20140334 Ver 1_Year 5 Monitoring Report_2021_20220224

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Kelly Phillips
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Candy Creek Mitigation Site
Guilford
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Kelly Phillips
.el/pi Pps

MONITORING YEAR 5
ANNUAL REPORT
FINAL
CANDY CREEK MITIGATION SITE
Guilford County, NC
NCDEQ Contract 5794
NCDMS Project Number 96315
USACE Action ID Number 2015-01209
DWR Project Number 14-0334
RFP Number 16-005568
Cape Fear River Basin HUC 03030002
Data Collection Period: May - October 2021
Draft Submission Date: December 6, 2021
Final Submission Date: February 18, 2022
PREPARED FOR:
LT'.
Environmentol
Quolity
NC Department of Environmental Quality
Division of Mitigation Services
1652 Mail Service Center
Raleigh, NC27699-1652

WILDLANDS
ENGINEERING
February 18, 2022
Kelly Phillips
Project Manager
NCDEQ— Division of Mitigation Services
610 East Center Avenue
Suite 301
Mooresville, NC 28115
RE: Draft Monitoring Year 5 Report Comments
Candy Creek Mitigation Site (DMS #96315)
Cape Fear River Basin 03030002, Guilford County
Contract No. 005794
Dear Mr. Phillips:
Wildlands Engineering, Inc. (Wildlands) has reviewed the Division of Mitigation Services (DMS)
comments from the Draft Monitoring Year 5 report for the Candy Creek Mitigation Project. The report
has been updated to reflect those comments. DMS' comments and observations from the report are
listed below and noted in bold. Wildlands' response to those comments are noted in Italics.
DMS' comment: Cover Sheet: Please add the river basin and the HUC# (Cape Fear River Basin HUC
03030002) to the cover sheet.
Wildlands' response: The cover sheet now includes "Cape Fear River Basin HUC 03030002".
DMS' comment: Section 1.2.4 Hydrology Assessment: Please address the gage repair as soon as
possible to support the MY6 monitoring. Include a summary of the gage status in the upcoming repair
summary in preparation for the credit release meeting.
Wildlands' response: The gages on UT1D and UT2 were replaced in 2021. Wildlands will check the
calibration of each probe in 202Z early in MY6. The results of the calibration check (and the repairs
discussed below) will be described in a written summary that will be sent to DMS for inclusion in the
report before it is submitted to the IRT for the Credit Release Meeting. Section 1.2.4 Hydrology
Assessment was updated and now describes this process.
Section 1.2.5 Adaptive Management Plan: Please provide DMS with summary information of the
upcoming site repairs as described in 6.b. of the July 7, 2021 IRT Credit Release Site Walk Meeting
Minutes.
Wildlands' response: The text in Section 1.2.5 Adaptive Management Plan was updated to say that
machine repairs are scheduled for Candy Creek Reach 3 and UT1D for early in 2022. The right bank of
Candy Creek Reach 3 will be reshaped to stop the outward erosion of the pool, the step -pool structures
along UT1D will be reinstalled to stop the stream from piping underneath and preventing additional
structure failures. Once these repairs are completed, the work will be described in a written summary
that will be sent to DMS for inclusion in the report before it is submitted to the IRT for the Credit Release
Meeting. The MY6 report will also describe the repairs that were completed, and will include a photolog,
as discussed in the July 7, 2021 IRT Credit Release Site Walk. Current photos are provided in the Areas of
Concern Photographs (Appendix 2).
Wildlands Engineering, Inc. • phone [phone] • fax [phone] • 1430 S. Mint Street, # 104 • Charlotte, NC 28203

k P
WILDLANDS
ENGINEERING
Visual Assessment Tables: Please include the date that the project was visually assessed at the top of
each table.
Wildlands' response: The Visual Stream Morphology Stability Assessment Tables (Tables 5a-5m) and the
Vegetation Conditions Assessment Table (Table 6) were updated to include the date when the site was
last assessed.
DMS' comment: Digital files:
a. Please ensure that the stream areas of concern values reported in Table 5 reflect the
submitted spatial data. For example, there are 2 aggradation features submitted for UT5 with
a combined length of 130 ft, whereas Table 5m reports 3 segments with a length of 110 ft.
Wildlands' response: The submitted geodatabase, the associated figures (Figures 3.0-3.7), and the
associated assessment tables (Tables 5a-5m) were checked and corrected so that the feature counts now
match. For example, Table 5m now reports 2 segments of aggradation totaling 130ft, as shown in Figure
3.1; and the one structural issue for Overall Integrity on Candy Creek Reach 4 is now drawn on Figure 3.7.
Where bed or structure issues overlap with an existing issue, notes were added to the attribute tables
rather than adding additional features to the maps. For example, one of the aggradation issues mapped
on UT4 and shown in Figure 3.2 and Table 51, corresponds to two riffle condition -substrate and 1 pool
condition -depth issues, which is now indicated in the attribute table.
b. The submitted CVS mdb does not generate a Table 7 export or simple export that reproduces
the values reported in Table 9. Please review these data and ensure that the submitted mdb
supports Table 9.
Wildlands' response: Volunteer stems that were present for more than 2 years were added to the stem
counts of several vegetation plots. However, the CVS export table function does not include these added
stems in all of the exported tables
In the exported Table 7, the "Stem Count" totals failed to include the new, permanent volunteers that
were added to the plots this year; therefore, it does not match the report table 9 that was submitted.
In the exported Simple Table, the following differences from report Table 9 occurred:
Under the "Plots" worksheet: "Planted Living Stems" and "Total Living Stems" are identical to the
data in report Table 9. In the CVS database, the "Source" of the added permanent volunteers
was corrected to "Unknown". With this adjustment, the "Planted Living Stems EXCLUDING Live
Stakes" and the "Total Living Stems EXCLUDING Live Stakes" columns are also identical to the
data in report Table 9.
- In the "Planted Stems by Plot and Spp" worksheet, the "TOT." totals are all identical to submitted
report Table 9.
- The "TOT." totals in the "All Stems by Plot and Spp" worksheet don't match report Table 9
because dead stems are included in the totals.
The submitted report Table 9 was not adjusted as it accurately reflects the stems that were counted.
While the totals do not match the exported Table 7, the table does match the stem counts in some of the
auto -populated worksheets in the exported Simple Table. Therefore, the data and submitted mdb
support what is shown in Table 9.
Enclosed, please find two (2) hard copies and one (1) electronic pdf copy of the Final Monitoring Report
on USB along with the all of the digital files. Please note that Wildlands received an email confirmation
from Kristie Corson on January 28, 2022, that she had received the updated bond for Task 10 (MY5) and
Wildlands Engineering, Inc. • phone [phone] • fax [phone] • 1430 S. Mint Street, # 104 • Charlotte, NC 28203

ktp
WILDLANDS
E N G I N E E R I N G
that it has been approved. Wildlands is requesting an email confirmation from DMS that we may invoice
for Task 10 upon the receipt of the Final Monitoring Year 5 Annual Report for the Candy Creek
Mitigation Site.
Please contact me at 704-332-7754 x110 or ksuggs(@wildlandseng.com if you have any questions.
Sincerely,
f y"w�� y9s
Kristi Suggs
Senior Environmental Scientist
Wildlands Engineering, Inc. • phone [phone] • fax [phone] • 1430 S. Mint Street, # 104 • Charlotte, NC 28203

EXECUTIVE SUMMARY
Wildlands Engineering Inc. (Wildlands) implemented a full delivery project at the Candy Creek Mitigation
Site (Site) for the North Carolina Division of Mitigation Services (NCDMS) to restore, enhance, and
preserve a total of 19,583 linear feet (LF) of perennial and intermittent streams, in Guilford County, NC.
The Site is expected to generate approximately 15,507 (warm) stream credits through the restoration,
enhancement, and preservation of Candy Creek and nine unnamed tributaries (Table 1).
The Site is located northeast of the Town of Brown Summit within the NCDMS Targeted Local
Watershed for the Cape Fear River Basin Hydrologic Unit Code (HUC) 03030002010020 and NC Division
of Water Resources (DWR) Subbasin 03-06-01 (Figure 1) and is being submitted for mitigation credit in
the Cape Fear River Basin HUC 03030002. The Site is located within the Haw River Headwaters
Watershed, which is part of NCDMS' Cape Fear River Basin Restoration Priorities (RBRP). While Candy
Creek is not mentioned specifically, this document identifies restoration goals for all streams within HUC
03030002; reducing sediment and nutrient pollution to downstream Jordan Lake is a primary goal of the
RBRP as stated in the Jordan Lake Nutrient Management Strategy (NCDENR, 2005). The Haw River
Watershed was also identified in the 2005 NC Wildlife Resources Commission's Wildlife Action Plan as a
priority area for freshwater habitat conservation and restoration to protect rare and endemic aquatic
fauna and enhance species diversity. No rare and endemic aquatic species have been documented
onsite or are proposed for re-establishment onsite as part of the project. The Wildlife Action Plan calls
for "support of conservation and restoration of streams and riparian zones in priority areas (acquisition,
easements, and buffer)." Restoration at the Site directly and indirectly addressed these goals by
excluding cattle from the stream, creating stable stream banks, restoring a riparian corridor, and placing
land historically used for agriculture under permanent conservation easement.
The project goals established in the Mitigation Plan (Wildlands, 2016) were to provide ecological
enhancement and mitigate site water quality stressors that will benefit the receiving waters in the Cape
Fear River Basin. This will primarily be achieved by creating functional and stable stream channels,
increasing and improving the interaction of stream hydrology within the riparian zone, and improving
floodplain habitat and ecological function. This will also be achieved by restoring a Piedmont
Bottomland Forest community as described by Schafale and Weakley (1990) along the stream reaches
within open pastures. With careful consideration of goals and objectives that were described in the
RBRP, the following project goals were established:
• Reduce in -stream water quality stressors resulting in enhanced habitat and water quality in
riffles and pools.
• Construct stream channels that are laterally and vertically stable resulting in a network of
streams capable of supporting hydrologic, biologic, and water quality functions.
• Improve on -site habitat by diversifying and stabilizing the stream channel form; installing habitat
features such as undercut logs, brush toe, wood and stone -based riffles; and by establishing
native stream bank vegetation and shading where none exists.
• Exclude cattle from project streams resulting in greater treatment and reduction of overland
flow and landscape derived pollutants including fecal coliform, nitrogen, and phosphorus.
• Increase and improve hydrologic connectivity between streams and their riparian floodplains;
promote temporary water storage and wetland and floodplain recharge during high flows;
increase groundwater connectivity within floodplains and wetlands; promote nutrient and
carbon exchange between streams and floodplains and reduce shear stress forces on channels
during larger flow events.
WCandy Creek Mitigation Site
Monitoring Year 5 Annual Report— FINAL

