Yadkin01_SAW2017.01466_RES_GreenMesa_MY0

fires
March 27, 2024
Mr. Steve Kichefski
U.S. Army Corps of Engineers
Regulatory Division
151 Patton Avenue, Room 208
Asheville, NC 28801
Subject: Green Mesa (SAW-2017-01466) As -Built Baseline Report Submittal
RES YADKIN 01 UMBRELLA MITIGATION BANK
HUC 03040101
Mr. Kichefski:
360o Glenwood Avenue, Suite ioo
Raleigh, NC 27612
Corporate Headquarters
6575 West Loop South, Suite 300
Bellaire, TX 77401
Main: 713.520.5400
On behalf of Environmental Banc & Exchange, LLC, a wholly owned subsidiary of Resource Environmental Solutions (RES), I
am pleased to submit the Green Mesa Mitigation Project (SAW-2017-00608) As -Built Baseline Monitoring Report.
Construction and planting for this project were completed in December of 2023. The site was built to design and guidelines
with only minor adjustments.
The proposed tree species were planted on December 111", 2023. There were no changes to the planting plan. Minor
monitoring device location changes were made during as -built installation; however, the quantities remained as proposed
in the Final Mitigation Plan.
RES setup cross sections, vegetation plots, and stream monitoring devices in January 2024. Monitoring data of the vegetation
indicates that all plots are exceeding the interim success criteria of 320 planted stems per acre. The average stem height in
the plots was 1.5 feet. Additionally, cross section data closely matches design parameters.
On February 21, 2024 RES conducted a drone site walk survey in response to the IRT meeting agenda item on February 13,
2024 that requested the potential for more Virtual Site Visits for as -built site visits. RES is submitting a drone flight with an
accompanying flight log of this site for the IRT to consider in efforts, found here - Green Mesa As -Built Virtual Site Walk
If the IRT would like more in depth virtual information please let us know.
Upon approval of this As -Built report, RES is requesting a 15% stream credit release (494.355 SMUs). Please see enclosed
the credit release timeline and updated credit ledgers.
Thank you for all of your time and consideration and we look forward to continuing to work with you all as this Project
progresses. Please contact me at [phone] or [e-mail] if you have any questions or require any additional
information.
Thank you,
Wes Newell I Project Manager
[e-mail] 1 [phone]
res.us

Project Name:
Sponsor Name:
USACE Action ID:
NCDWQ Action ID:
Wilmington District Mitigation Bank Credit Release Schedule
Green Mesa Stream Mitigation Site
Environmental Banc & Exchange
SAW-2017-01466
DWR-2017-1293V3
County:
8-Digit HUC:
Year Project Instituted:
Date Prepared:
Total Potential Credits
Non -Forested
Stream Credits
Forested Wetland Credits
Wetland
Credit Classification
Credits
Warm
Water
I Cool
Water
Cold
Water
Riparian
Riverine
Riparian
Non-Riverine
Non -Riparian
Coastal
Potential Credits from Mitigation Plan
3352.000
Potential Credits from As -Built Survey
3352.000
Yadkin
03040101
7/11/2019
2/27/2024
Current and Future Credit Releases
Stream Credits
Forested Wetland Credits
Non -Forested Wetland
Credits
Projected
Actual Release
Credit Release Milestone
Scheduled
Releases
Warm
Water
Cool
Water
Cold
Water
Scheduled
Releases
Riparian
Riverine
Riparian
Non-Riverine
Non -Riparian
Scheduled
Releases
Coastal
Release Date
Date
1(Bank/Site Establishment)"
15%
550.655
15%
15%
5/30/2023
9/1/2023
2 (Year O/As-Built)'
15%
494.355
15%
15%
6/1/2024
3 (Year 1 Monitoring)
10%
329.570
10%
10%
4 (Year 2 Monitoring)
10%
329.570
10%
15%
5 (Year 3 Monitoring)
10%
329.570
15%
20%
6 (Year 4 Monitoring)
5%
164.785
5%
10%
7 (Year 5 Monitoring)
10%
329.570
15%
15%
8 (Year 6 Monitoring)
5%
164.785
5%
NA
NA
9 (Year 7 Monitoring)
10%
329.570
10%
NA
NA
Stream Bankfull Standard°
10%
329.570
NA
NA
NA
NA
NA
NA
Varies°
Total Credits Release to Date
I550.655
Contingencies (if any): None
Signature of Wilmington District Official Approving Credit Release
1- The first credit release milestone is based on the potential credits stated in the approved mitigation plan.
2 - The first credit release shall occur upon establishment of the mitigation bank, which includes the following criteria:
1) Execution of the MBI or UMBI by the Sponsor and the USACE;
2) Approval of the final Mitigation Plan;
3) Mitigation bank site must be secured;
4) Delivery of the financial assurances described in the Mitigation Plan;
5) Recordation of the long-term protection mechanism and title opinion acceptable to the USACE;
6) 404 permit verification for construction of the site, if required.
3 - The second credit release is based on the credit totals from the as -built survey, and may differ slightly from the credit totals stated in the mitigation plan.
4 - A 15% reserve of credits to be held back until the bankfull event performance standard has been met.
Date

Transaction Credits Released Credits Debited
Number To Bank From Bank
550.660
GREEN MESA STREAM CREDIT LEDGER (HUC 03040101)
Thursday. January 25. 2024
Credits
Reserved Purchaser Project Permit Number Date HUC
Total 550.660 0.000 1 550.660 1 0.000
Credits Released: Task 1
9/21 /23

As -Built Baseline Monitoring Report
GREENMESASTREAM
MITIGATION SITE
YADKIN COUNTY, NORTH CAROLINA
USACE Action ID: SAW-2017-01466
DWR 2017-1293v3
RES YADKIN 01 UMBRELLA MITIGATION BANK
Yadkin River Basin, HUC 03040101
s
ei
Provided by:
ores
Bank Sponsor: Environmental Banc & Exchange, LLC
3600 Glenwood Avenue, Suite 100
Raleigh, NC 27612
919-623-9889
March 2024

Table of Contents
1 PROJECT SUMMARY..................................................................................................................2
1.1 Project Location and Description............................................................................................2
1.2 Project Goals and Objectives..................................................................................................2
1.3 Project Success Criteria..........................................................................................................3
1.3.1 Stream Restoration Success Criteria.................................................................................
1.3.2 Vegetation Success Criteria..............................................................................................
1.4 Project Components................................................................................................................4
1.5 Stream Mitigation Design/Approach......................................................................................4
1.6 Construction and As -Built Conditions....................................................................................7
1.7 Baseline Monitoring Performance (MYO)..............................................................................7
1.7.1 Vegetation.........................................................................................................................
1.7.2 Stream Geomorphology....................................................................................................
1.7.3 Stream Hydrology.............................................................................................................
2 METHODS.....................................................................................................................................8
3 REFERENCES...............................................................................................................................9
Appendix A: Background Information
Table 2: Project Activity and Reporting History
Table 3: Project Contacts Table
Figure 1: Service Area and Vicinity Map
Appendix B: Visual Assessment Data
Figure 2: Current Conditions Plan View
Vegetation Plot Photos
Monitoring Device Photos
General Site Photos
Appendix C: Vegetation Plot Data
Table 4: Planted Species Summary
Table 5: Vegetation Plot Mitigation Success Summary
Table 6: Stem Count Total and Planted by Plot Species
Appendix D: Stream Measurement and Geomorphology Data
Table 7: Baseline Stream Data Summary
Table 8: Cross Section Morphology Data Table
Cross Section Overlay Plots
Appendix E: As -Built & Record Drawings
Green Mesa Record Drawings
Green Mesa As -Built Survey
3
4
I
Green Mesa 1 Baseline Monitoring Report
Mitigation Site March 2024

i PROJECT SUMMARY
1.1 Project Location and Description
The Green Mesa Mitigation Site ("the Project") is located in Yadkin County, approximately two
miles south of Boonville, NC. Water quality stressors affecting the Project included livestock
production, agricultural production, and lack of riparian buffer. The Project presents 9,164 linear
feet (LF) of stream restoration, enhancement, and preservation, generating 3,352 Warm Stream
Mitigation Units (SMU) along five unnamed tributaries. The Project is being designed to help meet
compensatory mitigation requirements for stream impacts in the HUC 03040101.
The Project is located in the Yadkin River Basin within Cataloging Unit 03040101, Hydrologic 14-
digit USGS HUC 03040101130010, and NCDWR sub -basin 03-07-02. This HUC ultimately drains
into Deep Creek, which has a State classification as Class C waters (NCDWQ 2011).
Previously consisting of agricultural fields, livestock pastures and wooded areas, the Project's total
easement area is approximately 32.461 acres within the overall drainage area of 1,011 acres.
Grazing livestock have historically had access to all stream reaches within the Project. The lack of
riparian buffer vegetation, deep-rooted vegetation, and unstable channel characteristics had
contributed to the degradation of stream banks throughout the Project area.
1.2 Project Goals and Objectives
The streams constructed for restoration had previously been significantly impacted by livestock
production, agricultural practices, and a lack of riparian buffer. The improvements to the Project
will help meet the river basin needs expressed in the 2009 Upper Yadkin Pee -Dee River Basin
Restoration Priorities (RBRP) as well as ecological improvements to riparian corridor within the
easement. The Project addressed these stressors and supported the RBRP goals.
The Project goals were:
• Improve water transport from watershed to the channel in a non -erosive manner in a
stable channel;
• Improve flood flow attenuation on site and downstream by allowing for overbanks flows
and connection to the active floodplain;
• Improve instream habitat;
• Restore and enhance native floodplain vegetation;
• Indirectly support the goals of the Yadkin RBRP to improve water quality and to reduce
sediment and nutrient loads.
The Project objectives that addressed these goals were:
Green Mesa 2 Baseline Monitoring Report
Mitigation Site March 2024

