5/12/2023
4/28/2023
Pressure Transducer Recorded bankfull flow
0.224
10/12/2023
5/29/2023
Pressure Transducer Recorded bankfull flow
0.399
10/12/2023
6/19/2023
Pressure Transducer Recorded bankfull flow
0.289
10/12/2023
6/22/2023
Pressure Transducer Recorded bankfull flow
0.21
10/12/2023
7/16/2023
Pressure Transducer Recorded bankfull flow
0.081
10/12/2023
8/6/2023
Pressure Transducer Recorded bankfull flow
0.197
10/12/2023
8/28/2023
Pressure Transducer Recorded bankfull flow
0.401

Date of
Collection
11/2/2021
Verification.
Banner Branch Mitigation Project
Date of
Occurrence .. Photos/Notes 06
6/4/2021 Pressure Transducer Recorded bankfull flow
Measurement
abovebankfullIIIIIIIIIIIIIINIL
(feet)
0.24
MY1
11/2/2021
9/22/2021
Pressure Transducer Recorded bankfull flow
0.80
11/2/2021
Unknown
Visual Survey Sediment Deposition in
floodplain
N/A
9/21/2022
5/24/2022
Pressure Transducer Recorded bankfull flow
0.346
9/21/2022
5/27/2022
Pressure Transducer Recorded bankfull flow
0.923
9/21/2022
6/16/2022
Pressure Transducer Recorded bankfull flow
0.117
MY2
9/21/2022
8/5/2022
Pressure Transducer Recorded bankfull flow
0.811
9/21/2022
8/21/2022
Pressure Transducer Recorded bankfull flow
0.889
9/21/2022
8/30/2022
Pressure Transducer Recorded bankfull flow
0.729
9/21/2022
9/4/2022
Pressure Transducer Recorded bankfull flow
0.693
5/12/2023
1/25/2023
Pressure Transducer Recorded bankfull flow
0.126
5/12/2023
2/12/2023
Pressure Transducer Recorded bankfull flow
0.267
5/12/2023
3/3/2023
Pressure Transducer Recorded bankfull flow
0.001
5/12/2023
4/28/2023
Pressure Transducer Recorded bankfull flow
0.816
10/12/2023
5/29/2023
Pressure Transducer Recorded bankfull flow
1.026
MY3
10/12/2023
6/19/2023
Pressure Transducer Recorded bankfull flow
0.825
10/12/2023
6/22/2023
Pressure Transducer Recorded bankfull flow
0.471
10/12/2023
7/16/2023
Pressure Transducer Recorded bankfull flow
0.299
10/12/2023
8/6/2023
Pressure Transducer Recorded bankfull flow
0.499
10/12/2023
8/28/2023
Pressure Transducer Recorded bankfull flow
1.32
10/12/2023
10/8/2023
Pressure Transducer Recorded bankfull flow
0.007

Date of
CnIlt-etenn
11/2/2021
Banner Branch Mitigation Project
Date of Occurrence
6/4/2021 Pressure Transducer
Recorded bankfull flow
Measurement
above bankfull
0.10
MY1
11/2/2021
9/22/2021
Pressure Transducer
Recorded bankfull flow
0.24
11/3/2021
Unknown
Cork Gauge
Photo included
0.40
9/21/2022
5/27/2022
Pressure Transducer
Recorded bankfull flow
0.429
MY2
9/21/2022
8/30/2022
Pressure Transducer
Recorded bankfull flow
0.025
MY3
8/29/2023
Unknown
Pressure Transducer
Wrack lines and matted
vegatation
NA
10/12/2023
8/28/2023
Pressure Transducer
Recorded bankfull flow
0.281