The Site construction and as -built surveys were completed between July 2016 and March 2017,
respectively. A conservation easement was recorded on 61.74 acres to protect the restored riparian
corridor in perpetuity. Maintenance measures were implemented between 2017 and 2021. Monitoring
Year (MY) 5 assessments and site visits were completed between May and October 2021 to assess the
conditions of the project.
Overall, the majority of the Site has met the required stream, vegetation, and hydrology success criteria
for MY5, and is on track to meet in MY7. The trees have more than doubled in height since they were
measured in MY3 and 98% (39/40) plots are meeting the stem density criteria. Stream problem areas
throughout the Site are minimal with few erosional areas. Repairs are planned for early 2022 to repair
bank erosion along Candy Creek Reach 3 and a series of structures along UT1D. The sediment influx
reported during MY4 was documented as starting to move through the system and is naturally
stabilizing. Aggregational areas will continue to be assessed in future monitoring years.
The stream hydrology assessment criteria of having at least two bankfull events in separate monitoring
years for each reach has been met. The stream flow gage established on the upstream, intermittent
section of UT1D exceeded the minimum 30 consecutive day hydrologic baseflow criteria.
Areas of invasive species were treated between 2017 and 2020 and currently make up approximately
1.7% of the total easement area. Three areas of mowing encroachment were documented along Candy
Creek Reaches 1 and 3 and were addressed in MY5 with no additional mowing has been observed.
Additional shrubs and trees will be planted in the previously mowed areas early in 2022. Visual
assessment surveys indicate that the majority of the Site is stable and functioning as intended and the
riparian buffer is well vegetated and intact.
WCandy Creek Mitigation Site
Monitoring Year 5 Annual Report— FINAL

CANDY CREEK MITIGATION SITE
Monitoring Year 5 Annual Report
TABLE OF CONTENTS
Section 1:
PROJECT OVERVIEW .......... ..........................................................................................
1.1
Project Goals and Objectives.....................................................................................................1-1
1.2
Monitoring Year 5 Data Assessment..........................................................................................1-2
1.2.1
Stream Assessment............................................................................................................1-2
1.2.2
Stream Areas of Concern...................................................................................................1-3
1.2.3
Vegetative Assessment......................................................................................................1-3
1.2.4
Hydrology Assessment.......................................................................................................1-4
1.2.5
Adaptive Management Plan...............................................................................................1-4
1.3
Monitoring Year 5 Summary......................................................................................................1-5
Section 2:
METHODOLOGY...............................................................................................................2-1
Section 3:
REFERENCES.....................................................................................................................3-1
APPENDICES
Appendix 1
General Figures and Tables
Figure 1
Project Vicinity Map
Figure 2
Project Components/Assets Map
Table 1
Project Components and Mitigation Credits
Table 2
Project Activity and Reporting History
Table 3
Project Contact Table
Table 4
Project Information and Attributes
Appendix 2
Visual Assessment Data
Figure 3.0-3.7
Integrated Current Condition Plan View
Table 5a-m
Visual Stream Morphology Stability Assessment Table
Table 6
Vegetation Condition Assessment Table
Stream Photographs
Vegetation Photographs
Areas of Concern Photographs
Improved Areas of Concern Photographs
Appendix 3
Vegetation Plot Data
Table 7
Vegetation Plot Criteria Attainment Table
Table 8
CVS Vegetation Plot Metadata
Table 9a-e
Planted and Total Stems
Appendix 4
Morphological Summary Data and Plots
Table 10a-f
Baseline Stream Data Summary
Table 11a-d
Morphology and Hydraulic Summary (Dimensional Parameters — Cross -Section)
Table 12a-p
Monitoring Data —Stream Reach Data Summary
Cross -Section Plots
Reachwide and Cross -Section Pebble Count Plots
Appendix 5
Hydrology Summary Data and Plot
Table 13a-c
Verification of Bankfull Events
Hydrology Photographs
Stream Gage Plot
Rainfall Plot
Candy Creek Mitigation Site
Monitoring Year 5 Annual Report — FINAL

APPENDICES (cont.)
Appendix 6 Correspondence
IRT Credit Release Site Walk (MY4) - July 7, 2021
Pebble Count Data Requirements (11/18/2021 email)
Candy Creek Mitigation Site
Monitoring Year 5 Annual Report — FINAL iv

Section 1: PROJECT OVERVIEW
The Site is located in Guilford County, northeast of the Town of Brown Summit, off of Old Reidsville
Road and Hopkins Road (Figure 1). The project watershed is primarily comprised of agricultural and
forested land. The drainage area for the Site is 937 acres.
The project streams consist of Candy Creek and its unnamed tributaries (UT1, UT2, UT2A, UT213, UT3,
UT4, UT5, and UT5A). Stream restoration reaches included Candy Creek (Reach 1, 2, and 4), upper UT1C,
UT1D, UT2 (lower Reach 1), lower UT3, UT4, and lower UT5. Stream enhancement (Level I and 11)
activities were utilized for Candy Creek Reach 3, UT2 (upper Reach 1 and Reach 2), UT2A, and UT213. The
intact and functional reaches associated with lower UT1C, upper UT3, and UT5A were preserved with
the implementation of the conservation easement. The riparian areas along the restoration and
enhancement reaches were planted with native vegetation to improve habitat and protect water
quality.
Construction activities were completed by Land Mechanic Designs, Inc. in March 2017. Planting and
seeding activities were completed by Bruton Natural Systems, Inc. in March 2017. A conservation
easement has been recorded and is in place on 61.74 acres. The project is expected to generate
approximately 15,507 (warm) stream credits. Annual monitoring will be conducted for seven years with
the close-out anticipated to commence in 2023 given the success criteria are met. Appendix 1 provides
more detailed project activity, history, contact information, and watershed/site background information
for this project.
Directions and a map of the Site are provided in Figure 1 and project components are illustrated for the
Site in Figure 2.
1.1 Project Goals and Objectives
Prior to construction activities, stream impairments included incised and over -widened channels, bank
erosion with areas of mass wasting, historic channelization, floodplain alteration, degraded in -stream
habitat, and impoundments. Riparian impairments included clearing and livestock grazing.
The overarching goals of the stream mitigation project are to provide ecological enhancement and
mitigate site water quality stressors that will benefit the receiving waters in the Cape Fear River Basin.
The Site will treat almost all the headwaters of Candy Creek and 47% of the entire 3.1-square mile Candy
Creek watershed before flowing to the Haw River. A primary goal of the NCDMS' Cape Fear River Basin
Restoration Priorities (RBRP) is to restore and maintain water quality as stated in the Jordan Lake
Nutrient Management Strategy (NCDENR, 2005). The project goals established for the Site were
completed with careful consideration of goals and objectives that were described in the RBRP and
include the following:
Reduce in -stream water quality stressors. Reconstruct stream channels with stable dimensions.
Stabilize eroding stream banks. Add bank protection and in -stream structures to protect
restored/enhanced streams.
Construct stream channels that are laterally and vertically stable. Construct stream channels
that will maintain a stable pattern and profile considering the hydrologic and sediment inputs to
the system, the landscape setting, and the watershed conditions.
Improve on -site habitat. Construct diverse and stable channel form with varied and self -
sustainable stream bedform. Install habitat features such as undercut logs, brush toe, wood and
stone -based riffles. Establish native stream bank vegetation and shading where none exists.
WCandy Creek Mitigation Site
Monitoring Year 5 Annual Report — DRAFT 1-1