• Designed and reconstructed stream channels sized to convey bankfull flows that will
maintain a stable dimension, profile, and planform based on modeling, watershed
conditions, and reference reach conditions;
• Established a permanent conservation easement on the project that permanently excluded
livestock from stream channels and their associated buffers;
• Added instream structures and bank stabilization measures to protect restored and
enhanced streams;
• Installed habitat features such as brush toes, constructed riffles, woody materials, and
pools of varying depths to restored and enhanced streams;
• Reduced bank height ratios and increased entrenchment ratios to reference reach
conditions;
• Increased forested riparian buffers to at least SO feet on both sides of the channel along
the project reaches with a planted hardwood riparian community;
• Treated exotic invasive species;
1.3 Project Success Criteria
The success criteria for the Project follows the 2016 USACE Wilmington District Stream and
Wetland Compensatory Mitigation Update and subsequent agency guidance. Specific success
criteria components are presented below.
1.3.1 Stream Restoration Success Criteria
Four bankfull flow events must be documented within the seven-year monitoring period. The
bankfull events must occur in separate years. Otherwise, the stream monitoring will continue until
four bankfull events have been documented in separate years.
There should be little change in as -built cross sections. If changes do take place, they should be
evaluated to determine if they represent a movement toward a less stable condition (for example
down -cutting or erosion) or are minor changes that represent an increase in stability (for example
settling, vegetative changes, deposition along the banks, or 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. Bank height ratio shall not exceed 1.2, and the entrenchment ratio shall be no less than 2.2
within restored riffle cross sections.
Digital images will be used to subjectively evaluate channel aggradation or degradation, bank
erosion, success of riparian vegetation, and effectiveness of erosion control measures.
Longitudinal images should not indicate the development of bars within the channel or an
excessive increase in channel depth. Lateral images should not indicate excessive erosion or
continuing degradation of the banks over time. A series of images over time should indicate
successional maturation of riparian vegetation.
Green Mesa 3 Baseline Monitoring Report
Mitigation Site March 2024

1.3.2 Vegetation Success Criteria
Specific and measurable success criteria for plant density within the riparian buffers on the Project
will follow IRT Guidance. The interim measures of vegetative success for the Project will be the
survival of at least 320 planted three-year old trees per acre at the end of Year 3, 260 five-year old
trees at 7 feet in height at the end of Year 5, and the final vegetative success criteria will be 210
trees per acre with an average height of 10 feet at the end of Year 7. Volunteer trees will be
counted, identified to species, and included in the yearly monitoring reports, but will not be
counted towards the success criteria of total planted stems. Moreover, any single species can only
account for up to 50 percent of the required number of stems within any vegetation plot. Any
stems in excess of 50 percent will be shown in the monitoring table but will not be used to
demonstrate success.
1.4 Project Components
Through stream restoration, enhancement, and preservation, the Project presents 9,164 LF of
proposed stream, generating 3,352 Warm Stream Mitigation Units (SMU) (Table 1).
Table 1. Summary of Mitigation Plan Stream Credits
Existing
As -Built
Mitigationitigation
Reach
MType
Proposed Stationing
SMUs
Length (LF)
Length (LF)
Ratio
FFI-A
Enhancement11
1+54
to
11+47
993
993
2.5:1
397
FF1-B
Enhancement III
11+47
to
20+69
922
922
5.0:1
184
FFl-C
Enhancement 11(3)
0+50
to
3+78
328
328
3.0:1
109
FFl-C
Enhancement II (3)
4+21
to
6+88
267
267
3.0:1
89
FFl-C
Enhancement 11 (3)
7+29
to
8+28
99
99
3.0:1
33
FF2
Preservation
1+29
to
7+31
602
602
10.0:1
60
FF3
Enhancement III (7.5)
0+44
to
12+23
1,179
1,179
7.5:1
157
FF3
Enhancement Ili (7.5)
12+80
to
20+44
764
764
7.5:1
102
FF4-A
Enhancement I
0+53
to
5+27
474
474
1.5:1
316
FF4-B
Restoration
6+59
to
11+03
375
444
1.0:1
444
FFl-D
Restoration
12+04
to
13+47
147
143
LOA
143
FFl-D
Restoration
14+20
to
18+20
416
400
LOA
400
FFl-D
Restoration
18+56
to
21+54
331
298
LOA
298
FFl-D
Restoration
22+27
to
27+77
558
550
LOA
550
FF1-E
Enhancement 11
28+54
to
29+13
59
59
2.5:1
24
FF5-A
Enhancement TII (7.5)
0+65
to
14+83
1,418
1,418
7.5:1
189
FF5-A
Enhancement Ili (7.5)
15+60
to
17+28
168
168
7.5:1
22
FF5-B
Restoration
17+61
to
18+17
45
56
LOA
56
Total
9,145
9,164
3,573
Credit Loss in Required Buffer
-404
Credit Gain for Additional Buffer
183
Total Adjusted SMWs 3,352
SMUs are adjusted in accordance with Section XI(Q- "Wilmington District Stream Buffer Credit Calculator", supplied to
Providers in January 2027, from the USA CE.
1.5 Stream Mitigation Design/Approach
The detailed treatment plan and design approach was as follows:
Reach FF1-A - This reach begins on the southwest end of the project. Sparse woodland was
located on the left bank, and actively managed pasture was just outside of the wood line.
Green Mesa 4 Baseline Monitoring Report
Mitigation Site March 2024

Enhancement activities included improving habitat through riparian buffer planting and livestock
exclusion. While there were areas for spot stabilization, this was the best approach based on the
amount of bedrock in this reach. Moreover, this reach now has riparian buffers wider than the 50-
foot minimum and up to 125-feet in some places.
Reach FF1-B - This reach begins on the southwest end of the project from FF1-A and flows east
to an impoundment. Enhancement activities included improving habitat through supplemental
planting, protection of fringe wetlands, and livestock exclusion. Moreover, this reach now has
riparian buffers wider than the 50-foot minimum, and up to 150-feet in some places.
Reach FF1-C — This reach begins downstream of the impoundment that FF1-13 flows into. This
reach flows north to FF1-D. This reach is broken up into multiple sections due to the presence of
a powerline easement and a preexisting agricultural crossing. Actively managed pasture was
located adjacent to the reach. Enhancement activities included improving habitat through buffer
plantings and livestock exclusion fencing. Light bank grading and buffer re-establishment was
also conducted along this reach. There is a large stone wall intact on this reach that remained in
place. The restoration of the riparian areas and buffers along this reach now filter runoff from
adjacent pasture, reduce sediment loads, and provide wildlife corridors throughout the Project
area.
Reach FF1-D - This reach begins on the north end of the project, just downstream of Baptist
Church Road and Reach FF4-B. Actively managed pasture was previously located adjacent to the
reach. Restoration activities included constructing a new channel within the natural valley with
appropriate dimensions and pattern and backfilling the abandoned channel. In -stream structures
such as constructed riffles, brush toes, boulder riffles, and j-hooks were installed for stability and
to improve habitat. Habitat was further improved through buffer plantings, livestock exclusion,
and invasive species treatment. Buffer mitigation activities have improved riparian areas that will
filter runoff from adjacent pastures, thereby reducing nutrient and sediment loads to the channel.
There are four easement breaks along this reach to account for crossings associated with a Duke
Power transmission line and a telephone line. The riparian buffer is less than the minimum 50-feet
due in some locations due to the presence of the aforementioned utility lines and their rights -of -
way. However, there are also portions of the buffer that exceed the minimum 50-feet and reach
up to 125-feet in width in some areas.
Reach FF1-E - Reach FF1-E is the last segment of Reach FF1 on the Project. The left bank was
pasture and the right bank is wooded. This reach for the Project ends at the property boundary.
Enhancement activities included improving habitat through riparian buffer planting and livestock
exclusion.
Reach FF2 - This reach begins on the south end of the project and flows north to FF1-B. Dense
woodland is located adjacent to the bedrock -controlled reach. Preservation activities included
improving habitat through livestock exclusion fencing. The livestock exclusion fencing provides
wildlife corridors throughout the Project area and removed livestock access to the riparian areas.
Green Mesa 5 Baseline Monitoring Report
Mitigation Site March 2024