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Flow Gauge Graphs
1
0.8
Banner Branch FG-1 (UT1a)
Maximum Days of Consecutive Flow
284 Days: 1/1/2023-10/12/2023
End of MY3 Data
10/12/2023
3
2.5
Ln
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00 0_0
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r-1
r-I
r-1
r-I
!Rainfall
Stream
Depth
Downstream
Riffle
*FG-1: 284 days
of cumulative
flow,
0 days of no
flow
Banner Branch FG-2 (UT1c)
Maximum Days of Consecutive Flow
1 88 Days: 1/1/2023 - 3/30/2023
jr-
ro 0.4
End of MY3 Data
10/12/2023
3
PW
fir . ill 1
0.2
I l l D.5
Ll �M II rl I. �. M I 1 ip I0 D
m rn m m rn ro m m m m (n m m rn ro ro m m ro m m m m m m rn (n
N N N N N N N N N N N N N N N N N N N N N N N N N N N
O O O O O O O O O O O O O O O O O O O O O O O O O O O
N N N N N N N N N N N N N N N N N N N N N N N N N N N
_n a) N C_o N L_o 6�1 M n r_-1 W ITV W OO M n OO 0_0 N N ff�7 M
r-1 rl N N M rn Ln to r, n 00 00 Q) a) rl O r-1 r-i rl N N
ri r-i r-i r1
Rainfall Stream Depth Downstream Riffle
*FG-2: 165 days of cumulative flow, 120 days of no flow

Banner Branch FG-3 (UT2)
Maximum Days of Consecutive Flow
1.5 206 Days: 1/1J2023 - 7/26J2023
1.25
End of MY3 Data
10/12/2023
3
2.5
9
0.5
1 ❑
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0.2-1
0.5
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_4
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-I
Rainfall
Stream Depth
Downstream
Riffle
*FG-3: 278 days
of cumulative flow,
7 days
of cumulative
no flow
2
1.75
1.5
Q1
,F 1.25
E
ro 0.75
tn
+n
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WJ."
Banner Branch FG-4 (UT2a)
284 Days: 1/ 1/2023 -10/12/2023
End of MY3 Data
10J12/2023
3
2.5
N
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L
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O
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Rainfall
Stream Depth
Downstream
Riffle
*FG-4: 284 days of cumulative
flow, 0 days of cumulative
no flow

C1
2.5
i 2
QJ
Q7
LL
L
a L5
0.5
Banner Branch FG-5 (UT3)
Maximum ❑ass of Consecutive Flow
284Days: 1/1/2023-10/12/2023
End of MY2 Data
10/12/2022
3
2.5
N
2
U
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a
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N
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N
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N
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O O
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O
O
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N
N
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N N
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N N N fV
N
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N
_1
N
N
rl
r-1
rl
r-I
Rainfall
Stream Depth
Downstream
Riffle
*FG-5: 284 days
of cumulative flow,
0 days of cumulative
no flow
Banner Branch FG-6 (UT4-R1)
Maximum Days of Consecutive Flow
1 138 Days: 5/27/2023-10/12/2023
1.2
1
t 0.8
a
a�
C 0.6
r�
LnN
End of MY3 Data
10/12C2023
3
2.5
2 C
0.4
0.5
0.2 I I I
lal �I . it rl I .����� I. I
0 a
m m rn rn m m m rn m m m m ro rn m m rn ro m m m m rn rn m rn m
N N N N N N N N N N N N rJ N N N N N N N N N N N N N N
O O O O O O O O O O O O O O O O O O O O O O O O O O O
N N N N N N N N N N N N N N N N N N N N N N N N N N N
r�l c] M N M N M O�'7 rn n ­1 0_0 N M OO M n O 0_0 N L Off'] ran n
rl r1 N N ro rn .4 Ln CO f, f, m CO M M _1 O r-1 rl r-1 N N
ri rl e-i ri
Rainfall Stream Depth Downstream Riffle
*FG-6: 279 days of cumulative flow, 6 days of cumulative no flow