• Exclude cattle from projectstreams. Install fencing around the conservation easement adjacent
to cattle pastures.
• Increase and improve the interaction of stream hydrology within the riparian zone to in turn
improve floodplain habitat and ecological function. Reconstruct stream channels with
appropriate bankfull dimensions and raise them to the proper depths relative to a functioning
floodplain.
• Restore and enhance native floodplain forest. Plant native trees and understory species and
treat invasive species in the riparian zone.
• Permanently protect the project Site from harmful uses. Establish a conservation easement on
the Site.
1.2 Monitoring Year 5 Data Assessment
Annual monitoring and quarterly site -visits were conducted during MY5 to assess the condition of the
project. The stream, vegetation, and hydrologic success criteria for the Site follows the approved success
criteria presented in the Candy Creek Mitigation Plan (Wildlands, 2016). The stream reaches were
assigned specific performance criteria components for stream morphology, hydrology, and vegetation.
Performance criteria will be evaluated throughout the seven-year post -construction monitoring period.
See Appendix 2 for the visual stability assessment tables, Integrated Current Condition Plan View (CCPV)
maps, and reference photographs.
1.2.1 Stream Assessment
Morphological surveys for MY5 were conducted in May 2021. The majority of the 48 cross -sections
indicate that the streams within the Site are stable and functioning as designed. The bank height ratios
range between 0.8 and 1.1. There is some point bar development in the pools and the small changes
generally indicate a trend towards stability.
Cross-section 15 shows slight outward migration of the channel with some erosion on the right bank,
but this bank is fully stabilized with mature black willows (Salix nigra). The profile for cross-section 18 on
Candy Reach 4 shows the beaver lodge that was created during the end of 2019. The beavers were
trapped, and the dam was removed (as reported in the MY4 report), and the profile has remained
stable. While UT2 (cross -sections 31-Reach 1, and 34-35-Reach 2) shows some aggradation both in the
stream and in the floodplain, the streams have maintained a low bank height ratio of 0.9 because the
thalweg of the stream channel has also risen.
Pebble counts were conducted in May of 2021 and are included in Appendix 4, but they will not be
conducted during the remaining monitoring years due to the new guidance from the IRT and an email
confirmation with the DIMS project manager (Personal communication, Phillips 2021). Reachwide pebble
counts indicate only minor changes in the sediment transport and substrate composition for all streams
on the Site.
Large storms resulted in a large sand load in the streams, and the fining of the substrate was discussed
in the MY4 report, during the July 2021 IRT site walk in July, and is reflected in the MY5 sediment data.
The sand load is suspected to have originated from the large agricultural fields in the watershed and is
expected to flush slowly through the stream system. In MY5, four cross sections on UT2R2, UT2A, UT4
and UT5 show a shift towards smaller particles in the riffles. However, more than half of the aggradation
observed in MY4 sediment has flushed through the system. The amount of aggradation along UT5, for
example, has decreased from 260 feet to 130 feet, meaning 87% of the reach is stable and performing as
intended. As was noted during the Site walk in July, the stream is actively sorting the sediment and
shallow pools still exist. The aggradation along UT2 Reach 2 is occurring where the valley slope flattens
WCandy Creek Mitigation Site
Monitoring Year 5 Annual Report — DRAFT 1-2

and the stream loses the power to fully flush the sediment through. However, the thalweg for the UT2
channel has remained stable and indicates that the channel is still moving sediment as was intended in
the design. While UT2R2, UT2A, UT4 and UT5 have areas of aggradation and the pools may continue to
scour during large rain events, these tributaries are stable and accessing the floodplain as designed at
the reach scale. Refer to the section 1.2.2. for further discussion.
Across the site, much of the erosion previously documented is stabilizing as the woody vegetation
matures along the banks; more than 99% of the banks are stable with only 115 feet of bank erosion
documented this year. Bank erosion was observed only in isolated pockets along outer meander bends,
behind lunker logs, at the tie-ins of in -stream structures, or as scour lines below vegetated tops of bank.
There are very few areas that indicate instability for the streams throughout the project in MY5. Visual
assessments in subsequent monitoring years will continue to monitor these areas.
Refer to the Appendix 2 for the Visual Stream Morphology Stability Assessment Table and Appendix 4
for the morphological data.
1.2.2 Stream Areas of Concern
The Stream Photographs and Areas of Concern Photographs are shown in Appendix 2. The aggradation
throughout the Site has improved since MY4. As shown in the Areas of Concern Photographs, the
upstream extend of Candy Creek Reach 1 shows a coarsening of the riffle substrate, and the mid -
channel bar along Reach 2 cleared out and reverted to the woody riffle as designed; the aggradation
along Reach 3 is converting into a point bar below the tail of the riffle; and UT5 shows less aggradation
throughout the reach.
There is still some erosion on the outside bend of a pool along Candy Creek Reach 3, and this area is
scheduled for a bank repair in early 2022. The series of structures along UT1D have not naturally filled
with sediment, although the banks have remained stable; these structures are scheduled to be
reinstalled in early 2022, which was discussed during the IRT site walk in July.
A beaver colonized the upstream portion of Candy Creek Reach 2 and built a dam on the main stem. A
contractor trapped the beaver and removed the dam in November of 2021.
1.2.3 Vegetative Assessment
The MY5 vegetative survey was completed in September 2021. Fourteen plots (5, 6, 12, 15, 17, 18, 20,
22, 30, 33, 37-40) included volunteers that were present for more than two growing seasons which now
count towards the total stem density. The added stems include the following species: red maple (Acer
rubrum), river birch (Betula nigra), persimmon (Diospyros virginiana), green ash (Fraxinus
pennsylvanica), spicebush (Lindera benzoin), tulip poplar (Liriodendron tulipifera), sycamore (Platanus
occidentalis), willow oak (Quercus phellos), black willow (Salix nigra), and elderberry (Sambucus
canadensis).
Vegetation monitoring resulted in a stem density range of 202 to 526 planted stems per acre, with a Site
average of 414 planted stems per acre. The average stem height was 259 cm (8.5 ft), which is more than
double the height of the trees in MY3. 98% of vegetation plots met the MY5 interim density requirement
of 260 stems per acre, an improvement of 18% from the number of plots which met the MY3 criteria.
Only plot 35 did not meet the MY5 criteria and is not on track to meet the final project criteria. The five
surviving stems have a good vigor, but the plot is in a small area of low stem density. This low visual
stem density is likely due to the combination of the plot being placed fully in a wetland and having a
closed mature canopy around the plot. This area represents only 0.2% of the planted acreage. This area
will continue to be monitored but it is not representative of the entire site and is not a major concern.
WCandy Creek Mitigation Site
Monitoring Year 5 Annual Report — DRAFT 1-3

Refer to Appendix 2 for Vegetation Plot Photographs and Appendix 3 for the Vegetation Plot Criteria
Attainment Table and the Vegetation Plot Data.
1.2.3.1 Vegetative Areas of Concern
The Site consists of 62 acres within the conservation easement, including 32 acres of planted trees.
Most of the Site is performing well, with only one area of low stem density and one bare area observed,
accounting for only 0.4% of the Site. Invasive plant populations were observed on only 1.7% of the Site.
Except for the new patch of kudzu along Candy Creek Reach 4 (which will be treated in MY6), the areas
of invasive vegetation have not expanded from the previous year and do not represent a significant
damage to the project's performance. Locations of the areas described below are depicted in Figures
3.1- 3.7. Invasive species will continue to be monitored and controlled as necessary.
1.2.4 Hydrology Assessment
MY5 had slightly lower amounts of rainfall than average and only had one rain event greater than 1.5
inches. Nevertheless, except for Candy Creek Reach 2, each reach recorded at least one bankfull event.
The gage on UT3 had a dramatic stream rise in January through March; the large data spikes do not
appear to correspond with rainfall events, but there is a correlation between the spikes and freezing
temperatures (analysis not shown). Wildlands contacted In -Situ on 11/18/2021 to confirm the findings.
Based on the discussion with in -situ it is likely that these are the result of ice forming on the probes
leading the gage to malfunction during this time (Haynes 2021). For more information, please refer to
the UT3 plot footnote in Appendix 5. No spikes are being counted toward a bankfull event on UT3 in
MY5. The probe will be calibrated in early MY6 to confirm accurate readings, or it will be replaced. While
the gage on UT3 did not log a bankfull event, the manual crest gage did, and this was confirmed by
recent sand deposits just beyond the top of bank (refer to Hydrology Photographs in Appendix 5).
The gages on UT2 and UT1D were replaced on June 4, 2021. All gages except Candy Creek R2 recorded
at least one bankfull event in MY5. All stream reaches have met the project's bankfull criteria of two or
more bankfull events in separate years.
All other probes for Candy Creek R2, R4, UT1C, UT1D, UT2, UT2A, UT4 and UT5 experienced gage
malfunctions in the early part of MY5 due to unknown reasons. The data that was logged during this
period is not displayed on the stream gage plots and does not count towards the recorded bankfull
events for MY5. All probes will be checked, calibrated, or replaced in early 2022 to ensure accurate data
collection for the upcoming monitoring year. The results of the calibration check will be described in a
written summary that will be sent to DIMS for inclusion in the report before it is submitted to the IRT for
the Credit Release Meeting.
UT1D has also met the project's criteria of seasonal flow being recorded for at least 30 consecutive days
during the seven-year monitoring period; even with the gage malfunction, the gage still registered 132
consecutive days above the thalweg. Refer to Appendix 5 for hydrologic summary data and plots.
1.2.5 Adaptive Management Plan
As was discussed during the IRT site walk in July, machine repairs are scheduled for Candy Creek Reach 3
and UT1D for early in 2022. The right bank of Candy Creek Reach 3 will be reshaped to stop the outward
erosion of the pool; the step -pool structures along UT1D will be reinstalled to stop the stream from
piping underneath and preventing additional structure failure. Once these repairs are completed, the
work will be described in a written summary that will be sent to DIMS for inclusion in the report before it
is submitted to the IRT for the Credit Release Meeting. The MY6 report will also describe the repairs that
were completed and will include a photolog, as discussed in the July 7, 2021 IRT Credit Release Site
Walk. Photos of the two areas are currently shown in the Areas of Concern Photographs (Appendix 2).
WCandy Creek Mitigation Site
Monitoring Year 5 Annual Report — DRAFT 1-4