Moreover, this reach now has riparian buffers wider than the 50-foot minimum, and up to 75-feet
in some places.
Reach FF3 - This reach begins on the south end of the project and flows north to the pond
impoundment on site. Enhancement activities included improving habitat through livestock
exclusion, invasive species treatment, and supplemental buffer planting. The downstream section
of this reach is now enhancing wetland areas, but no credit for wetlands is being claimed. The
livestock exclusion fencing provides wildlife corridors throughout the Project area and removed
livestock access to the riparian areas. Moreover, this reach now has riparian buffers wider than the
50-foot minimum, up to 150-feet in some places.
Reach FF4-A — This reach begins on the west end of the project, and flows southeast to FF4-B.
Actively managed pasture was previously on both sides of the reach. Enhancement activities
included improving habitat through livestock exclusion, buffer plantings, and the installation of
in -stream structures such as log sills and brush toes. Additional enhancement activities included
constructing a floodplain bench along the right bank and laying back the left bank at the upstream
end of the reach. Moreover, this reach exceeds the 50-foot minimum buffer requirement on the
left bank.
Reach FF4-113 - This reach begins on the west end of the project at a power line easement break
just downstream of reach FF4-A and flows east to Baptist Church Road. Actively managed pasture
was present on both sides of the reach. Restoration activities included constructing a new channel
within the natural valley with appropriate dimensions, pattern and backfilling the abandoned
channel. Native bed material was harvested where possible. In -stream structures such as
constructed riffles, brush toes, boulder riffles, and j-hooks were installed for stability and to
improve habitat. Habitat was further improved through buffer plantings and livestock exclusion.
Buffer activities included improving riparian areas that filter runoff from adjacent pastures, thereby
reducing nutrient and sediment loads to the channel. Moreover, portions of this reach now have
riparian buffers wider than the 50-foot minimum, up to 125-feet in some places.
Reach FF5-A -This reach begins on the southeast end of the project and flows north to FF1-D.
Woodland and actively managed pasture was previously located adjacent to the reach.
Enhancement activities included improving habitat through livestock exclusion, supplemental
planting and nuisance/invasive species treatment including the removal of approximately 90
percent of the black walnut stems, this area will be replanted using species tolerant of black
walnut. Moreover, this reach will have riparian buffers wider than the 50-foot minimum. Moreover,
this reach now has riparian buffers wider than the 50-foot minimum.
Reach FF5-113- This reach begins on the southeast end of the project and flows north to FF1-D.
Woodland and actively managed pasture were previously located adjacent to the reach.
Restoration activities included constructing a new channel within the natural valley with
appropriate dimensions pattern and backfilling the abandoned channel. Habitat was further
improved through buffer plantings and livestock exclusion. Buffer replanting has improved
Green Mesa 6 Baseline Monitoring Report
Mitigation Site March 2024

riparian areas that will filter runoff from adjacent pastures, thereby reducing nutrient and sediment
loads to the channel.
1.6 Construction and As -Built Conditions
Stream construction was completed in December 2023 and planting was also completed in
December 2023. The Green Mesa Mitigation Site was built to design plans and guidelines except
for a few changes. The stone toe immediately downstream of the culvert on FF1-D was substituted
due to bedrock constraint however a rock sill was added slightly downstream to match the
upstream culvert invert. On FF1-D a log J-hook at approximately 17+40 was replaced with a rock
J-hook based on site conditions, similarly a 23+00 another log j-hook was replaced with a rock j-
hook and a flood plain vernal pool was added along with a tied in outlet to provide flood control
and subsequently increase habitat area on site. At station 8+00 on FF4-B a log J-hook was replaced
with a rock J-hook based on site conditions along with an additional log vane with attached rock
sill. Immediately following constructions completion several large storm events impacted the
project area, while much of the site remained stable the riffle at station 8+50 on FF1-B was
repaired on 2/27/2024. During QAQC of the Final Design RES determined that the impoundment
on FF1 does not allow the FF1-B and FF3 watersheds to significantly contribute to storm flow. The
outlet structures for this impoundment control all storms up to the 500+ year storm and discharge
them through a 24" pipe. Based on this RES reduced the cross sectional area of the nested channel
to convey a smaller bankfull flow. However to ensure the channel would remain stable if the
impoundment is ever removed RES provided an additional break in the floodplain grading to act
as a new bankfull channel in the event that the pond is removed or breaches in the future. As
vegetation continues to establish, the project is expected to increasingly stabilize. Further minor
changes occurred throughout construction of the project, however no significant changes to
design occurred. Minor monitoring device location changes were made during as -built
installation; however, the quantities remained as proposed in the Final Mitigation Plan. All
construction and design changes can be found in the record drawings (Appendix E).
1.7 Baseline Monitoring Performance (MYo)
The Green Mesa baseline monitoring activities were performed in January 2024. All baseline
monitoring data is present below and in the appendices. The Project is on track to meeting
vegetation and stream interim success criteria.
1.7.1 Vegetation
Setup and monitoring of ten fixed vegetation plots and three random vegetation plots was
completed after planting and stream construction on January 18t", 2023. MYO monitoring data
indicates that all plots are exceeding the interim success criteria of 320 planted stems per acre.
Planted stem densities ranged from 526 to 971 planted stems per acre with a mean of 719 planted
stems per acre across all plots. A total of nine planted species were documented within the plots.
Additional volunteer species were noted at baseline monitoring and are expected to further
establish in upcoming years. The average stem height in the plots was 1.5 feet. Data from the
vegetation monitoring plots is in Appendix C, associated photos are in Appendix B, and plot
Green Mesa 7 Baseline Monitoring Report
Mitigation Site March 2024

locations are in Appendix B. Visual assessment of vegetation outside of the monitoring plots
indicates that the herbaceous vegetation is becoming well established throughout the project.
The easement area around FF5-A has been treated for Black walnut (Juglans nigra) stems to reduce
allelopathic inputs in this section. RES did not want to risk destabilizing a relatively stable system
by bringing in equipment to treat —6" DBH stems. To retain bank stability and reduce triggering
active erosion on this reach; RES opted to treat (hack & squirt, cut stump) these larger trees and
to wait until winter 2024 to supplementally replant in the affected areas. Vegetation plot nine was
moved to FF1-D since the FF5-A easement block has not supplementally been planted yet. We
will conduct random vegetation monitoring plots in this area through subsequent monitoring
years to ensure vegetative succession of planted stems is meeting monitoring standards.
1.7.2 Stream Geomorphology
A total of eight cross sections were installed and geomorphology data collection for MYO was
conducted on January 17t", 2024. Summary tables and cross section plots are in Appendix D.
Overall, the baseline cross sections and profile relatively match the design. The as -built conditions
show that shear stress and velocities have been reduced for the restoration reach. The reach was
designed as a gravel/cobble channel and remains classified as a gravel/cobble channel post -
construction.
Visual assessment of the stream channel was performed to document signs of instability, such as
eroding banks, structural instability, or excessive sedimentation. The channel is transporting
sediment as designed and will continue to be monitored for aggradation and degradation.
1.7.3 Stream Hydrology
Two stage recorders were installed on January 17t", 2024, to document bankfull events along FF1-
D and FF4-B. Stream hydrology data will be included in the Monitoring Year 1 Report in this
section and in the appendices. The gauge locations can be found on Figure 2 while associated
photos are in Appendix B.
2 METHODS
Stream cross section monitoring was conducted using a Topcon GTS-312 Total Station. Three-
dimensional coordinates associated with cross-section data were collected in the field (NAD83
State Plane feet FIPS 3200). Morphological data were collected at eight cross -sections. Survey data
were imported into CAD, ArcGIS0, and Microsoft Excel for data processing and analysis.
The stage recorders and flow gauges documenting stream hydrology include an automatic
pressure transducer placed in PVC casing in a pool. The elevation of the bed and top of bank at
each stage recorder are used to detect bankfull events.
Vegetation success is being monitored at ten fixed monitoring plots and three random monitoring
plots. 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
Green Mesa 8 Baseline Monitoring Report
Mitigation Site March 2024

species. Data are processed using the CVS data entry tool. In the field, the four corners of each
plot were permanently marked with PVC at the origin and metal conduit at the other corners.
Photos of each plot are taken from the origin each monitoring year. The random plot data are
collected in locations where there are no permanent vegetation plots. Random plots are typically
collected in the form of 100 square meter belt transects with variable dimensions. Tree species
and height are recorded for each planted stem and the transects are mapped, and new locations
will be monitored in subsequent years.
3 REFERENCES
Griffith, G.E., J.M.Omernik, J.A. Comstock, M.P. Schafale, W.H.McNab, D.R.Lenat, T.F.MacPherson,
J.B. Glover, and V.B. Shelburne. (2002). Ecoregions of North Carolina and South Carolina, (color
Poster with map, descriptive text, summary tables, and photographs): Reston, Virginia, U.S.
Geological Survey (map scale 1:1,500,000).
Lee Michael T., Peet Robert K., Roberts Steven D., and Wentworth Thomas R., 2008. CVS-EEP
Protocol for Recording Vegetation Level. Version 4.2
North Carolina Ecosystem Enhancement Program (NCEEP). "Upper Yadkin Pee -Dee River Basin
Restoration Priorities 2009.".
Peet, R.K., Wentworth, T.S., and White, P.S. (1998), A flexible, multipurpose method for recording
vegetation composition and structure. Castanea 63:262-274
Resource Environmental Solutions (2019). Green Mesa Final Mitigation Plan.
Schafale, M.P. 2012. Guide to the Natural Communities of North Carolina, Fourth Approximation.
North Carolina Natural Heritage Program, Division of Parks and Recreation, NCDENR, Raleigh, NC.
USACE. (2016). Wilmington District Stream and Wetland Compensatory Mitigation Update. NC:
Interagency Review Team (IRT).
Green Mesa 9 Baseline Monitoring Report
Mitigation Site March 2024