Crest Gauge Graphs
Banner Branch CG-1 (UT2)
2
1,75
3
2.5
1.5
2
t
L25
m
E
ra 1
1.5
d
�
a
E 03-5
E
1
0.5
n,5
0.25
Q
N
rn
rn
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rn
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O
N
O
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O
N
O
N
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N
O
N
O
N
O
N
O
N
O
N
O
N
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N
O
N
O
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O
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O
N
O
N
O
N
O
O
N
O
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
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N
N
N
N
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rl
i Rainfall Stream Max Depth Bankfull Depth
*CG-1: 13 overbank events with a maximum of 0.401'
3.5
3
+_
m
�k 23
2
0.5
Banner Branch CG-2 (BB-R2)
End of MY3 Data
10/12/2023
3
2.5
0.5
a
o
m
ro
ro
m
m
rn
ro
m
m
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N
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n
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n
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1-18
r-I
rl
r-1
N
N
rl
r-1
e-I
rl
i� Rainfall
Stream
Max Depth
Bankfull
Depth
*CG-2: 11 overbank events with a maximum of 1.32'
y
t

2.5
E
Banner Branch CG-3 (UT4-R2)
3
End of MY3 Data
10/12/2023
2.5
m
2 V
C
rY
a
1
m w-' Mril
� 0.5
I I 0.5
d 6
m rn rn rn rn m 1r m m rn m m m m 1r m 1r m ro rn rn rn m m m m m
N N N N N N N N N N N N N N N N N N N N N N N N N N N
O O O O O O O O O O O O O O O O O O O O O O O O O O O
N N N N N N N N N N N N N N N N N N N N N N N N N N N
N_ N M N ko N ko Q_7 m n r�-I m N ko p m n OO m N Ln 6_7 rn
r1 r-1 N N rn ro Ln CO N N fb cc (n M r1 O r-I rl -1 N N
e-1 r 1 r-1 rl
Rainfall Stream Max Depth Bankfull Depth
*CG-3: 1 overbank event with a maximum of 0.281'

Flow Gauge and
Reach Location
FG-1
Monitoring Year
MY1
Cumulative
Banner
Longest Consecutive
Flow
202 days
Flow Gauge Data Chart
Branch Mitigation Project
Total Days of Total Days of No
Cumulative Flow Flow
202 days 0 days
Longest Period of
Consecutive No Flow
0 days
Success Criteria Met
Yes
MY2
264 days
264 days
0 days
0 days
Yes
MY3
284 days
284 days
0 days
0 days
Yes
FG-2
*MY1
43 days
43 days
0 days
0 days
Yes
MY2
11 days
64 days
200 days
50 days
No
MY3
88 days
165 days
120 days
25 days
Yes
FG-3
MY1
202 days
202 days
0 days
0 days
Yes
MY2
264 days
264 days
0 days
0 days
Yes
MY3
206 days
278 days
7 days
3 days
Yes
FG-4
MY1
202 days
202 days
0 days
0 days
Yes
MY2
264 days
264 days
0 days
0 days
Yes
MY3
284 days
284 days
0 days
0 days
Yes
FG-5
MY1
202 days
202 days
0 days
0 days
Yes
MY2
264 days
264 days
0 days
0 days
Yes
MY3
284 days
284 days
0 days
0 days
Yes
FG-6
MY1
202 days
202 days
0 days
0 days
Yes
MY2
264 days
264 days
0 days
0 days
Yes
MY3
138 days
279 days
6 days
1 day
Yes
* Indicates data was missing for a portion of the monitoring season

0
0
0
0
0
0
0
0
0
t`
00
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t
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Hydrologic Criteria Met:
3.5
3
`A:
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Hydrologic Criteria Met: 164 days, 92.7% of Growing Season
5
0
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Banner Branch GW-4 (W1a)
Hydrologic Criteria Met:
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3
PAN
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5
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Banner Branch GW-6 (W6a)
Hydrologic Criteria Met:
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3
PA:
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—
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Appendix E:
Project Timeline and Contact
Info

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Appendix F:
MY3 Benthic Data