A beaver colonized the upstream portion of Candy Creek Reach 2 and built a dam on the main stem. A
contractor trapped the beaver and removed the dam in November of 2021.
The aggradation throughout the rest of the stream system, and the small areas of bank erosion will
continue to be monitored but are expected to stabilize as the vegetation along the bank matures.
The bare area along the left floodplain of UT2 will be addressed one more time with seed and
amendments during MY6; however, it was noted during the IRT walk in 2021 that this area is small and
not representative of the entire project and is slowly starting to revegetate.
Invasive treatments will continue in MY6, focusing on the treatment of the kudzu (Pueraria montana),
especially along Candy Creek Reach 4.
Three areas of mowing encroachment were mapped and discussed previously with the IRT. The
encroachment totals 0.07 acres and 0.1% of the easement acreage. As shown in the Areas of Concern
Photographs, tape was added to mark the easement boundary and mowing has ceased. These areas will
be supplementally planted with trees and shrubs before the 2022 growing season, at which point these
areas will be considered resolved.
1.3 Monitoring Year 5 Summary
The Candy Creek Mitigation Site is on track to meet monitoring success criteria for geomorphology,
hydrology, and vegetation performance standards. Overall, the Site is in good condition and is
performing as intended. All vegetation plots except for plot 35 exceeded the MY5 interim requirement
of 260 planted stems per acre, and the stem heights more than doubled from two years ago. All of the
streams have met their bankfull criteria and the intermittent reach if UT1D has exceeded the 30-days of
consecutive flow criteria. Most of the banks and structures are stable and functioning. Repairs are
planned for early 2022 to repair bank erosion along Candy Creek Reach 3 and a series of structures along
UT1D. Invasive species will continue to be monitored, but they currently occupy less than 2% of the Site;
the kudzu will continue to be treated in MY6. The sediment influx reported during MY4 was
documented as starting to move through the system and no action is required to further address this.
The bare area along UT2 has improved from the previous year and is expected to be resolved during
MY6 after another application of amendments. The three areas of encroachment documented this year
were marked off with horse tape and mowing has ceased; additional trees and shrubs will be planted in
these areas early in 2022. Visual assessment surveys indicate that the majority of the Site is stable and
functioning as intended and the riparian buffer is well vegetated and intact.
Summary information and data related to the performance of various project and monitoring elements
can be found in the tables and figures in the report appendices. All raw data supporting the tables and
figures in the appendices are available from DIMS upon request.
WCandy Creek Mitigation Site
Monitoring Year 5 Annual Report — DRAFT 1-5

Section 2: METHODOLOGY
Geomorphic data collection follows the standards outlined in Stream Channel Reference Site: An
Illustrated Guide to Field Techniques (Harrelson et al., 1994) and in Stream Restoration: A Natural
Channel Design Handbook (Doll et al., 2003). All Integrated Current Condition Mapping was recorded
using a Trimble handheld GPS with sub -meter accuracy and processed using Pathfinder and ArcGIS.
Planted woody vegetation is being monitored in accordance with the guidelines and procedures
developed by the Carolina Vegetation Survey-EEP Level 2 Protocol (Lee et al., 2008). Crest gages were
installed in surveyed riffle cross -sections. Hydrologic monitoring instrument installation and monitoring
methods are in accordance with the United States Army Corps of Engineers (USACE, 2003) standards.
WCandy Creek Mitigation Site
Monitoring Year 5 Annual Report — DRAFT 2-1

Section 3: REFERENCES
Doll, B.A., Grabow, G.L., Hall, K.A., Halley, J., Harman, W.A., Jennings, G.D., and Wise, D.E. 2003. Stream
Restoration A Natural Channel Design Handbook.
Harrelson, C.C., Rawlins, C.L., Potyondy, J.P. 1994. Stream Channel Reference Sites: An Illustrated Guide
to Field Technique. Gen. Tech. Rep. RM-245.Fort Collins, CO: U.S. Department of Agriculture, Forest
Service, Rocky Mountain Forest and Range Experiment Station.61 p.
Haynes, Kaylie. Phone conversation. 18 November 2021.
Lee, M.T., Peet, R.K., S.D., Wentworth, T.R. 2008. CVS-EEP Protocol for Recording Vegetation Version
4.2. Retrieved from http://cvs.bio.unc.edu/protocol/cvs-eep-protocol-v4.2-lev1-5.pdf.
North Carolina Department of Environment and Natural Resources. 2005. Cape Fear River Basinwide
Water Quality Plan. DWQ Planning Section, Raleigh, NC.
North Carolina Ecosystem Enhancement Program. 2009. Cape Fear River Basin Restoration Priorities.
http://Portal.ncdenr.org/c/document library/get file?uuid=864e82e8-725c-415e-8ed9-
c72dfcb55012&groupld=60329
North Carolina Division of Mitigation Services and Interagency Review Team Technical Workgroup. 2018.
Standard Measurement of the BHR Monitoring Parameter. Raleigh, NC.
North Carolina Wildlife Resources Commission. 2005. North Carolina Wildlife Action Plan. Raleigh, NC.
Phillips, K. Email correspondence. 18 November 2021.
Rosgen, D. L. 1994. A classification of natural rivers. Catena 22:169-199.
Rosgen, D. L. 1996. Applied River Morphology. Pagosa Springs, CO: Wildland Hydrology Books.
Schafale, M.P. and A.S. Weakley. 1990. Classification of the Natural Communities of North Carolina, 3rd
approx. North Carolina Natural Heritage Program, Raleigh, North Carolina.
Spec Sheet Reference: Rugged TROLL Registered 100 and 200 Data Loggers, In -Situ Registered, Fort
Collins, CO, Jan 2021.
https://insitu.com/pub/media/support/documents/Rugged TROLL 100 and 200 Data Loggers.pd
f (accessed Nov 18, 2021)
United States Army Corps of Engineers. 2003. Stream Mitigation Guidelines. USACE, NCDENR-DWQ,
USEPA, NCWRC.
United States Geological Service. 2019. USGS Station 0209553650, Buffalo Creek at SR2819 NR,
McLeansville, NC. https://waterdata.usgs.gov/nc/nwis/current/?type=precip&group key=county cd
Wildlands Engineering, Inc. 2016. Candy Creek Mitigation Site Mitigation Plan. NCDMS, Raleigh, NC.
WCandy Creek Mitigation Site
Monitoring Year 5 Annual Report — DRAFT 3-1

APPENDIX 1. General Figures and Tables

03010103220060
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03030002010010
0 03010
Ale idsville
1
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Od Project Location
Hydrologic Unit Code (14)
DMS Targeted Local Watershed
03010104021010
i
0030
1
0301010403201
t03030002010040
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I1AN-1 Haw 03030002010020 / /
sate - - - - Or — ��...i.♦I
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Park 03030002010050
i/ row ns Sum Ini \ ♦./ \♦_
The subject project site is an environmental restoration
site of the Department of Environmental Quality (DEQ)
Division of Mitigation Services (DMS) and is encompassed
by a recorded conservation easement,but is bordered
by land under private ownership. Accessing the site
may require traversing areas near or along the easement
boundary and therefore access by the general public is not
permitted. Access by authorized personnel of state and
federal agencies or their designees/contractors involved in
the development, oversight,and stewardship of the restoration
site is permitted within the terms and timeframes of their
defined roles. Any intended site visitation or activity by
any person outside of these previously sanctioned roles
and activities requires prior coordination with DMS.
ktp
WILDLANDS
ENGINEERING
03030002
t
Directions to Site:
From Greensboro, NC, take US-29 North approximately 12 miles
past the communities of Brown Summit and Monticello. The north
end of the project Site including Candy Creek Reach 3, Candy
Creek Reach 4, UT1 C, and UT1 D may be accessed by Old
Reidsville Rd (NC SR 2514). The south end of the project Site
including Candy Creek Reach 1, Candy Creek Reach 2, UT2, UT3,
UT4, and UT5 can be accessed via Hopkins Rd (NC SR 2700).
03030002020060 03
Figure 1 Project Vicinity Map
Z" Candy Creek Mitigation Site
DMS Project No. 96315
Environmental 0 1.75 3.5 Miles Monitoring Year 5 - 2021
Quality I I I I I Guilford County, NC