Appendix A
Background Information

Table 2. Project Activity and Reporting History
Green Mesa Mitigation Project
Elapsed Time Since grading complete: 4 months
Elapsed Time Since planting complete: 4 months
Number of reporting Years': 0
Activity or Deliverable
Data Collection
Complete
Completion or
Delivery
Restoration Plan
NA
Jun-19
Final Design — Construction Plans
NA
Mar-23
Stream Construction
NA
Dec-23
Initial bare root and live stake plantings
NA
Dec-23
Stream Repair FF1-B
NA
Feb-24
As -built (Year 0 Monitoring — baseline)
Cross sections Jan-24
Veg plots Jan-24
Mar-24
Year 1 Monitoring
Year 2 Monitoring
Year 3 Monitoring
Year 4 Monitoring
Year 5 Monitoring
Year 6 Monitoring
Year 7 Monitoring
1 = The number of reports or data points produced excluding the baseline

Table 3. Project Contacts Table
Green Mesa Mitigation Project
Designer
RES, LLC / 3600 Glenwood Ave, Suite 100, Raleigh, NC 27612
Primary project design POC
Frasier Mullen
Construction Contractor
RES, LLC / 3600 Glenwood Ave, Suite 100, Raleigh, NC 27612
Construction contractor POC
Paul Dunn
Survey Contractor
RES, LLC / 3600 Glenwood Ave, Suite 100, Raleigh, NC 27612
Survey contractor POC
David Turner, PLS
Planting Contractor
Shenandoah Habitats
Planting contractor POC
Will Skinner
Seeding Contractor
RES, LLC / 3600 Glenwood Ave, Suite 100, Raleigh, NC 27612
Contractor point of contact
Paul Dunn
Seed Mix Sources
Green Resource
Nursery Stock Suppliers
Shenandoah Habitats
Monitoring Performers
RES, LLC / 401 Charles Avenue, Charlotte, NC 28205
Monitoring POC
Daniel Dixon [phone]

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I
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s
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Legend Lenoir
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LL Recorded Easement Morganton
t
Service Area 03040101 Green Mesa Salisbury
Site
^ 14-Digit HUC - 03040101130010 Mooresville
$ N
Figure 1 - Service Area and Vicinity Map Date: 3/13/2024
W E
Drawn by: MDE pres
s Green Mesa Mitigation Site Checked by: MGB rc CORPORATE 165T5WEfir LOOKS M.
0 1,000 2,000 SOREW OELAIRE,UIMI
Yadkin County, North Carolina 1:24,000 P.wMww.RES.USxes.ua
Feet

Appendix B
Visual Assessment Data

r•
,
ti ram.pres
CORPORATE iL SOUlH,
SURE ]00, 0, BEL LLAI ETX
77 ]]d01 20.540
_ WYhV.RES.US
h
i } S
0 150 300
�' �a • •� Feet
Figure 2. MYO CCPV
Green Mesa
�- Mitigation Project
Yadkin County, North Carolina
r Date: 3/12/2024 Drawn by: DGD
Checked by: RTM 1:3,500
Legend
Recorded Easement (32.461
�sq acres)
Easement
t Fixed Vegetation Plot
t (Stems >320 acres)
d�
f _ , Random Vegetation Plot
(stems>320/acre)
Structures
Stream Mitigation Approach
i Restoration
Enhancement 1 (1.5:1)
R'+' . • Enhancement 11 (2.5:1)
., '. Enhancement 11 (3:1)
" ` 1 Enhancement Ill (5:1)
4 -
Enhancement III (7.5:1)
Preservation
Pre -Construction Top of
� Bank ;� �t� •� �,
* As -Built Top of Bank
X--C As -Built Fencing
" 1•r'r. b Cross Sections
f`t.�'•�''© Repaired Riffle
�• �y �y,' � i..r��t � E � Ambient
Stage Recorder

Green Mesa MYO Vegetation Monitoring Plot Photos
~ ` |
Vegetation Plot 1 (01/18/2024)
Vegetation Plot 3 (01/18/2024)
Vegetation Plot 5 ()1/18/2024)
Vegetation Plot 2(01/18/2U24)
Vegetation Plot (01/18/2024)
Vegetation Plot 6 (01/18/2024)

Vegetation Plot 7 (01/18/2024)
Vegetation Plot 9 (01/18/2024)
Random Vegetation Plot 1 (01/18/2024)
Vegetation Plot 8 (01/18/2024)
Vegetation Plot 10 (01/18/2024)
Random Vegetation Plot 2 (01/18/2024)

Random Vegetation Plot 3 (01/18/2024)

Green Mesa Monitoring Device Photos
�r-
:...ha.r firyy
K4Ol
Green Mesa Ambient (1/18/2024)
IIWALIO�i,4
FF4-B Stage Recorder (1/18/2024)
FF1 Stage Recorder (1/18/2024)

Green Mesa General Photos
Culvert Crossing FF4 US (01/18/2024) Culvert Crossing FF4 DS (01/18/2024)

Appendix C
Vegetation Plot Data

Appendix C. Vegetation Plot Data
Table 4. Planted Species Summary
Common Name
Species
Planting Composition %
Planted Amount
American Sycamore
Platanus occidentalis
10%
2000
River Birch
Betula nigra
15%
850
Black Gum
Nysso biflora
5%
850
Water Oak
Quercus nigra
15%
3000
Willow Oak
Quercus phellos
15%
850
Northern Red Oak
Quercus rubra
10%
2000
Elderberry
Sambucus conadensis
5%
1000
Green Ash
Fraxinus Pennsylvania
5%
2000
Persimmon
Diospyros Virginiana
10%
1000
Tulip Poplar
briodendron tulipifera
10%
2000
Total
19,550
Planted Areal
24.12
As -Built Planted Stems/Acrel
811
Percent Planting
Live Stakes
Planted Stems
Composition
Black Willow
60%
4,550
Silky Dogwood
40%
3,050

Appendix C. Vegetation Plot Data
Table 5. Vegetation Plot Mitigation Success Summary
Plot #
Planted
Stems/Acre
Volunteers
Stems/Acre
Total
Stems/Acre
Success
Criteria
Met?
Average
Stem Height
(ft)
1
850
0
850
Yes
1.4
2
890
0
890
Yes
1.7
3
971
0
971
Yes
1.4
4
769
0
769
Yes
1.4
5
769
0
769
Yes
1.9
6
728
0
728
Yes
1.2
7
769
0
769
Yes
1.3
8
850
0
850
Yes
1.1
9
526
0
526
Yes
2.1
10
526
0
526
Yes
1.4
R1
607
0
607
Yes
1.5
R2
526
0
526
Yes
1.5
R3
567
0
567
Yes
2.2
Project Avg
719
0
765
Yes
1.5