Macrobenthic Sampling Data
BB1 (BB-R3) - Banner Branch Mitigation Site
Monitoring Year
MYO
MY3
Biotic Index Score
5.94
5.19
Water Quality Level
Fair
Good -Fair
View Upstream

Macrobenthic Sampling Data
BB2 (UT4-R2) - Banner Branch Mitigation Site
Monitoring Year
MYO
MY3
Biotic Index Score
6.65
4.90
Water Quality Level
Poor
Good -Fair
View Downstream

I ago and Scores
,.2023
Taxa / Biotic Index Value 13131 (BB-R3) 13132 (UT4-R2) Taxa / Biotic Index Value
EPHEMEROPTERA EPHEMEROPTERA
13131 (BB-R3)llbB2 (UT�
Family Ephemeridae
Family Baetidae
Ephemera spp (2.0)
R
Acentrella spp (2.5)
R
PLECOPTERA
Baetis intercalaris (1.5)
C
Family Perlidae
Callibaetis spp (9.2)
R
Eccoptura xanthenes (4.7)
C
Labiobaetis spp (3.5)
R
TRICHOPTERA
Baetis intercalaris (1.5)
C
Family Hydropsychidae
Family Isonychiidae
Cheumatopsyche spp (6.6)
R
Isonychia spp (3.6)
C
R
Hydropsyche betteni (7.9)
R
Family Heptageniidae
MISC DIPTERA
Stenonema femoratum (6.9)
A
Family Tabanidae
PLECOPTERA
Chrysops (6.7)
R
Family Perlidae
Family Tipulidae
Perlesta spp (2.9)
R
Hexatoma spp (3.5)
R
TRICHOPTERA
DIPTERA; CHIRONOMIDAE
Family Hydropsychidae
Nanocladius (7.4)
R
Hydropsyche betteni (7.9)
A
C
Rheotanytarsus spp (6.5)
R
Cheumatopsyche spp (6.6)
R
Tanytarsus spp (6.6)
R
Family Philopotamidae
Tribelos spp (6.4)
R
Chimarra spp (3.3)
R
A
ODONATA
Family Thremmatidae
Family Aeshnidae
Neophylax spp (1. 6)
R
C
Boyeria vinosa (5.6)
R
R
ODONATA
Family Calopterygidae
Family Aeshnidae
Calopteryx spp (7.5)
C
C
Boyeria vinosa (5.8)
R
R
Family Gomphidae
Family Coenagrionidae
Gomphus spp (5.9)
R
R
Argia spp (8.3)
R
R
Ophiogomphus spp (5.9)
R
MEGALOPTERA
Stylogomphus albistylus (5.0)
R
Family Corydalidae
OLIGOCHAETA
Corydalus cornutus (5.2)
R
Family Naidae
Nigronia serricornis (4.6)
C
Aulodrilus pleuriseta (5.6)
R
R
COLEOPTERA
Nais spp (8.7)
R
Family Gyrinidae
MEGALOPTERA
Gyrinus spp (5.8)
R
Family Corydalidae
Dineutus spp (5.0)
R
Nigronia serricornis (4.6)
R
DIPTERA; CHIRONOMIDAE
Family Sialidae
no genus specified (7.2)
R
R
Sialis spp (7.0)
R
DIPTERA
Family Dixidae
Total Taxa Richness
17
6
Dixa spp (2.5)
C
EPT Taxa Richness
4
0
Family Simuliidae
EPT Abundance
6
0
Simulium spp (4.9)
A
Biotic Index
5.94
6.65
Prosimulium spp (4.5)
R
Key
R = Rare, C = Common, A = Abundant
Family Limoniidae
Hexatoma spp (3.5)
R
GASTROPODA
Family Physidae
Physa spp (8.7)
R
Total Taxa Richness
16
15
EPT Taxa Richness
8
8
EPT Abundance
42
40
Biotic Index
5.19
4.9