Conservation Easement
Existing Wetlands
Internal Crossing
Stream Restoration
•
Stream Enhancement I
—
Stream Enhancement II
—
Stream Preservation
Non Project Streams
o
Reach Break
Cy:,c
r MOM.:a
ii01
` ., ` f
40
W I L D L A N D S Environmental
ENGINEERING Quality
0 1,000 2,000 Feet
I i I i I
Figure 2 Project Components/Assets Map
Candy Creek Mitigation Site
DMS Project No. 96315
Monitoring Year 5 - 2021
Guilford County, NC

Table 1. Project Components and Mitigation Credits
Candy Creek Mitigation Site
DMS Project No. 96315
Monitoring Year 5 - 2021
Mitigation
Stream Riparian Wetland
Credits
Nitrogen phosphorous Nutrient
Non -Riparian Wetland Buffer Nutrient Offset
Offset
Type R
RE R
RE
R RE
Totals 14,975.867
530.600 N/A
N/A
N/A N/A N/A N/A N/A
Reach ID
As -Built
Existing Footage/
Stationing/
Acreage
Location
ComponentsProject
Approach
Restoration or Restoration Mitigation Credits
RestorationEquivalent Footage Acreage Ratio (SMU/WMU)
STREAMS
Candy Creek Reach 1
100+08 - 117+19
2,885
P1
Restoration
1,711
1:1
1,711.000
117+45-126+27
P1
Restoration
882
1:1
882.000
Candy Creek Reach 2
126+27-131+80
2,398
P1
Restoration
553
1:1
553.000
132+40 - 141+17
P1
Restoration
877
1:1
877.000
141+43-148+42
P1
Restoration
699
1:1
699.000
Candy Creek Reach 3
149+02 - 155+05
2,333
El
Enhancement
603
1.5:1
402.000
155+05 - 155+33
EII
Enhancement
28
2.5:1
11.200
155+62-160+35
Ell
Enhancement
473
2.5:1
189.200
160+62 - 170+37
Ell
Enhancement
975
2.5:1
390.000
Candy Creek Reach 4
170+71-178+74
3,386
P1
Restoration
803
1:1
803.000
179+00 - 196+47
P1
Restoration
1,747
1:1
1,747.000
196+68 - 206+35
P1
Restoration
967
1:1
967.000
UT1C
200+12 - 207+40
551
P1
Restoration
728
1:1
728.000
UT1C-P
207+40 - 211+38
398
Preservation
398
5:1
79.600
UT1D
250+00 - 253+79
437
P1
Restoration
379
1:1
379.000
UT2 Reach 1
300+00 - 304+24
940
El
Enhancement
424
1.5:1
282.667
304+24 - 305+01
P1
Restoration
77
1:1
77.000
305+26 - 311+88
P1
Restoration
662
1:1
662.000
UT2 Reach 2
311+88 - 318+31
746
El
Enhancement
643
1.5:1
428.667
UT2A
350+84 - 354+37
376
El
Enhancement
353
1.5:1
235.333
UT213
270+28 - 276+85
702
Ell
Enhancement
657
2.5:1
262.800
UT3 - P
400+00 - 411+50
1,150
Preservation
1,150
5:1
230.000
UT3
411+50 - 414+96
729
P1
Restoration
346
1:1
346.000
UT4
500+49 - 514+05
1,270
P1
Restoration
1,356
1:1
1,356.000
UT5- P
599+19 - 600+00
81
Preservation
81
5:1
16.200
UT5
600+00 - 607+91
1,297
P1
Restoration
791
1:1
791.000
608+16 - 610+12
Restoration
196
1:1
j 196.000
UTSA
650+00 - 659+70
1,056
Preservation
970
5:1
194.000
659+99 - 660+56
Preservation
1 54
5:1
10.800
Component
Restoration Level
Stream (LF)
Riparian Wetland (ac)
Non -Riparian
Wetland
(ac)
Buffer
(sgft)
Upland
(ac)
Riverine
Non-
Riverine
Restoration
12,774
Enhancement
Enhancement 1
2,023
Enhancement 11
2,133
Preservation
2,653
The linear feet associated with the stream crossings were excluded from the computations.

Table 2. Project Activity and Reporting History
Candy Creek Mitigation Site
DMS Project No. 96315
Monitoring Year 5 - 2021
ReportActivity or
Mitigation Plan
Data Collection Complete
November 2014
Completion or
Scheduled Delivery
March 2016
Final Design -Construction Plans
July 2016
July 2016
Construction
July 2016 - March 2017
March 2017
Temporary S&E mix applied to entire project area'
July 2016 - March 2017
March 2017
Permanent seed mix applied to reach/segments
March 2017
March 2017
Bare root and live stake plantings for reach/segments
March 2017
March 2017
Baseline Monitoring Document
(Year 0)
Stream Survey
October 2016 - March 2017
May 2017
Vegetation Survey
March 2017
Invasive Species Treatment
September / October
2017
Year 1 Monitoring
Stream Survey
October 2017
December 2017
Vegetation Survey
October 2017
Year 2 Monitoring
Stream Survey
June 2018
November 2018
Vegetation Survey
August 2018
Live Staking and Live Facines
March 2019
Riparian Seeding
Stream Maintenance
August 2019
Invasive Species Treatment
September 2019
Additional easement marker installed
September 2019
Year 3 Monitoring
Vegetation Survey
September 2019
December 2019
Stream Survey
October 2019
December 2019
Stream Maintenance Jan -May 2020
Invasive Species Treatment
April - October 2020
Year 4 Monitoring
October 2020
1 December 2020
Additional easement markings installed (horse tape)
August 2021
Year 5 Monitoring
Stream Survey
May 2021
December 2021
Vegetation Survey
September 2021
Beaver trapped, dam removed
November 2021
Stream Maintenance
Encroachment Replanting
Year 6 Monitoring
Year 7 Monitoring
Stream Survey
Vegetation Survey
1Seed and mulch is added as each section of construction is completed.

Table 3. Project Contact Table
Candy Creek Mitigation Site
DMS Project No. 96315
Monitoring Year 5 - 2021
Wildlands Engineering, Inc.
Designer
1430 South Mint Street, Suite 104
Aaron Earley, PE
Charlotte, NC 28203
704.332.7754
Land Mechanic Designs, Inc.
Construction Contractor
126 Circle G Lane
Willow Spring, NC 27592
Bruton Natural Systems, Inc
Planting Contractor
P.O. Box 1197
Fremont, NC 27830
Land Mechanic Designs, Inc.
Seeding Contractor
126 Circle G Lane
Willow Spring, NC 27592
Seed Mix Sources
Green Resource, LLC
Dykes and Son Nursery
825 Maude Etter Rd.
Nursery Stock Suppliers
McMinnville, TN 37110
Foggy Mountain Nursery
Bare Roots
Live Stakes
797 Helton Creek Rd.
Lansing, NC 28643
Bruton Natural Systems, Inc.
Monitoring Performers
Wildlands Engineering, Inc.
Monitoring, POC
Kristi Suggs
704.332.7754 ext. 110