Appendix C. Vegetation Plot Data
Table 6. Stem Count Total and Planted by Plot Species
Green Mesa Mitigation Bank
Current Plot Data (MYO 2024)
Scientific Name
Common Name
Species Type
100151-01-0001
100151-01-0002
100151-01-0003
100151-01-0004
100151-01-0005
100151-01-0006
100151-01-0007
100151-01-0008
100151-01-0009
100151-01-0010
Pnol-S
P-all
T
Pnol-S
P-all
T
Pnol-S
P-all
T
PnoLS
P-all
T
Pnol-S
P-all
T
Pnol-S
P-all
T
Pnol-S
P-all
T
PnoLS
P-all
T
Pnol-S
P-all
T
Pnol-S
P-all
T
Betula nigra
river birch
Tree
5
5
5
2
2
2
3
3
3
2
2
2
1
1
1
2
2
2
3
3
3
2
2
2
2
2
2
Diospyros virginiana
common persimmon
Tree
2
2
2
2
2
2
1
1
1
1
1
1
4
4
4
Fraxinus pennsylvanica
green ash
Tree
3
3
3
4
4
4
1
1
1
2
2
2
1
1
11
4
4
4
1
1
1
Liriodendron tulipifera
tuliptree
Tree
5
5
51
2
21
2
61
6
61
2
2
21
41
4
41
5
5
5
1
11
1
11
1
1
Platanus occidentalis
American sycamore
Tree
3
3
3
2
2
2
4
4
4
3
3
3
4
4
4
3
3
3
2
2
2
3
3
3
8
8
8
3
3
3
Quercus nigra
water oak
Tree
5
5
5
5
5
5
1
1
1
5
5
5
1
1
1
3
3
3
3
3
3
2
2
2
1
1
1
2
2
2
Quercus phellos
willow oak
Tree
3
3
3
3
3
3
4
4
4
3
3
3
5
5
5
3
3
3
4
4
4
4
4
4
Quercus rubra
northern red oak
Tree
2
2
2
1
1
1
7
7
7
2
2
2
4
4
4
2
2
2
3
3
3
1
1
1
Sambucus canadensis
Common Elderberry
Shrub
I
I
I
1
1
1
1
Stem count
size (ares)
size (ACRES)
Species count
Stems per ACRE
21
21
21
22
221
22
241
241
24
19
191
19
191
191
19
181
181
18
19
19
19
211
211
21
131
131
13
13
13
13
1
1
1
1
1
1
1
1
1
1
0.02
0.02
0.02
0.02
0.02
0.02
0.02
0.02
1 0.02
0.02
61
61
6
71
7
7
6
6
6
7
7
7
7
7
7
7
7
7
7
7
7
8
8
8
5
5
5
6
6
6
850
850
850
890
890
890
971
971
971
769
769
769
769
769
769
728
728
728
769
769
769
850
8501
8501
5261
526
526
5261
5261
526
Current Plot Data (MYO 2024)
Annual Means
Scientific Name
Common Name
Species Type
RVP1
RVP2
RVP3
MYO (2024)
Pnol-S
P-all
T
Pnol-S
P-all
T
Pnol-S
P-all
T
Pnol-S
P-all
T
Betula nigra
river birch
Tree
5
5
5
4
4
4
4
4
4
35
35
35
Diospyros virginiana
common persimmon
Tree
10
10
10
Fraxinus pennsylvanica
green ash
Tree
16
16
16
Liriodendron tulipifera
tuliptree
Tree
1
1
11
5
5
5
32
32
32
Platanus occidentalis
American sycamore
Tree
1
1
1
3
3
3
2
2
2
41
41
41
Quercus nigra
water oak
Tree
3
3
3
2
2
2
33
33
33
Quercus phellos
willow oak
Tree
1
1
1
1
1
1
31
31
31
Quercus rubra
northern red oak
Tree
3
3
3
2
2
2
2
2
2
29
29
29
Sambucus canadensis
Common Elderberry
Shrub
2
2
2
1
1
1
4
4
4
Stem count
size (ares)
size (ACRES)
Species count
Stems per ACRE
15
151
15
131
13
13
14
141
14
2311
231
231
1
1
1
13
0.02
0.02
0.02
0.32
6
6
6
61
61
6
5
51
51
91
91
9
6071
6071
6071
5261
5261
526
567
5671
5671
7191
7191
719

Appendix D
Stream Measurement and
Geomorphology Data

Table 8: Baseline Stream Data Summary
Green Mesa FF4-A
Parameter
Pre -Existing Condition (applicable)
Design
Monitoring
Baseline (MYO)
Riffle Only
Min
Mean
Med
Max
n
Min
Max
Min
Max
n
BF Cross Sectional Area (ft2)
---
---
15.3
---
1
---
13.3
1
BF Width (ft)
---
---
11.8
---
1
---
9.8
1
BF Mean Depth (ft)
---
---
1.3
---
1
---
---
---
BF Max Depth (ft)
---
---
2.4
---
1
---
2.0
1
Width/Depth Ratio
---
---
9•1
---
1
---
---
1
Floodprone Width (ft)
---
---
>30
---
1
---
40.9
---
Entrenchment Ratio
---
---
2.5
---
1
---
4.2
1
Bank Height Ratio
---
1.4
1
---
1.0
1
Max part size (mm) mobilized at bankfull
Rosgen Classification
E4
---
Bankfull Discharge (cfs)
Sinuosity (ft)
1.06
---
Water Surface Slope (Channel) (ft/ft)
Other

Table 8: Baseline Stream Data Summary
Green Mesa FF4-B
Parameter
Pre -Existing Condition (applicable)
Design
Monitoring
Baseline (MYO)
Riffle Only
Min
Mean
Med
Max
n
Min
Max
Min
Max
n
BF Cross Sectional Area (ft2)
13.5
20.3
20.3
27.2
1
---
15.0
---
11.5
1
BF Width (ft)
25.2
27.6
27.6
30.0
1
---
15.5
---
19.5
1
BF Mean Depth (ft)
1.0
1.7
1.7
2.5
1
---
1.0
---
---
---
BF Max Depth (ft)
1.9
2.7
2.7
3.5
1
---
1.6
---
1.3
1
Width/Depth Ratio
26.3
30.3
30.3
34.2
1
---
15.0
---
---
Floodprone Width (ft)
5.3
16.7
16.7
28.0
1
---
>30
---
52
1
Entrenchment Ratio
1.1
1.5
1.5
1.9
1
---
>4
---
2.6
1
Bank Height Ratio
1.3
1.7
1.7
2.1
1
1.2
---
1.0
1
Max part size (mm) mobilized at bankfull
Rosgen Classification
E4
---
---
Bankfull Discharge (cfs)
Sinuosity (ft)
1.07
---
---
Water Surface Slope (Channel) (ft/ft)
Other

Table 8: Baseline Stream Data Summary
Green Mesa FF1-C
Parameter
Pre -Existing Condition (applicable)
Design
Monitoring
Baseline (MYO)
Riffle Only
Min
Mean
Med
Max
n
Min
Max
Min
Max
n
BF Cross Sectional Area (ft2)
8.2
1
18.5
1
BF Width (ft)
---
1
15.4
1
BF Mean Depth (ft)
1•9
1
---
---
BF Max Depth (ft)
2.5
1
1.8
1
Width/Depth Ratio
15.5
1
---
--
Floodprone Width (ft)
4.3
1
53
1
Entrenchment Ratio
-
1
3.4
1
Bank Height Ratio
1.3
1
1.0
1
Max part size (mm) mobilized at bankfull
Rosgen Classification
E4
C5
Bankfull Discharge (cfs)
Sinuosity (ft)
1.07
1.09
Water Surface Slope (Channel) (ft/ft)
Other

Table 8: Baseline Stream Data Summary
Green Mesa FF1-D
Parameter
Pre -Existing Condition (applicable)
Design (Downstream End)
Monitoring
Baseline (MYO)
Riffle Only
Min
Mean
Med
Max
n
Min
Max
Min
Max
n
BF Cross Sectional Area (ft2)
8.2
1
30.0
10.1
1
BF Width (ft)
---
1
23.2
11.4
1
BF Mean Depth (ft)
1.9
1
1.3
---
---
BF Max Depth (ft)
2.5
1
2.1
1.4
1
Width/Depth Ratio
15.5
1
17.0
---
1
Floodprone Width (ft)
4.3
1
>30
50.6
---
Entrenchment Ratio
--
1
>4
4.5
1
Bank Height Ratio
1.3
1
1.2
1.0
1
Max part size (mm) mobilized at bankfull
Rosgen Classification
E4
Bankfull Discharge (cfs)
Sinuosity (ft)
1.07
Water Surface Slope (Channel) (ft/ft)
Other

Appendix A Table 9 - Monitoring Data - Dimensional Morphology Summary (Dimensional Parameters - Cross Sections)
Project Name/Number: Green Mesa SAW-2017-01466
Cross Section 1 (Riffle)
Cross Section 2 (Pool)
Cross Section 3 (Riffle)
Cross Section 4 (Pool)
Cross Section 5 (Riffle)
Base
MY1
MY2
MY3
MY5
MY7
MY+
Base
MY1
MY2
MY3
MY5
MY7
MY+
Base
MYl
MY2
MY3
MY5
MY7
MY+
Base
MY1
MY2
MY3
MY5
MY7
MY+
Base
MYl
MY2
MY3
MY5
MY7
MY+
Bankfull Elevation (ft) - Based on AB-XSA'
922.73
921.83
917.4
917.4
911.4
Bankfull Width (ft)'
9.9
1 ---
14.5
---
15.4
Floodprone Width (ft)i
40.9
1
1
1
---
51.5
1
---
1
53
Bankfull Max Depth (ft)2
2.1
2.2
1.1
2.1
1.8
Low Bank Elevation (ft)
922.73
921.83
917.4
917.4
911.4
Bankfull Cross Sectional Area (ft2)2
14.6
12.6
8.5
15.0
18.5
Bankfull Entrenchment Ratio 1
4.1
---
3.6
---
3.4
Bankfull Bank Height Ratio'
1.0
1
1
1.0
1.0
Cross Section 6 (Pool)
Cross Section 7 (Pool)
Cross Section 8 (Riffle)
Base
MY
MY2
MY3
MY5
MY7
MY+
Base
MY]
MY2
MY3
MY5
MY7
MY+
Base
MY1
MY2
MY3
MY5
MY7
MY+
Bankfull Elevation (ft) -Based on AB-XSA'
910.5
907.8
907.76
Bankfull Width (ft)'
---
---
16.4
Floodprone Width (ft)i
---
---
50.6
Bankfull Max Depth (ft)2
1.8
2.4
1.6
Low Bank Elevation (ft)
910.5
907.8
907.72
Bankfull Cross Sectional Area (f �)2
14.9
18.1
13.2
Bankfull Entrenchment Ratio I
---
---
3.1
Bankfull Bank Height Ratio
---
--
1.0

Upstream
e
M �1"c
x
6
�Y
Downstream
Green Mesa- Reach FF4-A - Cross Section 1 - Riffle - Enhancement 1
927
926
925
924
c
0
> 923
—
—
—
—
—
—
—
—
—
—
—
—
— —
922
921
920
0 3 6 9 12 15 18 21 24 27 30 33 36 39 42 45 48
Distance (ft)
MYO 2024 — — — Approx. Bankfull Floodprone Area • • • • Low Bank Elevation
3X Vertical Exaggeration
Cross Section 1 (Riffle)
MYO
MY1
MY2
MY3
MY5
MY7
MY+
Bankfull Elevation (ft) - Based on ABASA
922.73
Bankfull Width (ft)'
9.9
Floodprone Width (ft)'
40.9
Bankfull Max Depth (ft)2
2.1
Low Bank Elevation (ft)
922.73
Bankfull Cross Sectional Area (ft2)2
14.6
Bankfull Entrenchment Ratio'
4.1
Bankfull Bank Height Ratioll
1.0
1 - Uses the as -built cross sectional area as the basis for adjusting each subsequent years bankfull elevation
2 - Uses the current years low top of bank as the basis for adjusting each subsequent years bankfull elevation

Upstream
Downstream
Green Mesa - Reach FF4-A - Cross Section 2 - Pool - Enhancement 1
929
928
927
926
925
c
° 924
cc
923
w
922
921
.100
— —
— —
— —
— —
— —
—
920
919
0 3 6 9 12 15 18 21 24 27 30 33 36 39 42 45 48
Distance (ft)
MYO 2024 . . . Approx. Bankfull
3X Vertical Exaggeration
Cross Section 2 (Pool)
MYO
MYl
MY2
MY3
MY5
MY7
MY+
tBankUWHIvation (ft) - Based on ABASA'
921.83
Bankfull Width (ft)'
---
Floodprone Width ft 1
---
Bankfull Max Depth (ft)2
2.2
Low Bank Elevation ft
921.83
Bankfull Cross Sectional Area itZ z
12.6
Bankfull Entrenchment Ratio'
---
Bankfull Bank Height Ratio'
---
1 - Uses the as -built cross sectional area as the basis for adjusting each subsequent years bankfull elevation
2 - Uses the current years low top of bank as the basis for adjusting each subsequent years bankfull elevation

Upstream
Downstream
Green Mesa - Reach FF4-13 - Cross Section 3 - Riffle - Restoration
920
919
c
° 918
w
917
916
0 3 6 9 12 15 18 21 24 27 30 33 36 39 42 45 48
Distance (ft)
MYO 2024 — — -Approx. Bankfull Floodprone Area .... Low Bank Elevation
3X Vertical Exaggeration
Cross Section 3 (Riffle)
MYO
MYl
MY2
MY3
MY5
MY7
MY+
Bankfull Elevation (ft) - Based on ABASA'
917.61
Bankfull Width ft'
19.5
Floodprone Width (ft)'
52
Bankfull Max Depth ft 2
1.3
Low Bank Elevation ft
917.61
Bankfull Cross Sectional Area ft2 2
11.5
Bankfull Entrenchment Ratio'
2.6
Bankfull Bank Height Ratio'
1.0
1 - Uses the as -built cross sectional area as the basis for adjusting each subsequent years bankfull elevation
2 - Uses the current years low top of bank as the basis for adjusting each subsequent years bankfull elevation

920
919
918
0
917
w
916
915
Upstream
Downstream
Green Mesa - Reach FF4-B - Cross Section 4 - Pool - Restoration
0 3 6 9 12 15 18 21 24 27 30 33 36 39 42 45 48
Distance (ft)
MYO 2024 . . . Approx. Bankfull
3X Vertical Exaggeration
Cross Section 4 (Pool)
MYO
MYl
MY2
MY3
MY5
MY7
MY+
Bankfull Elevation (ft) - Based on ABAXSA'
917.40
Bankfull Width ft'
---
Flood rove Width ft'
---
Bankfull Max Depth (ft)2
2.1
Low Bank Elevation Lft
917.40
Bankfull Cross Sectional Area ftZ 2
15.0
Bankfull Entrenchment Ratio'
---
Bankfull Bank Height Ratio'
I ---
1 - Uses the as -built cross sectional area as the basis for adjusting each subsequent years bankfull elevation
2 - Uses the current years low top of bank as the basis for adjusting each subsequent years bankfull elevation

Upstream
Downstream
Green Mesa - Reach FF1-C - Cross Section 5 - Riffle - Restoration
913.5
913
912.5
912
911
a>
w 910.5
910
909.5
909
0
3 6 9 12 15 18 21 24 27 30 33 36 39 42 45 48
Distance (ft)
MYO 2024 — — — Approx. Bankfull Floodprone Area • • • • Low Bank Elevation
Irtical
` Exaggeration
Cross Section 5 (Riffle)
MYO
MYl
MY2
MY3
MY5
MY7
MY+
Bankfull Elevation (ft) - Based on ABASA'
911.41
Bankfull Width ft'
15.4
Floodprone Width ft'
53
Bankfull Max Depth (ft)2
1.8
Low Bank Elevation 11
911.41
Bankfull Cross Sectional Area (fC)2
18.5
Bankfull Entrenchment Ratio'
3.4
Bankfull Bank Height Ratio'
1.0
1 - Uses the as -built cross sectional area as the basis for adjusting each subsequent years bankfull elevation
2 - Uses the current years low top of bank as the basis for adjusting each subsequent years bankfull elevation

4
r O
Upstream
Downstream
Green Mesa - Reach FF1-C - Cross Section 6 - Pool - Restoration
913
912
911
c
°
-
-
-
-
-
-
-
-
-
-
- -
-
- -
m
a)
910
w
909
908
0 3 6 9 12 15 18 21 24 27 30 33 36 39 42 45 48
Distance (ft)
MYO 2024 — — — Approx. Bankf.11
3X Vertical Exaggeration
Cross Section 6 (Pool)
NO
MYl
MY2
MY3
MY5
MY7
MY+
Bankfull Elevation (ft) - Based on ABAXSA'
910.51
Bankfull Width ft'
---
Flood rove Width ft'
---
Bankfull Max Depth (ft)2
1.8
Low Bank Elevation Lft
910.51
Bankfull Cross Sectional Area (ftl)2
14.9
Bankfull Entrenchment Ratio'
---
Bankfull Bank Height Ratio'
---
1 - Uses the as -built cross sectional area as the basis for adjusting each subsequent years bankfull elevation
2 - Uses the current years low top of bank as the basis for adjusting each subsequent years bankfull elevation

Upstream
Downstream
Green Mesa - Reach FF1-C - Cross Section 7 - Pool - Restoration
910
909
908
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
c
0
.@
0 907
w
906
905
0 3 6 9 12 15 18 21 24 27 30 33 36 39 42 45 48
Distance (ft)
MYO 2024 — — — Approx. Bankfull
3X Vertical Exaggeration
6E=
Cross Section 7 (Pool)
L
MYO
MYl
MY2
MY3
MY5
MY7
MY+
Bankfull Elevation (ft) - Based on ABASA'
907.82
Bankfull Width ft'
---
Flood rove Width (ft)'
---
Bankfull Max Depth (ft)2
2.4
Low Bank Elevation ft
907.82
Bankfull Cross Sectional Area (fC)2
18.1
Bankfull Entrenchment Ratio'
---
Bankfull Bank Height Ratio'
---
1 - Uses the as -built cross sectional area as the basis for adjusting each subsequent years bankfull elevation
2 - Uses the current years low top of bank as the basis for adjusting each subsequent years bankfull elevation