Table 4. Project Information and Attributes
Candy Creek Mitigation Site
DMS Project No. 96315
Monitoring Year 5 - 2021
Project Name
Project Information
Candy Creek Mitigation Site
County
Guilford County
Project Area (acres)
61.74
Project Coordinates (latitude and longitude)
Physiographic Province
Upstream Project Limits —36"13'27.27"N,79"39'37.79"W
Downstream Project Limits —36"14'39.74"N, 79"39'50.46"W
Project Watershed Summary Information
Inner Piedmont Belt of the Piedmont Physiographic Province
River Basin
Cape Fear
USGS Hydrologic Unit 8-digit
03030002
USGS Hydrologic Unit 14-digit
03030002010020
DWR Sub -basin
03-06-01
Project Drain iage Area (acres)
937
Project Drainage Area Percentage of Impervious Area
1%
CGIA Land Use Classification
Parameters
66%—Agriculture/Managed Herbaceous; 29%—Forested/Scrubland, 5% - Developed
Candy Creek Reach 1 Candy Creek Reach 2 Candy Creek Reach 3 Candy Creek Reach 4
Length of Reach (linear feet) - Post -Restoration
2,593
2,129
2,079
3,517
Drainage Area (acres)
560
694
809
937
NCDWR Stream Identification Score
40.5
40.5
45.0
45.0
NCDWR Water Quality Classification
WS-V (NSW)
Morphological Desription (stream type)
G4c
F5 G4c
G4c
Evolutionary trend (Simon's Model) - Pre- Restoration
IV
IV IV
III/IV
Underlying mapped soils
Clifford Sandy Clay Loam, Codorus Loam, Nathalie Sandy Loam, Poplar Forest Gravelly Sandy Loam
Drainage class
Well Drained to Somewhat Poorly Drained
Soil hydric status
Codorus Loam - Hydric
Slope
---
FEMA classification
N/A
Native vegetation community
Piedmont Bottomland Forest
Percent composition exotic invasive vegetation -Post-
Restoration
3
Parameters
UT1C
UT1D
UT2
UT2A
UT213
UT3
UT4
UT5
UTSA
Length of Reach (linear feet) - Post -Restoration
1,126
379
1,806
353
657
1,496
1,356
1,068
1,024
Drainage Area (acres)
28
6
63
15
24
79
190
137
45
NCDWR Stream Identification Score
35.0
27.5
34.5
31.5
31.5
36.5
37.5
31.5
33.5
NCDWR Water Quality Classification
C
Morphological Desription (stream type)
E5b
C5
F5
G5
65c
G4
G4
F4
N/A
Evolutionary trend (Simon's Model) - Pre- Restoration
111
II/III
III/V
III
III
IV
IV
IV
N/A
Underlying mapped soils
Casville Sandy Loam, Codorus Loam, Nathalie Sandy Loam
Drainage class
Well Drained to Somewhat Poorly Drained
Soil hydric status
Codorus Loam - Hydric
Slope
---
FEMA classification
N/A
Native vegetation community
Piedmont Bottomland Forest
Percent composition exotic invasive vegetation -Post-
Restoration
Regulatory
1%
Considerations
Regulation
Applicable?
Resolved?
Supporting Documentation
Waters of the United States - Section 404
Yes
Yes
USACE Nationwide Permit No.27 (Action ID# SAW-2015-01209) and DWR 401
Water Quality Certification (letter from DWR dated 5/13/2015).
Waters of the United States - Section 401
Yes
Yes
Division of Land Quality (Dam Safety)
No
N/A
N/A
Endangered Species Act
Yes
Yes
Candy Creek Mitigation Plan; Wildlands determined "no effect" on Guilford
County listed endangered species. USFWS responded on April 4, 2014 and stated
the "proposed action is not likely to adversely affect any federally listed
endangered or threatened species, their formally designated critical habitat or
species currently proposed for listing under the Act".
Historic Preservation Act
Yes
Yes
No historic resources were found to be impacted (letter from SHPO dated
3/24/2014).
Coastal Zone Management Act (CZMA)/Coastal Area
No
N/A
N/A
FEMA Floodplain Compliance
No
N/A
N/A
Essential Fisheries Habitat
No
N/A
N/A

APPENDIX 2. Visual Assessment Data

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Internal Crossing
® Delineated Wetlands
Sheet Boundaries
Stream Restoration
Stream Enhancement
Stream Enhancement II
Stream Preservation
- Non Project Streams
Cross -Section
Q Reach Break
Photo Point
Vegetation Plots - MYS
Q Criteria Met
- Criteria Not Met
a
I
Figure 3.0lntegrated Current Condition Plan View
Candy Creek Mitigation Site
_ DMS Project No. 96315
0 600 1,200 Feet
WILDLANDS enwronmenra� Monitoring Year s-2021
EN��NEE.�N� Quarry I�i�l
Guilford County, NC

Figure 3.1 Integrated Current Condition Plan View
Candy Creek Mitigation Site
0 125 250 Feet DMS Project No. 96315
WILDLANDS e��o-o�e�rai Monitoring Years-2021
eHciH —N. Q�orry I i i i I
Guilford County, NC

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— Cross -Section
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Vegetation Plots - MYS
Q Criteria Met
Vegetation Problem Areas - MYS
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7A Bare/Poor Herbaceous Cover
Easement Encroachment
— <50' Buffer Width
Stream Problem Areas - MYS
— Bank Erosion / Scour
— Sediment Deposition
• Structure Issue
+66
Figure 3.3 Integrated Current Condition Plan View
wbh NZ Candy Creek Mitigation Site
0 125 250 Feet DMS Project No. 96315
WILDLANDS E,,ra� Monitoring Year 5-2021
EH��NEEa�H� Q�orry I i i i I
Guilford County, NC

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Figure 3.6 Integrated Current Condition Plan View
Candy Creek Mitigation Site
0 125 250 Feet DMS Project No. 96315
WILDLANDS e��o-o�E�rai Monitoring Year 5-2021
ENGINEE G Q�orry I i i i I
Guilford County, NC

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Easement Encroachment
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Figure 3.7 Integrated Current Condition Plan View
Candy Creek Mitigation Site
0 125 250 Feet DMS Project No. 96315
WIL INEENG anvQual` nrm I i i i I Monitoring Year 5-2021
eHciHee Rinc ry
Guilford County, NC

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STREAM PHOTOGRAPHS
Candy Creek
Monitoring Year 5

PHOTO POINT 1 Candy Creek R1— upstream (512412021) 1 PHOTO POINT 1 Candy Creek R1— downstream (512412021) 1
PHOTO POINT 2 Candy Creek R1— upstream (512412021) 1 PHOTO POINT 2 Candy Creek R1— downstream (512412021) 1
PHOTO POINT 3 Candy Creek R1— upstream (512412021) 1 PHOTO POINT 3 Candy Creek R1— downstream (512412021) 1

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PHOTO POINT 16 Candy Creek R2 — upstream (512412021) 1 PHOTO POINT 16 Candy Creek R2 — downstream (512412021) 1
PHOTO POINT 17 Candy Creek R2 — upstream (512412021) 1 PHOTO POINT 17 Candy Creek R2 — downstream (512412021) 1
PHOTO POINT 18 Candy Creek R2 — upstream (512412021) 1 PHOTO POINT 18 Candy Creek R2 — downstream (512412021) 1

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PHOTO POINT 20 Candy Creek R2 — upstream (512412021) PHOTO POINT 20 Candy Creek R2 — downstream (512412021)
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PHOTO POINT 29 Candy Creek R3 — upstream (5/20/2021)
PHOTO POINT 30 Candy Creek R3 — upstream (5/20/2021)
PHOTO POINT 31 Candy Creek R3 — upstream (5/20/2021)
PHOTO POINT 29 Candy Creek R3 — downstream (5/20/2021)
PHOTO POINT 30 Candy Creek R3 — downstream (5/20/2021)
PHOTO POINT 31 Candy Creek R3 — downstream (5/20/2021)

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PHOTO POINT 38 Candy Creek R4 — upstream (512012021) 1 PHOTO POINT 38 Candy Creek R4 — downstream (512012021) 1
PHOTO POINT 39 Candy Creek R4 — upstream (512012021) 1 PHOTO POINT 39 Candy Creek R4 — downstream (512012021) 1
PHOTO POINT 40 Candy Creek R4 — upstream (512012021) 1 PHOTO POINT 40 Candy Creek R4 — downstream (512012021) 1

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PHOTO POINT 65 UT2 R1—upstream (512412021) 1 PHOTO POINT 65 UT2 R1— downstream (512412021) 1
PHOTO POINT 66 UT2 R2 — upstream (512412021) 1 PHOTO POINT 66 UT2 R2 — downstream (512412021) 1
PHOTO POINT 67 UT2 R2 —upstream (512412021) 1 PHOTO POINT 67 UT2 R2 —downstream (512412021) 1

PHOTO POINT 68 UT2 R2 — upstream (512412021) 1 PHOTO POINT 68 UT2 R2 —downstream (512412021) 1
PHOTO POINT 69 UT2A— upstream (512412021) 1 PHOTO POINT 69 UT2A —downstream (512412021) 1
PHOTO POINT 70 UT2A — upstream (512412021) 1 PHOTO POINT 70 UT2A — downstream (512412021) 1

PHOTO POINT 71 UT2B — upstream (512012021) 1 PHOTO POINT 71 UT2B — downstream (512012021) 1
PHOTO POINT 72 UT2B — upstream (512412021) 1 PHOTO POINT 72 UT2B — downstream (512412021) 1
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PHOTO POINT 73 UT2B — upstream (512412021) 1 PHOTO POINT 73 UT2B — downstream (512412021) 1

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PHOTO POINT 77 UT4—upstream (5/24/2021)
PHOTO POINT 78 UT4 — upstream (5/24/2021)
PHOTO POINT 79 UT4—upstream (5/24/2021)
PHOTO POINT 77 UT4 — downstream (5/24/2021)
PHOTO POINT 78 UT4 — downstream (5/24/2021)
PHOTO POINT 79 UT4 — downstream (5/24/2021)

PHOTO POINT 80 UT4 — upstream (512412021) 1 PHOTO POINT 80 UT4 — downstream (512412021) 1
PHOTO POINT 82 UT5 — upstream (512412021) 1 PHOTO POINT 82 UT5 — downstream (512412021) 1

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VEGETATION PHOTOGRAPHS
Monitoring Year 5

Vegetation Plot 1 (9/16/2021)
Vegetation Plot 2 (9/16/2021)
Vegetation Plot 3 (9/16/2021)
Vegetation Plot 4 (9/16/2021)
Vegetation Plot 5 (9/24/2021)
Vegetation Plot 6 (9/16/2021)