Upstream
Downstream
Green Mesa - Reach FF1-C - Cross Section 8 - Riffle - Restoration
910
909
908
a') 907
w
906
905
0 3 6 9 12 15 18 21 24 27 30 33 36 39 42 45 48
Distance (ft)
MYO 2024 — — — Approx. Bankfull Floodprone Area • • • • • • Low Bank Elevation
ertical Exaggeration
Cross Section 8 (Riffle)
MYO
MYl
MY2
MY3
MY5
MY7
MY+
Bankfull Elevation (ft) - Based on ABASA'
907.51
Bankfull Width ft
11.4
Floodprone Width ft
50.6
Bankfull Max Depth (ft)2
1.4
Low Bank Elevation ft
907.51
Bankfull Cross Sectional Area ft 2
10.1
Bankfull Entrenchment Ratio'
4.5
Bankfull Bank Height Ratio'
1.0
1 - Uses the as -built cross sectional area as the basis for adjusting each subsequent years bankfull elevation
2 - Uses the current years low top of bank as the basis for adjusting each subsequent years bankfull elevation

Appendix E
As -Built Survey and Sealed Record Drawings

SK 1371 SK 1368
MOXLEY KD
SITE
SR 1370
VICINITY MAP
NTS
PROJECT DIRECTORY
DE51GNED BY:
Rf-50URCIf ENVIRONMENTAL SOLUTIONS, LLC
3000 GLENWOOD AVE, SUITE 100
RALEIGH, NC 27G 1 2
PROJECT
COORDINATES
GREEN MESA STREAM MITIGATION SITE
YADKIN COUNTY, NORTH CAROLINA
36.21216807-80.7265580
YADKIN RIVER BASIN: HUC 03040101130010
FEBRUARY 2024
RESOURCE ENVIRONMENTAL SOLUTIONS, LLC
3600 GLENWOOD AVE, SUITE 100
RALEIGH, NC 27612
A5-BUILT SURVEY BY: \�q"
DAVID 5. TURNER, PI-5
RESOURCE ENVIRONMENTAL SOLUTIONS, LLC T
3000 GLENWOOD AVE SUITE 100 �J
RALEIGH, NC 27G 1 2
'
PROJECT EX15TING CONDITIONS PLANIMETRIC5
SURVEY WAS PROVIDED BY ASCENSION LAND
SURVEYING, PC (NC FIRM LICENSE NUMBER
C-4288, CHRI5TOPHER L. COLE, NC PL5 L-5006)
U5ACE ACTION ID #: 5AW-20 1 7-01 4GG
SITE MAP
IN I �Z)
h FF I -E
FF5-A
Sheet L15t Table
Sheet Number
Sheet Title
--
COVER
51
REACH FF I -A
52
REACH FF I -A
53
LEACH FF 1 -B NO A5-BUILT
54
LEACH FF I -B NO A5-BUILT
55
LEACH FF I -C NO A5-BUILT
56
LEACH FF I -C NO A5-BUILT
57
BEACH FF I -D
58
BEACH FF I -D
59
BEACH FF I -D
510
LEACH FF2
51 1
LEACH FF3 NO A5-BUILT
5 1 2
LEACH 1`1`3 NO A5-BUILT
513
LEACH FF3
514
LEACH FF3 NO A5-BUILT
515
REACH FF4-A
51 6
BEACH FF4-B
517
LEACH FF5-A
5 1 8
LEACH FF5-A NO A5-BUILT
5 1 9
LEACH FF5-A � B
ores
3600 Glenwood
Ave, Suite 100
Raleigh, NC 27612
Main: 919.829.9909
www.res.us
Engineering Services Provided By:
RES Environmental Operating Company, LLC
License: F-1428
SEAL
Q�OFESS/p�
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PROJECT NUMBER:
100151
PROJECT MANAGER:
JWN
DESIGNED:
AFM
DRAWN:
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CHECKED:
BRC
COVER

W-9
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M IN
v
ENHANCED FORD
CROSSING
CE
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2+00 — _
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— TB — THALWEG
31---- �i_ 3+00 TB
91 —
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00
v
23
9'D
93
STONE TOE
-b
93
REACH FF I -A
ENHANCEMENT II
STA 1 +54 TO 1 0+90
CE
CE
EXISTING
STONE WALL
TO REMAIN
CE
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5+p6— TB — —
Te �
—91 � O
Qe
TB — e7 k 0
\ 946/
93 — 9g
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9
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23
_
EXISTING GRADE
ALONG STREAM
CENTERLINE
—
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SCALE: HOR 1 "=30'; VERT 1 "=3'
5+5V
'-0
955
950
940
G+00
I C/`CA IrI
CONSERVATION EASEMENT
CE
AS -BUILT CONTOUR
950
PROPOSED CONTOUR
EXISTING TOP OF BANK
— — — — TB
A5-15UILT TOP OF BANK —
— — — — TB —
AS -BUILT BOTTOM OF BANK
AS -BUILT THALWEG —
—
PROP05ED CENTERLINE
AS -BUILT BRUSH TOE PROTECTION
PROPOSED BRUSH TOE PROTECTION oomw�p
AS -BUILT STONE TOE PROTECTION to
00 M
AS -BUILT LOG STRUCTURE
PROPOSED LOG STRUCTURE Room
AS -BUILT J-HOOK rl"�
PROPOSED J-HOOK
AS -BUILT RIFFLE
PROPOSED RIFFLE p
0
CREST GAUGE
MONITORING CROSS SECTION
VEGETATION MONITORING PLOT VF#
NOTE: ALL SIGNIFICANT CHANGES FROM
THE DESIGN ARE SHOWN IN RED
ores
3600 Glenwood Ave, Suite 100
Raleigh, NC 27612
Main: 919.829.9909
www.res.us
Engineering Services Provided By:
RES Environmental
Operating Company, LLC
License: F-1428
SEAL
C A R 0
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S 1

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AS -BUILT CONTOUR 950
CE CE CJ� PROPOSED CONTOUR
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CE CE A5-BUILT TOP OF BANK — — — — — TS —
AS -BUILT BOTTOM OF BANK
AS -BUILT THALWEG — —
PROP05ED CENTERLINE
REACH FF 1-5
ENHANCEMENT III 13
5TA 10+90TO20+G9
/ Z-
(�Y
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gi
/
//may EX.
THALWEG
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REACH FF2
(SHEET 5 1 0) /
/
rn
A5-BUILT TOP
XISTING GRADE OF BANK
LONG STREAM
ENTERLINE
AS -BUILT
� CHANNEL ED
� PROPOSED
TOP OF BANK EXISTING GRADE
ALONG STREAM
\ _ CENTERLINE
PROPOSED
—_ CHANNEL BED _
i-00 G+50 7+00 7+50 8+00 8+50 9+00 9+50 1 0+00 1 0+50 1 1 +00 1 1 +50 1 2+(
SCALE: HOR 1 "=30'; VERT 1 "=3'
955
950
945
935
930
)0
AS -BUILT BRUSH TOE PROTECTION OOMWIP-�
PROPOSED BRUSH TOE PROTECTION oomw�p
AS -BUILT STONE TOE PROTECTION to
00 M
AS -BUILT LOG STRUCTURE
PROPOSED LOG STRUCTURE Room
AS -BUILT J-HOOK rl"�
PROPOSED J-HOOK
CREST GAUGE
MONITORING CROSS SECTION
VEGETATION MONITORING PLOT VF#
NOTE: ALL SIGNIFICANT CHANGES FROM
THE DESIGN ARE SHOWN IN RED
ores
3600 Glenwood Ave, Suite 100
Raleigh, NC 27612
Main: 919.829.9909
www.res.us
Engineering Services Provided By:
RES Environmental
Operating Company, LLC
License: F-1428
SEAL
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SHEET NUMBER:
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q� ♦ � � � jai
STONE TOE
SUBSTITUTED DUE TO
EXISTING BEDROCK
CONSTRAINT
13
R K ILL
ADDED TO MATCH UPSTREAM
CULVERT INVERT
REACH FF I -D
RESTORATION
5TA 1 2+04 TO 1 3+47
� 9
J
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REACH FFI-D
RE5TOKATION
STA 14+20 TO 16+20
CE \
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Zz
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9 4 ON SITE CONDITIONS
_ XS 5 LP -
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925
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910
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PROPOSED
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—
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905
905
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1 1 +50 1 2+00 1 2+50 1 3+00 1 3+50 1 4+00 1 4+50 1 5+00 1 5+50 1 G+00 I G+50 1 7+00 1 7+50 1 6+00
SCALE: HOR 1 "=30'; VERT 1 "=3'
LEGEND
CONSERVATION EASEMENT CE
AS -BUILT CONTOUR 950
PROPOSED CONTOUR
EXISTING TOP OF BANK — — — — TB
A5-BUILT TOP OF BANK — — — — — TB —
AS -BUILT BOTTOM OF BANK
AS -BUILT THALWEG
PROPOSED CENTERLINE
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PROPOSED BRUSH TOE PROTECTION
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00
/ AS -BUILT LOG STRUCTURE
PROPOSED LOG STRUCTURE Room
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Raleigh, NC 27612
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www.res.us
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SCALE: HOR 1 "=30'; VEKT I "=G'
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>0
I F(-,FKIF)
CONSERVATION EASEMENT
AS -BUILT CONTOUR
PROPOSED CONTOUR
EXISTING CONTOUR
CE
950
AS -BUILT TOP OF BANK — — — — — TB —
AS -BUILT BOTTOM OF BANK — — — — BB
AS -BUILT THALWEG — —
PROPOSED CENTERLINE
AS -BUILT BRUSH TOE PROTECTION OoEff-%-'�
PROPOSED BRUSH TOE PROTECTION OOMWeap
AS -BUILT STONE TOE PROTECTION to
00 M
AS -BUILT LOG STRUCTURE
PROPOSED LOG STRUCTURE
AS -BUILT J-HOOK
PROPOSED J-HOOK
CREST GAUGE
MONITORING CROSS SECTION
VEGETATION MONITORING PLOT VF#E
NOTE: ALL SIGNIFICANT CHANGES FROM
THE DESIGN ARE SHOWN IN RED
ores
3600 Glenwood Ave, Suite 100
Raleigh, NC 27612
Main: 919.829.9909
www.res.us
Engineering Services Provided By:
RES Environmental
Operating Company, LLC
License: F-1428
SEAL
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LOCATION
5P 1371 5P 13G8
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VICINITY MAP
NTS
I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL LAND
SURVEYOR IN THE STATE OF NORTH CAROLINA, HEREBY CERTIFY
THAT THE DATA SHOWN ON THIS DRAWING, WAS OBTAINED UNDER
MY SUPERVISION, IS AN ACCURATE AND COMPLETE REPRESENTATION
OF WHAT WAS CONSTRUCTED IN THE FIELD, AND THAT THE
PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS ARE AS -BUILT
CONDITIONS EXCEPT WHERE OTHERWISE NOTED HEREON. WITNESS
ND SEAL THIS
FESS
Q< SEAL 49r
L-4551
Isi
I, DAVID S. TURNER, CERTIFY THAT THIS PROJECT WAS COMPLETED
UNDER MY DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION; THAT THIS TOPOGRAPHIC SURVEY WAS
PERFORMED AT THE 95 PERCENT CONFIDENCE LEVEL TO MEET FEDERAL
GEOGRAPHIC DATA COMMITTEE STANDARDS; THAT THIS SURVEY WAS
PERFORMED TO MEET THE REQUIREMENTS FOR A TOPOGRAPHIC SURVEY
TO THE HORIZONTAL ACCURACY OF CLASS A AND THE VERTICAL
ACCURACY WHEN APPLICABLE TO CLASS C STANDARD, AND THAT THE
ORIGINAL DATA WAS OBTAINED IN SEPT 2023; THAT THE SURVEY WAS
COMPLETED ON FEB 2024; AND ALL COORDINATES ARE BASED ON
NAD83 (201 1) AND ALL ELEVATIONS ARE BASED ON NAVD88. WITNESS
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GENERAL NOTES:
1. ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE NOTED.
2. HORIZONTAL DATUM IS NAD83(201 1) & VERTICAL DATUM IS
NAVD88.
3. THIS MAP IS NOT FOR RECORDATION, SALES, OR
CONVEYANCES AND DOES NOT COMPLY WITH G.S. 47-30
MAPPING REQUIREMENTS.
4. THE PURPOSE OF THIS MAP IS TO SHOW THE AS -BUILT
CONDITIONS OF THE GREEN MESA RESTORATION SITE.
5. THE CONTROL NETWORK WAS ESTABLISHED BY RES FROM
EXISTING CONTROL USED DURING CONSTRUCTION. THE
COORDINATES ARE LISTED IN THE CHART ON THIS SHEET.
6. NO PROPERTY RESEARCH, INVESTIGATION, OR INDEPENDENT
SEARCH FOR ENCUMBERANCES, RESTRICTIVE COVENANTS,
EASEMENTS OF RECORD, OWNERSHIP, TITLE EVIDENCE, OR
OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE
EXAMINATION MAY DISCLOSE WERE PERFORMED FOR THIS
SURVEY. A LICENSED ATTORNEY -AT -LAW SHOULD BE
CONSULTED REGARDING CORRECT OWNERSHIP, WIDTH, AND
LOCATION OF EASEMENTS AND OTHER TITLE QUESTIONS
REVEALED BY A TITLE EXAMINATION.
7. SUBJECT TO ALL EASEMENTS, RIGHT OF WAYS, AND/OR
ENCUMBRANCES THAT MAY AFFECT THE PROPERTY(S).
8. THIS SURVEYOR DOES NOT CERTIFY TO THE EXISTENCE OR
NON-EXISTENCE OF ANY UNDERGROUND UTILITIES THAT MAY
OR MAY NOT EXIST WITHIN THE BOUNDARIES AS SHOWN
HEREON.
PROJECT
COORDI NATE5
AS -BUILT DRAWINGS FOR
GREEN MESA STREAM MITIGATION SITE
51
REACH FF I -A
YADKIN COUNTY, NORTH CAROLINA
36.2121680,-80.7265580
YAD KI N RIVER BASIN: H U C 03040101130010
FEBRUARY 2024
RESOURCE ENVIRONMENTAL SOLUTIONS, LLC
3600 GLENWOOD AVE, SUITE 100
RALEIGH, NC 27612
\ 53
REACH FF4-A
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F ROJ ECT DIRECTORY
DE51GNED BY:
RESOURCE ENVIRONMENTAL 50LUTION5, LLC
3000 GLENWOOD AVE, SUITE 100
RALEIGH, NC 27G 12
A5-BUILT SURVEY BY:
DAVID 5. TURNER, PL5
RESOURCE ENVIRONMENTAL SOLUTIONS, LLC
3000 GLENWOOD AVE, SUITE 100
RALEIGH, NC 27G 12
PROJECT EX15TING CONDITIONS PLANIMETRIC5
SURVEY WAS PROVIDED BY ASCENSION LAND
SURVEYING, PC (NC FIRM LICENSE NUMBER
C-4288, CHRI5TOPHER L. COLE, NC PL5 L-5006)
U5ACE ACTION ID #: 5AW-201 7-014GG
LEGEND
CONSERVATION EASEMENT CE
A5-BUILT CONTOUR 9 (�
A5-13UILT TOP OP BANK - -
A5-13UILTBOTTOM OF BANK - - - - - - - --
AS-BUILT TFIALWEG - -
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VEGETATION MONITORING PLOT VP#
AS -BUILT CONTROL
PT#
Northing(Y)
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Elev(Z)
Description
1
901976.32
1491906.80
925.73
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2
902032.94
1492719.23
914.20
RES#2NL
3
901599.71
1493465.03
909.24
RES#3NL
4
900583.92
1491457.91
943.99
RES#4NL
5
900529.72
1491236.81
950.01
RES#5NL
6
900632.42
1491004.18
959.68
RES#6NL
7
901394.11
1493445.39
933.10
RES#7NL
8
901305.34
1493484.50
936.79
RES#8NL
9
901084.07
1493554.97
948.73
RES#9NL
10
900479.00
1491408.89
944.40
RES#10NL
11
900852.44
1493575.44
964.64
RES#1 1 NL
12
900543.35
1493601.52
979.69
RES#12NL
13
900288.47
1493729.49
980.57
RES#13NL
14
900055.46
1493864.98
980.99
RES#14NL
15
900194.47
1493989.85
968.18
RES#15NL
16
900472.77
1493852.91
960.67
RES#16NL
17
901388.83
1493657.07
929.82
RES#17NL
18
900653.54
1490760.06
963.57
RES#18NL
19
900207.50
1491453.62
964.92
RES#19NL
20
900024.71
1491392.86
971.56
RES#20NL
21
900401 .91
1491614.06
952.03
RES#21 NL
22
900398.55
1491748.45
960.70
RES#22NL
23
900403.15
1491912.57
939.09
RES#23NL
24
900320.48
1492131.88
935.65
RES#24NL
25
900592.01
1491742.32
939.89
RES#25RB
26
900127.99
1492397.36
960.51
RES#26NL
27
900270.98
1492511.47
939.60
RES#27NL
28
900020.17
1492615.18
963.05
RES#28NL
29
899981.93
1492761.65
957.00
RES#29NL
30
900036.69
1492956.01
962.85
RES#30NL
31
899703.56
1492954.38
982.05
RES#31 NL
32
900437.33
1492467.33
933.34
RES#32NL
33
899505.13
1493115.97
968.33
RES#33NL
34
899238.96
1493112.49
982.47
RES#34NL
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3600 Glenwood Ave, Suite 100
Raleigh, NC 27612
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DRAWN: EGT
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