Vegetation Plot 7 (912412021) 1 Vegetation Plot 8 (912412021) 1
Vegetation Plot 9 (912412021) 1 Vegetation Plot 10 (912412021) 1
Vegetation Plot 11 (911412021) 1 Vegetation Plot 12 (911412021) 1

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Vegetation Plot 27 (911412021) 1 Vegetation Plot 28 (91912021) 1
Vegetation Plot 29 (91912021) 1 Vegetation Plot 30 (91912021) 1

Vegetation Plot 31 (911412021) 1 Vegetation Plot 32 (911412021) 1
Vegetation Plot 33 (911412021) 1 Vegetation Plot 34 (911412021) 1
Vegetation Plot 35 (911412021) 1 Vegetation Plot 36 (911612021) 1

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AREAS OF CONCERN PHOTOGRAPHS
Monitoring Year 5

Candy Creek Reach 1- Easement encroachment at Candy Creek Reach 1- Easement encroachment, RB (Sta.
upstream extent, LB (Sta. 100+00-100+60) (10/19/2021) 111+00-113+00) (10/19/2021)
Candy Creek Reach 3 - Easement encroachment at Hopkins Road,
LB (Sta. 149+00-150+00) (10/19/2021)
Candy Creek Reach 3 - Bank erosion, RB (Sta. 151+70- UT1D - Failed structures (Sta. 253+00) (05/20/2021)
152+00)(05/20/2021)

IMPROVED AREAS OF CONCERN PHOTOGRAPHS
Monitoring Year 5

Candy Creek Reach 1- stream aggradation (Sta. 100+20- Candy Creek Reach 1- Improved stream aggradation (Sta.
101+50)(10/07/2020) 100+20-101+50)(5/6/2021)
Candy Creek R2 - stream aggradation (Sta. 140+50- Candy Creek R2 - Improved stream aggradation (Sta. 140+50-
140+65)(10/07/2020) 140+65)(05/13/2021)
Candy Creek R3 - stream aggradation (Sta. 156+10- Candy Creek R3 - Improved stream aggradation; point bar
156+40) (05/13/2020) development (Sta. 156+10-156+40) (05/20/2021)

UT5 - stream aggradation (Sta. 603+70-604+70)
(10/19/2020)
UT5 - Improved stream aggradation (Sta. 603+70-604+70)
(05/06/2021)

APPENDIX 3. Vegetation Plot Data

Table 7. Vegetation Plot Criteria Attainment Table
Candy Creek Mitigation Site
DMS Project No. 96315
Monitoring Year 5 - 2021
Plot
Success Criteria
Met (Y/N)
Tract Mean
1
Y
98%
2
Y
3
Y
4
Y
5
Y
6
Y
7
Y
8
Y
9
Y
10
Y
11
Y
12
Y
13
Y
14
Y
15
Y
16
Y
17
Y
18
Y
19
Y
20
Y
21
Y
22
Y
23
Y
24
Y
25
Y
26
Y
27
Y
28
Y
29
Y
30
Y
31
Y
32
Y
33
Y
34
Y
35
N
36
Y
37
Y
38
Y
39
Y
40
Y

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APPENDIX 5. Hydrology Summary Data and Plot

Table 13a. Verification of Bankfull Events
Candy Creek Mitigation Site
DMS Project No. 96315
Monitoring Year 5 - 2021
Year
Date of
MethodMonitoring
Occurrence
Candy Creek Reach 2
(XS14)
MY1
None
Automated Crest Gage
MY2
10/11/2018
MY3
1/21/2019
1/30/20192/23/2019
3/7/2019
MY4
2/6/2020
5/21/2020
MY5
None
Candy Creek Reach 4
(XS23)
MY1
6/19/2017
MY2
7/30/2018
9/17/2018
10/11/2018
MY3
2/23/2019
MY4
2/6/2020
5/21/2020
MY5
7/24/2021
8/14/2021
UT1C (XS27)
MY1
None
MY2
2/9/2018
3/9/2018
10/22/2018
MY3
1/10/2019
1/16/2019
1/21/2019
1/31/2019
MY4
1/22/2020
MY5
7/24/2021
8/14/2021
UT2(XS33)
MY1
None
MY2
1/27/2018
7/30/2018
9/17/2018
10/11/2018
MY3
1/11/2019
1/21/2019
1/26/2019
1/30/2019
MY4
2/6/2020
5/21/2020
MY5
7/24/2021
8/14/2021

Table 13b. Verification of Bankfull Events
Candy Creek Mitigation Site
DMS Project No. 96315
Monitoring Year 5 - 2021
•
UT2A (XS36)
MY1
None
Automated Crest Gage
MY2
2/9/2018
MY3
1/21/2019
1/27/2019
1/30/2019
MY4
5/21/2020
MY5
7/24-28/2021
UT3 (XS37)
MY1
None
MY2
10/11/2018
MY3
1/21/2019
MY4
None
MY5
10/19/2021
Manual Crest Gage &
Visual Documentation
UT4 (XS42)
MY1
None
Automated Crest Gage
MY2
1/31/2018
7/30/2018
9/17/2018
10/11/2018
MY3
1/21/2019
2/23/2019
6/8/2019
MY4
2/6/2020
2/22/2020
5/21/2020
MY5
7/24-25/2021
8/14/2021
9/22/2021

Table 13c. Verification of Bankfull Events
Candy Creek Mitigation Site
DMS Project No. 96315
Monitoring Year 5 - 2021
Year
Date of
Occurrence
MethodMonitoring
UT5 (XS48)
MY1
4/24/2017
Automated Crest Gage
6/19/2017
MY2
1/31/2018
2/6/2018
3/9/2018
7/30/2018
9/17/2018
10/11/2018
M Y3
1/21/2019
1/26/2019
1/30/2019
2/23/2019
8/8/2019
M Y4
10/31/2019
2/6/2020
5/20/2020
6/5/2020
6/8/2020
6/11/2020
MY5
7/19/2021
7/24/2021
8/14/2021
9/22/2021

HYDROLOGY PHOTOGRAPHS
Monitoring Year 5

UT3 - Bankfull event recorded with Manual Crest Gage
(Sta. 413+00) (10/19/2021)
UT3 - Bankfull event recorded from recent sand deposition
on floodplain (Sta. 413+00) (10/19/2021)

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APPENDIX 6. Correspondence

klge
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MEETING MINUTES
MEETING: IRT Credit Release Site Walk (MY4)
Candy Creek Mitigation Site
MEETING DATE: July 7, 2021
LOCATION: Browns Summit, NC
Participants:
• Aaron Earley, Wildlands Project Manager
• Andrew Radecki, Wildlands Stewardship Lead
• Erin Davis, NC IRT for DWR
• Jeff Turner, Wildlands Monitoring Lead
• John Hutton, Wildlands Principal
• Kelly Phillips, NC DMS Project Manager
• Kristi Suggs, Wildlands Monitoring Supervisor
• Lindsay Crocker, NC DMS Eastern Regional Supervisor
• Melonie Allen, NC DMS Closeout & Credit Release Coordinator
• Olivia Munzer, NC IRT for WRC Western Piedmont Habitat Conservation Coordinator
1. Met at the Hopkins Road crossing between Candy R2 and R3.
2. Introductions
3. Walked to the encroachment area of Candy R3 (—STA149+50)
a. The area was evidently not being mowed as the grass was tall.
b. Tree and/or shrub plantings should be scheduled for this winter.
4. Walked downstream along Candy R3
a. Erosion along the inside bend of a pool (—STA150+00)
i. Well vegetated and naturally stabilized. It is developing into more of a point bar.
IRT agreed that this area was no longer of concern.
b. Erosion along outer bend of a pool (—STA151+50) where stream repair work is planned
for the fall/winter of 2021.
i. Discussed installing a brush toe and perhaps some live stakes. It was thought
that this might also help allow for a better bar development on the inside bend.
5. Walked to UT1D where there area series of failed structures that are piping underneath
a. Piping structures (—STA-253+00); repair work is also planned for the same period of the
fall/winter of 2021.
1

NV 1 1. D 1.A',\.'I)S
Suspected cause is the increased elevation change where the flatter headwaters
ties into the lower elevation of the main channel. The steeper grade likely
undercut the structures.
ii. No main concerns were raised.
6. For #4b and #5a, IRT was concerned about access to conduct the repairs so that vegetation
damage would be minimized during the repairs.
a. WEI noted that the site would be accessed by the internal crossing located just
downstream of UT1D.
It was also discussed at the end of the meeting that if the repair work is completed after
the current monitoring year (MY5) report has been submitted then the repair items
should be highlighted in a photolog and sent to DMS for inclusion into the monitoring
report prior to the credit release meeting as there will likely be a discussion about it.
The work is planned for the fall/winter so would most likely occur during MY6 and be
submitted with the MY6 report.
7. There is a dead snag along Candy R3 that needs to be monitored. It is somewhat near a
neighbor's structure for which it could possibly damage if it were to fall.
8. Walked upstream to Candy R2.
a. Looked at manual repair area from 2019/2020. Herbaceous vegetation was well
established and was obscuring any substantial view of the bank. No concerns were
raised.
9. Walked to UT2.
Looked at the bare area along UT2 R2 (—STA315+00); discussed giving one more
attempted treatment to improve the bare area and keeping the lespedeza at bay but it
is a minimal problem given the total area of the project and because there are still trees
both along the fence line and the stream in that area.
Looked at the area where the dam was removed (—STA310+00-311+00)
i. No concerns were raised. The process of removing the dam constructing the
channel in the pond muck was discussed. It is still maintaining a single -thread
channel.
10. Drove upstream to Candy R1 and UT5.
11. Walked part of UT5 (—STA604+00-608+00).
a. The aggradation on this channel and how to report it was discussed in detail. The main
take away is that the aggradation and sedimentation in the channel that was observed
was not negatively impacting the overall structure or function of the stream.
b. The sedimentation was mostly within the banks, but some was also on the floodplain.
Its structure was coarse sand. The source is suspected to have come from off -site as no
erosive areas have been observed within the easement. There are several farm ponds
upstream of the project (above UT5-preservation) that drain a large agricultural tract
and could have provided the sediment load, as could have an overflowing or breached
pond dam (although no direct source has been confirmed).
c. For the effects on the stream, it was noted that while the pools are filling with some
sand, the stream is functioning more like a sand -bed stream. The pools are present but
shallow, and the sediment is not collecting or burying the riffles as noted by the
macroinvertebrates present today on the riffle substrate.
d. It was discussed how this stream is geographically positioned in a transitional area of
the piedmont and the slate belt and that some watersheds have soils with a greater

klge
NV 11.D1.:\IIJS
sand load. The sand load in the watershed was not expected during the Mitigation Plan
stage but isn't unexpected given the geographic location.
e. How to report the aggradation changes was discussed. The official DMS guidance should
be followed; however, the following ideas were mentioned and could be considered if
given approval:
i. Getting photographs early in the year (prior to leaf -out) would be beneficial.
ii. Survey is still desired later in the year to capture changes that occurred during
the monitoring year, but it was noted that even if the survey occurs early, the
profile will still capture 12 months of change from the last survey period.
iii. Using a 360-camera is an idea to show the streams, although the vegetation
would be a problem. Using a story map and drones are also ideas, but the latter
are better for early projects, or showing vegetation change from year to year.
This idea may not be an option for this project, especially within the next few
years.
12. The general idea was that the aggradation should continue to be shown and reported, and it
should be discussed in the narrative of the text. (It was noted that any area of concern should be
discussed in the narrative.) However, the discussion can cover how the aggradation (or any
issue) is being reported but is not a substantial cause for concern because of X, Y, or Z.
13. Walked to Candy R1
a. Encroachment area (—STA101+00)
i. The area is being encroached upon by an adjacent landowner who is not part of
the project. He has been contacted and asked to stop mowing the area.
ii. Horse tape is being used as are additional easement markers.
iii. Trees and/or shrubs should also be planted in this area.
14. Action items:
a. Use the narrative portion of the report to discuss areas of concern; use the text to
convey the level of concern about it and if any action is needed. For example using UT5,
continue to report its presence but provide information about whether the aggradation
is/is not getting worse and if any action is/is not needed.
b. Continue to report the current aggradation on UT5 but currently it is not a substantial
concern making sure to discuss its current state and to refer to the discussion we had
on -site. Include the meeting notes in the monitoring report appendix.
c. Look into giving one more attempted treatment to improve the bare area along UT2 R2
and keep the lespedeza at bay. However, don't go overboard with trying to establish
vegetation because it is a minimal problem given the total area of the project and there
are still trees both along the fence line and the stream in that area.
d. Repairs planned for items #4 and #5. In the MY5 report, discuss the areas of concern in
the narrative, provide photos if available, and discuss the repair plan documenting if it
has been completed or when it is to be completed. If the work is done prior to the
submittal of the MY5 report to DMS, include photos of the repair area. If it is done after
the submittal to DMS, send a photolog of the repairs to DMS for inclusion in the report
prior to the credit release meeting.
e. Encroachment areas should include supplemental plantings of trees/shrubs.
f. The next IRT walk is not expected until the final close-out. At that point, any
continuing/new encroachment areas could be an issue in getting the final credit release.

Jeff Turner
From: Kristi Suggs
Sent: Tuesday, November 23, 2021 1:08 PM
To: Jeff Turner
Subject: FW: [External] FW: Pebble Count Data Requirements
Please see below.
Kristi Suggs I Senior Environmental Scientist
0:704.332.7754 x110 M:704.579.4828
Wildlands Engineering, Inc.
1430 S. Mint St, Suite 104
Charlotte, NC 28203
From: Phillips, Kelly D <Kelly.Phil [e-mail]>
Sent: Thursday, November 18, 2021 3:56 PM
To: Kristi Suggs <[e-mail]>
Cc: Mimi Caddell <[e-mail]>
Subject: RE: [External] FW: Pebble Count Data Requirements
Kristi,
You may implement the new pebble count policy on any of the projects that I manage in accordance with the policy and
your own professional judgement. Please feel free to utilize pebble count data for any site that you determine would
benefit from the analysis. Some sites may have specific performance criteria or other factors where pebble counts could
be required.
Let me know if you have any questions,
Kelly Phillips
Project Manager
NCDEQ Division of Mitigation Services
919-723-7565
kelly.phillips(cancdenr.gov
610 East Center Avenue
Suite 301
Mooresville, NC 28115
D— Esl/�
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Kristi Suggs <[e-mail]>
Sent: Wednesday, October 27, 2021 1:26 PM
To: Phillips, Kelly D <Kelly.Phil [e-mail]>

Cc: Mimi Caddell <mcaddelI@wild landsene.com>
Subject: [External] FW: Pebble Count Data Requirements
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Kelly,
Jason Lorch in our Raleigh Office forwarded this meeting memo to me. It says that conducting pebble counts for DMS
monitoring (MYO — MY7) projects is no longer needed as long as it has been okayed by the DMS PM. Moving forward,
are you going to allow us to stop doing them on your projects? Please let me know. Thank you!
Kristi
Kristi Suggs I Senior Environmental Scientist
0:704.332.7754 x110 M:704.579.4828
Wildlands Engineering, Inc.
1430 S. Mint St, Suite 104
Charlotte, NC 28203
From: Jason Lorch <jlorch@wild landseng.com>
Sent: Monday, October 25, 2021 9:05 AM
To: Kristi Suggs <[e-mail]>
Subject: FW: Pebble Count Data Requirements
FYI!
Jason Lorch, GISP I Senior Environmental Scientist
0:919.851.9986 x107 M:919.413.1214
Wildlands Engineering, Inc.
312 West Millbrook Road, Suite 225
Raleigh, NC 27609
From: Russell, Periann <[e-mail]>
Sent: Thursday, October 21, 2021 10:05 AM
To: King, Scott <[e-mail]>; Catherine Manner <[e-mail]>; Tugwell, Todd J
CIV USARMY CESAW (US)<[e-mail]>; [e-mail]; Brad Breslow <[e-mail]>;
Davis, Erin B <[e-mail]>; [e-mail]; grant lewis<[e-mail]>; Jeff
Keaton <[e-mail]>; katie mckeithan <[e-mail]>; Kayne Van Stell
<[e-mail]>; Kevin Tweedy <[e-mail]>; Reid, Matthew
<[e-mail]>; Ryan Smith <[e-mail]>; Melia, Gregory <[e-mail]>; Allen,
Melonie <[e-mail]>; Famularo, Joseph T <[e-mail]>; [e-mail]; Bryan
Dick <[e-mail]>; Ryan Medric <[e-mail]>; Kim Browning
<[e-mail]>; Kayne Van Stell <[e-mail]>; Worth Creech
<worth@restoratio nsystems.com>; Jason Lorch <6lorch@wild landseng.com>
Cc: Crocker, Lindsay <[e-mail]>; Wiesner, Paul <[e-mail]>; Tsomides, Harry
<[e-mail]>; Reid, Matthew <[e-mail]>; Dow, Jeremiah J
<[e-mail]>; Horton, Jeffrey <[e-mail]>; Ullman, Kirsten J

<[e-mail]>; Ackerman, Anjie <[e-mail]>; Blackwell, Jamie D
<[e-mail]>; Xu, Lin <[e-mail]>; Mir, Danielle <[e-mail]>; Corson, Kristie
<[e-mail]>; Russell, Periann <[e-mail]>; Sparks, Kimberly L
<[e-mail]>
Subject: Pebble Count Data Requirements
Please review the attached memo documenting the agreed upon policy for pebble count data requirements.
Please reply (me only) to this email if accept that this memo represents (or misrepresents) our discussion on Sept 29.
Thank you.
Periann Russell
Geomorphologist
Division of Mitigation Services, Science and Analysis
NC Department of Environmental Quality
919 707 8306 office
919 208 1426 mobile
periann.russella-ncdenr.gov
Mailing: 1652 Mail Service Center Raleigh, NC 27699-1652
Physical: 217 West Jones Street Raleigh, NC 27603
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties