20140334 Ver 1_Year 4 Monitoring Report_2020_20210223

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Initial Review Completed Date 02/24/2021
Mitigation Project Submittal -2/23/2021
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Project Type: C' DMS r Mitigation Bank
Project Name: Candy Creek Stream Mitigation Site
County: Guilford
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Mitigation Monitoring Report
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MONITORING YEAR 4 CANDY CREEK MITIGATION SITE
Guilford County, NC
ANNUAL REPORT NCDEQ Contract 5794
NCDMS Project Number 96315
USACE Action ID Number 2015-01209
FINAL DWR Project Number 14-0334
RFP Number 16-005568
Data Collection Period: March - October 2020
Final Submission Date: February 10, 2021
PREPARED FOR:
NC Department of Environmental Quality
Division of Mitigation Services
1652 Mail Service Center
Raleigh, NC27699-1652

PREPARED BY:
t‘i
WILDLANDS
ENGINEERING
1430 South Mint Street, Suite 104
Charlotte, NC 28203
Phone: [phone]
Fax: [phone]

kt�
WILDLANDS
ENGINEERING
February 10, 2021
Kelly Phillips
Project Manager
NCDEQ— Division of Mitigation Services
232 State Park Road
Troutman, NC 28166
RE: Draft Monitoring Year 4 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 4 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 RFP # to the cover sheet.
Wildlands' response: The RFP Number (16-005568) has been added to the cover sheet.
DMS' comment: Section 1.0 Executive Summary: Please identify the thermal regime (warm) in the
project summary information.
Wildlands' response: The text has been updated to reflect that the Site is expected to generate "(warm)
Stream Mitigation Units".
DMS' comment: Section 1.2.5.1 Stream Assessment: Add a reference to the Area of Concern
Photograph showing the sediment deposition in UTS.
Wildlands' response: The text has been updated to reference the Areas of Concern Photograph in
Appendix 2 for the sedimentation observed on UT5.
DMS' comment: Section 1.2.5.2 Vegetative Assessment: Add a reference to the CCPV figures showing
the mowing encroachments discussed at the end of this section.
Wildlands' response: The text has been updated to reference the specific CCPV Figures depicting the
three areas of encroachment (Figures 3.1 and 3.5 of Appendix 2).
DMS' comment: Appendix 1, Table 2 - Project Activity and Reporting History: Include the easement
signage installed during MY4 as a project activity in Table 2 and call out the locations on the CCPV
figures.
Wildlands' response: As mentioned in Section 1.2.6: Adaptive Management Plan, additional signage was
installed during a prior monitoring year (clarified to MY3), and additional signage may also be installed
in the future; however, no signage was added during MY4. The Appendix 1 Table 2 was updated to
reflect that an additional easement marker was installed in September 2019, and the location of the new
sign was added to the CCPV Figure 3.1.
Wildlands Engineering, Inc. • phone [phone] • fax [phone] • 1430 S. Mint Street, # 104 • Charlotte, NC 28203

WILDLANDS
ENGINEERING
DMS'comment: Digital files:
a. The feature for UT2A in the DMS geodatabase has a length of 376 ft, but the Restoration
Footage/Acreage column of the asset table reports a length of 353 ft. Please resubmit a set of
stream features that accurately characterize the length of UT2A.
Wildlands'response: The Enhancement I portion of UT2A in the GIS dataset was corrected to the As-Built
survey length of 353 ft. The figures 2, 3.0, and 3.4 now reflect this correction.
b. The stream problem area and encroachment features include a monitoring year field, and
have the prior monitoring year's features included, but some of these entries were not
attributed. If you include multiple monitoring years'worth of data in the submission, please
make sure the monitoring year field is attributed, and resubmit.
Wildlands'response: The GIS dataset was updated. Where previous monitoring years were referenced in
the attribute table, these attributes were removed to avoid confusion. The attribute tables now include
an updated "MY"field with a value of only "MY4"to reflect that all features were present during MY4.
The following layers are now corrected:Areas of Concern Points, Easement Encroachment, Stream
Problem Areas, and Vegetation Problem Areas.
c. Photos were only included up to photo point 30. Please include all of the photos used for
monitoring.
Wildlands'response:All photo point and area of concern photos have been included in the updated, Final
MY4 digital files for Candy.
Enclosed please find two (2) hard copies and one (1) electronic pdf copy of the Final Monitoring Report
on CD along with the updated digital files. Please contact me at 704-332-7754 x110 if you have any
questions.
Sincerely,
Kristi Suggs
Senior Environmental Scientist
[e-mail]
Wildlands Engineering,Inc. • phone [phone] • fax [phone] • 1430 S.Mint Street,#104 • Charlotte,NC 28203

EXECUTIVE SUMMAk
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 Mitigation Units (SMUs)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.
Candy Creek Mitigation Site
Monitoring Year 4 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 2020. Monitoring
Year(MY)4 assessments and site visits were completed between May and October 2020 to assess the
conditions of the project. Per IRT guidelines, detailed monitoring and analysis of vegetation and channel
cross-sectional dimensions were omitted during MY4. Visual observations, hydrology data, and
management practices are included in this report. To preserve clarity and continuity of reporting
structure, this report maintains section and appendix numbering from previous monitoring reports.
Omitted sections are denoted in the table of contents.
Overall, the majority of the Site has met the required stream, vegetation, and hydrology success criteria
for MY4, and is on track to meet in MY5 and MY7.
Stream problem areas throughout the Site are minimal. Erosional areas, where present, are located
along outer meander bends, behind lunker logs, at the tie-ins of in-stream structures, or as scour lines
below vegetated tops of bank. Areas of in-stream aggradation were also noted on UT5 and in isolated
areas throughout the project Site. Remedial action for these areas will be conducted as outlined in the
Adaptive Management Section of the report, if deemed necessary.
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 continues to meet and exceed the minimum 30 consecutive day hydrologic baseflow
criteria.
Areas of invasive species were treated between 2017 and 2020 and currently make up approximately
1.8%of the total easement area. Overseeding and soil amendments reduced the size of bare
herbaceous areas within the planted riparian zone. During MY4, three areas of mowing encroachment
were documented along Candy Creek Reaches 1 and 3. The resident beaves and the two beaver dams
documented in MY3 on Candy Creek Reach 4 were removed during MY4.
Candy Creek Mitigation Site
Monitoring Year 4 Annual Report—FINAL ii

CANDY CREEK MITIGATION SITE
Monitoring Year 4 Annual Report
TABLE OF CONTENTS
Section 1: PROJECT OVERVIEW
1.1 Project Goals and Objectives 1-1
1.2 Monitoring Year 4 Data Assessment 1-2
1.2.1 Stream Assessment 1-2
1.2.2 Stream Hydrology Assessment 1-2
1.2.3 Vegetative Assessment 1-2
1.2.4 Visual Assessment 1-3
1.2.5 Areas of Concern 1-3
1.2.6 Adaptive Management Plan 1-5
1.3 Monitoring Year 4 Summary 1-6
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
Appendix 3* Vegetation Plot Data
Table 7 Vegetation Plot Criteria Attainment Table
Table 8 CVS Vegetation Plot Metadata
Table 9a-g Planted and Total Stems
Appendix 4* Morphological Summary Data and Plots
Table 10a-f Baseline Stream Data Summary
Table 11a-c 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-b Verification of Bankfull Events
Stream Gage Plot
*Content not required for Monitoring Year 4
Candy Creek Mitigation Site
Monitoring Year 4 Annual Report—FINAL III

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, UT2B, 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 II)
activities were utilized for Candy Creek Reach 3, UT2 (upper Reach 1 and Reach 2), UT2A, and UT2B. 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) SMUs. 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.
Candy Creek Mitigation Site
Monitoring Year 4 Annual Report—FINAL 1-1

• Exclude cattle from project streams. 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 4 Data Assessment
Annual monitoring and quarterly site-visits were conducted during MY4 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.
1.2.1 Stream Assessment
MY4 is a reduced monitoring year and detailed geomorphologic surveys, sediment collection, or analysis
are not required. However, based on field observations during site assessments, site maintenance, and
the implementation of land stewardship activities, the majority of the project reaches within the Site
continue to remain stable and are functioning as designed. Areas where current and/or former
instability or stream functional issues have been noted are discussed in Section 1.2.5, outlined in Tables
5a-5m, and depicted in Figures 3.1—3.7.
1.2.2 Stream Hydrology Assessment
At the end of the seven-year monitoring period, two or more bankfull events must have occurred in
separate years within the restoration and enhancement I reaches. Seasonal flow must be documented
in the intermittent stream (UT1D) at the Site. Under normal rainfall circumstances,the presence of
stream flow on intermittent channels must be documented annually for at least 30 consecutive days
during the seven-year monitoring period.
In MY3, the site was recorded as only achieving partial attainment of the hydrologic bankfull success
criteria. UT1D was listed as the reach hindering the site from meeting this requirement; however, this
was a mistake. UT1D is not being monitoring for bankfull flow. It is only being monitored for
intermittent base flow;therefore, the site did meet full hydrologic bankfull flow attainment for all the
monitored reaches in MY3.
In MY4, all reaches except for UT3 experienced at least one bankfull event during the monitoring year,
with multiple occurrences along most reaches. UT1D also met and exceeded the minimum baseflow
requirement by maintaining baseflow throughout the entire monitoring period. Currently the site has
met the hydrologic bankfull criteria for the site and is on track to meet the intermittent baseflow
requirement for UT1D. Refer to Appendix 5 for hydrologic summary data and plots.
1.2.3 Vegetative Assessment
Detailed vegetation inventory and analysis is not required during MY4. However, visual assessment
during MY4 indicated that vegetation on the Site overall is performing sufficiently to attain the interim
Candy Creek Mitigation Site
Monitoring Year 4 Annual Report—FINAL 1-2

success criteria of 260 stems per acre by MY5. Planted vegetation must average 10 feet in height in each
plot at the end of the MY7.
Desirable volunteer species that have been present for at least two consecutive years and in plots where
recorded density rates were low in previous monitoring years were recorded and tagged in MY4. Each
volunteer species will be monitored in subsequent monitoring years (MY5 - MY7) and included in the
overall density rates and subject to stem height requirements for the associated plots. These species will
be documented in the associated plot when vegetation monitoring resumes in MY5. Refer to Appendix
2 for vegetation photographs and the vegetation condition assessment table.
1.2.4 Visual Assessment
An interim Site walk was performed during the spring of 2020 and a final Site walk was performed in
October of 2020 to document field conditions. Overall, the majority of the site is stable and functioning
as designed. Banks are low and well vegetated; structures are intact; and the channel is actively able to
move sediment through the system, minimizing aggradation, and interact with their floodplain to
dissipate erosive stream velocities. Riffles are stable and comprised of coarser bed material, while pools
are deep and comprised mostly of silts and sands. The riparian buffer is well established with native
herbaceous and woody species, while the presence of invasive species populations remains minimal; the
conservation easement is intact and encroachments, when noted, are minimal in size and quantity.
However, a few areas of concern were noted during the Site's visual assessment and are described
below.
1.2.5 Areas of Concern
At this time, most of the areas of instability or poor performance are either already restabilizing with
herbaceous and woody vegetation, self-rectifying, or likely to do so and do not require additional
maintenance. However, in areas where intervention is needed, an adaptive management plan is
outlined in Section 1.2.6. See Appendix 2 for the visual stability assessment tables, Integrated Current
Condition Plan View (CCPV) maps, and reference photographs.
1.2.5.1 Stream Assessment
Bank erosion was observed 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. Many of the small
erosion areas noted in previous years appeared to have stabilized with woody and herbaceous
vegetation and stream maintenance conducted during the summer of MY3 and in late winter and early
spring of MY4 were effective at addressing any sizable areas of instability throughout the project. Visual
assessments in subsequent monitoring years will continue to document these areas of instability.
Areas of existing and new aggradation were also noted during the MY4 site assessment. The new areas
of aggradation are located along Candy Creek Reach 2, Reach 3, and UT4. The existing areas of
aggradation are located along UT5 and a couple small sections of UT2 Reach 2. The new areas are likely
due to in-stream vegetation trapping fines or from downed trees forming a debris jam along the
channel, slowing down stream velocities, and backing up water. The area along UT2 Reach 2 was likely
caused by floodplain erosion that occurred earlier in the monitoring phase when bare areas along UT2
were more prevalent. It was previously thought that over time UT2 would be able to flush the influx of
sedimentation downstream, but recent investigations have determined that the channel has become
clogged and discharge velocities are dispersing through the floodplain rather than concentrating in
channel to flush out the clogged sediment. Though investigations have been conducted throughout the
restoration portion of the reach, as well as cursory reviews of contributing drainage area, no definitive
sources for the influx of sedimentation on UT5 have been found. However, it is suspected that an off-
Candy Creek Mitigation Site
Monitoring Year 4 Annual Report—FINAL 1-3

site agricultural field upstream of the preservation portion of UT5 is a contributing factor to the
sediment load. The sedimentation occurring along UT5 is shown in the Areas of Concern Photographs in
Appendix 2. Section 1.2.6 for adaptive management strategies for these areas of concern.
The two beaver dams and the resident beavers previously documented on Candy Creek Reach 4 during
MY3 were removed early in MY4 and have not returned.
1.2.5.2 Vegetative Assessment
On-going invasive treatments, as well as applications of riparian seed and soil amendments in bare areas
along the floodplain, have kept the presence of invasive vegetation to a mere 1.8%of the easement area
and reduced the size of bare herbaceous areas from 0.8%of the planted acreage in MY3 to 0.2%of the
planted area in MY4. As previously stated, the majority of the easement is intact. Areas lacking
herbaceous cover and low woody stem density are rare. Invasive species are present but not negatively
affecting the establishment of native species, and areas of easement encroachment consist only of
mowing overreach and constitute approximately 0.07 acres or 0.1%of the total easement acreage.
Additional details from the MY4 vegetative assessment are outlined below and in Table 6 of Appendix 2.
Locations of the areas described below are depicted in Figures 3.1 - 3.7.
Areas of low stem density noted in MY3 consisted of 0.6%of the Site. However, upon further
investigation of these areas in MY4, it was determined that the areas noted in MY3 were isolated to
eight of the forty vegetation plots within the project Site. These recorded low stem densities only
reflected the number of planted stems, rather than total woody stem density if volunteers had been
included. Therefore, after the MY4 site walk and reassessing the areas noted during MY3 to include
volunteers listed on the as-built planting plan, only two areas of low woody stem density was
documented within the Site, near vegetation plots 33 and 35. So now, the total low woody stem density
constitutes of approximately 0.05 acres or 0.2%of the Site. Table 6 was revised MY4 to correctly reflect
these updates.
Volunteers within the project Site, as well as within the monitored plots, include a large number of
different species of both desirable and less desirable species. Suitable volunteer species include species
listed on either the project's as-built planting list or other similar project planting lists and are present
for at least two consecutive years. In order to better reflect the actual woody stem densities within the
site, suitable volunteer species located within the eight previously mentioned vegetative plots were
tagged and recorded in MY4 for inclusion in subsequent monitoring years. Each volunteer species will
be monitored and included in the overall density rates and subject to stem height requirements for the
associated plots in MY7. Volunteer species documented include those from the initial planting list, such
as river birch (Betula nigra), sycamore (Platanus occidentalis), and willow oak(Quercus phellos). Those
documented that were not on the planting list for Candy Creek, but have often been included on
comparable project planting lists include: American elm (Ulmus americana), elderberry(Sambucus
canadensis), winged elm (Ulmus alata), tulip poplar (Liriodendron tulipifera), black willow (Salix nigra),
black gum (Nyssa sylvatica), slippery elm (Ulmus rubra), and silky willow (Salix sericea).
In MY3, a couple of bare/poor herbaceous cover areas were noted along UT2 and UT2A. In MY4, the
area along UT2A has revegetated with herbaceous cover and is no longer of issue; however, the area
along UT2,though smaller in size due to on-going maintenance, still persists.
Invasive species present within the conservation easement during MY4 consist of English ivy(Hedera
helix),Japanese honeysuckle (Lonicera japonica),Asian spiderwort(Murdannia keisak), water primrose
(Ludwigia hexapetala), kudzu (Pueraria montana), multi-flora rose (Rosa multiflora), and tree of heaven
(Ailanthus altissima). English ivy and Japanese honeysuckle persist primarily in mature forests, while
Asian spiderwort and water primrose are present along stream reaches and vernal pools where breaks
Candy Creek Mitigation Site
Monitoring Year 4 Annual Report—FINAL 1-4

in stream shade and canopy species are common. The remainder of the invasive species types are
scattered throughout the easement. Locations of noted invasive species are depicted in Figures 3.1- 3.7.
Three areas of mowing encroachment were documented in October of 2020. Two of the mowing
encroachment areas are located on Candy Creek Reach 1, as shown in Figure 3.1 (Appendix 2). The one
that is in the left floodplain at the upstream extent of the easement boundary(Stations 100+00-100+60)
has existed since 2019, while the other is a small new area along the right floodplain easement
boundary(Stations 111+00-113+00). The third encroachment area is shown in Figure 3.5 (Appendix 2).
It is located along the left floodplain easement boundary of Candy Creek Reach 3 and just downstream
of Hopkins Road (Stations 149+00-150+00). These three areas constitute approximately 0.07 acres, or
0.1%of the total easement acreage.
1.2.6 Adaptive Management Plan
As result of large storm events (precipitation greater than two inches per event)that occurred during
the fall of 2018, including the remnants of Hurricane Florence and Michael, a maintenance repair plan
was created to stabilize any significant areas of erosion. Most of maintenance repair plan was conducted
in March and August of 2019 and consisted of live staking stream banks, trenching live fascines along
top of bank, and rebuilding outside meander bends and replanting the banks with established
vegetation transplanted from the floodplain. Additional repairs consisting of the same implementation
measures were also conducted in late winter and early spring of MY4. These measures were effective at
addressing any sizable areas of instability throughout the project while many of the other small erosion
areas noted in previous years appeared to have stabilized with woody and herbaceous vegetation and
are no longer of issue.
Erosion along the banks of a couple of areas on Candy Creek, which were previously thought to not
require and maintenance, have worsened due to multiple large rain events in 2020. These areas include
a collapsed structure with bank erosion near Station 136+00 on Candy Reach 2 and an area of bank
erosion and one of bank slump on Candy Creek Reach 3. Repairs will restabilize these areas of concern
and will be conducted during the winter of 2020.
Aggregational areas noted along Candy Creek Reach 2, Reach 3, and UT4 will be addressed with
continued on-site maintenance to treat instream vegetation and the removal of channel debris and
downed trees impeding stream flows.The aggradation on UT2 Reach 2 will need to be addressed with
the use of hand tools to remove the sediment plug and re-establish instream channel velocities. Any
areas of bank or floodplain disturbance due to maintenance activities will be revegetated, as needed.
Before a management plan can be established for UT5, Wildlands will need to further investigate the
source of the sedimentation into the system. Additional reviews of the drainage area are planned for
the winter of 2020- 2021. Once the sediment source has been determined, an adaptive management
plan will be developed for the reach.
Invasive species treatments were conducted in the winter of 2020 and continued intermittently through
October. These on-going treatments, both chemical and mechanical, have kept the presence of invasive
vegetation to a mere 1.8% of the easement area and will continue to be conducted as needed during the
preferred time of year for the target species. Most of the Site which had dense areas of the aquatic
plant species such as Asian spiderwort and water primrose were treated during the summer of 2020.
Their prevalence was greatly reduced by the time of the Site assessment in October of 2020; however,
due to the dense nature of these two species, follow up treatments will be needed in subsequent
monitoring years. While chemical treatment of the patch of kudzu along Candy Creek Reach 4 was
completed during the end of MY3, mechanical removal of this species continued in 2020 as it
reappeared in small numbers. Lastly, a site-wide treatment of tree of heaven and paulownia
Candy Creek Mitigation Site
Monitoring Year 4 Annual Report—FINAL 1-5

populations occurred during MY4. These treatments greatly reduced the coverage of these species as
well. However, they will also continue to be monitored to determine if additional treatments are
required.
As previously stated in section 1.2.5.2, areas of low herbaceous coverage received an application of soil
amendments and were overseeded with a riparian mix in early MY4. This application reduced the size of
bare herbaceous areas from 0.8%of the planted acreage in MY3 to 0.2%of the planted area in MY4.
Areas of low herbaceous cover will continue to be monitored and additional amendment applications
will be conducted as needed.
Though the mowing encroachment areas along the upstream extents of Candy Creek Reach 1 and 3
have been addressed with the property owners in the past and additional signage along Reach 1 was
installed in 2019, discussions will continue until the problems are thoroughly resolved. Additionally, the
new area located on the easement boundary approximately mid-reach along Candy Creek Reach 1 will
be discussed with the property owner. Vegetation growth within these encroachment areas will be
subsequently monitored. If additional over-seeding or planting is needed a maintenance plan will be
established. Additional signage, easement posts, and horse-tape fencing may also be installed to further
discourage these activities from continuing.
1.3 Monitoring Year 4 Summary
The Candy Creek Mitigation Site is on track to meet monitoring success criteria for geomorphology,
hydrology, and vegetation performance standards. All reaches except for UT3 experienced at least one
bankfull event during the monitoring year, and the Site has met the hydrologic bankfull criteria for the
project. UT1D continues to meet and exceed the minimum baseflow requirement for an intermittent
stream and is on track to meet the requirement for the Site. Vegetation appears to be performing
adequately to attain the MY5 density requirement of 260 stems per acre. 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.
Invasive species were treated during MY4 throughout the entire site and have been reduced to
approximately 1.8%of the Site. Resident beavers and their dams were removed, and the areas were
live-staked. In addition, several areas of stream bank erosion were repaired and replanted. Only a few
areas of concern including pockets of invasive plant species, areas of low herbaceous cover and/or stem
density, isolated areas of bank scour and/or aggradation, and easement encroachment continued to be
documented at the end of MY4. All of which will continue to be monitored and adaptive management
will be performed as needed.
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. Narrative background and supporting
information formerly found in these reports can be found in the Mitigation Plan documents available on
NCDMS' website. All raw data supporting the tables and figures in the appendices are available from
NCDMS upon request.
Candy Creek Mitigation Site
Monitoring Year 4 Annual Report—FINAL 1-6

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.
Candy Creek Mitigation Site
Monitoring Year 4 Annual Report—FINAL 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.
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&grou pld=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.
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.
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.
Candy Creek Mitigation Site
Monitoring Year 4 Annual Report—FINAL 3-1

APPENDIX 1. General Figures and Tables

,i .•1
V •
/ { 0301010
1 03010103240010
Project Location
1 r ids vine i•—•—•--
03010103220060 •,.. 1 .- 1,--- _„ . i.— — ! Hydrologic Unit Code(14)
•
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— _ _ '�"�
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Park /tat ) 03030002010050
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1._
Thesubject project site is an environmental restoration Directons to Site:
site of the Department of Environmental Quality(DEQ) From Greensboro, NC,take US-29 North approximately 12 miles
Division of Mitigation Services(DMS)and is encompassed past the communities of Brown Summit and Monticello. The north
by a recorded conservation easement,but is bordered 300C end of the project Site including Candy Creek Reach 3, Candy
by land under private ownership.Accessing the site Creek Reach 4, UT1 C,and UT1 D may be accessed by Old
may require traversing areas near or along the easement Reidsville Rd(NC SR 2514). The south end of the project Site
boundary and therefore access by the general public is not inlcuding Candy Creek Reach 1, Candy Creek Reach 2, UT2, UT3,
permitted. Access by authorized personnel of state and UT4,and UT5 can be accessed via Hopkins Rd (NC SR 2700).
federal agencies or their designees/contractors involved in
the development,oversight,and stewardship of the restoration �,i•�.i ��
site is permitted within the terms and timeframes of their r•�•1.,% t C
defined roles.Any intended site visitation or activity by i'"
any person outside of these previously sanctioned roles / 03030002020060 03030002030010
and activites requires prior coordination with DMS. t
111141t, Figure 1 Project Vicinity Map
Candy Creek Mitigation Site
DMS Project No. 96315
W I 1,13 I A N 1) S 1 ilt
0 1.75 3.5 Miles Monitoring Year 4-2020
ENGINLERING I I I
Guilford County, NC

I. -Conservation Easement
® Existing Wetlands
i
/// Internal Crossing P
/
��' - Stream Restoration I
sue,
l' •
' • Stream Enhancement I
, , Stream Enhancement II
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11111111 Figure 2 Project Components/Assets Map
Candy Creek Mitigation Site
DMS Project No. 96315
W I L D L A N D S kik
0 1,000 2,000 Feet Monitoring Year 4-2020
ENGINEERING I I I I I N
Guilford County, NC

Table 1. Project Components and Mitigation Credits
Candy Creek Mitigation Site
DMS Project No.96315
Monitoring Year 4-2020
Mitigation Credits
Nitrogen Phosphorous Nutrient
Stream Riparian Wetland 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
Project Components
As-Built
Existing Footage/ Restoration or Restoration Mitigation Credits
Reach ID Stationing/ Approach
Acreage Restoration Equivalent Footage/Acreage Ratio (SMU/WMU)
Location
STREAMS
100+08-117+19 P1 Restoration 1,711 1:1 1,711.000
Candy Creek Reach 1 2,885
117+45-126+27 P1 Restoration 882 1:1 882.000
126+27-131+80 P1 Restoration 553 1:1 553.000
Candy Creek Reach 2 132+40-141+17 2,398 P1 Restoration 877 1:1 877.000
141+43-148+42 P1 Restoration 699 1:1 699.000
149+02-155+05 El Enhancement 603 1.5:1 402.000
155+05-155+33 ElI Enhancement 28 2.5:1 11.200
Candy Creek Reach 3 2,333
155+62-160+35 ElI Enhancement 473 2.5:1 189.200
160+62-170+37 ElI Enhancement 975 2.5:1 390.000
170+71-178+74 P1 Restoration 803 1:1 803.000
Candy Creek Reach 4 179+00-196+47 3,386 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
300+00-304+24 El Enhancement 424 1.5:1 282.667
UT2 Reach 1 304+24-305+01 940 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
UT2B 270+28-276+85 702 ElI 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
600+00-607+91 Restoration 791 1:1 791.000
UTS 1,297 P1
608+16-610+12 Restoration 196 1:1 196.000
650+00-659+70 - Preservation 970 5:1 194.000
UTSA 1,056
659+99-660+56 - Preservation 54 5:1 10.800
Co • • • • • .
4.11
Riparian Wetland(ac) Non-Riparian
Restoration Level Stream(LF) Non- Wetland Buffer Upland
Riverine Riverine (ac) (sqft) (ac)
Restoration 12,774 - - - - -
Enhancement - - - - -
Enhancement I 2,023
Enhancement II 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 4-2020
Activity or Report Data Collection Complete Completion or Scheduled
Mitigation Plan November 2014 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 areal 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 Stream Survey October 2016-March 2017 May 2017
(Year 0) Vegetation Survey March 2017
Invasive Species Treatment September/October 2017
Stream Survey October 2017
Year 1 Monitoring December 2017
Vegetation Survey October 2017
Stream Survey June 2018
Year 2 Monitoring November 2018
Vegetation Survey August 2018
Live Staking and Live Facines
Riparian Seeding March 2019
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 December 2020
Year 5 Monitoring Stream Survey December 2021
Vegetation Survey
Year 6 Monitoring December 2022
Stream Survey
Year 7 Monitoring December 2023
Vegetation Survey
'Seed 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 4-2020
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
Bare Roots Foggy Mountain Nursery
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 4-2020
Project Information
Project Name Candy Creek Mitigation Site
County Guilford County
Project Area(acres) 61.74
Project Coordinates(latitude and longitude) 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
Physiographic Province 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 Drainiage Area(acres) 937
Project Drainage Area Percentage of Impervious Area 1%
CGIA Land Use Classification 66%—Agriculture/Managed Herbaceous;29%—Forested/Scrubland,5%-Developed
Reach Summary Information
Parameters 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- 0/
Restoration
Parameters UT1C UT1D UT2 UT2A UT2B 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 B5c G4 G4 F4 N/A
Evolutionary trend(Simon's Model)-Pre-Restoration III 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- 09'
Restoration
Regulatory Considerations —1111r—
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
Waters of the United States-Section 401 Yes Yes Certification(letter from DWR dated 5/13/2015).
Division of Land Quality(Dam Safety) No N/A N/A
Candy Creek Mitigation Plan;Wildlands determined"no effect"on Guilford County listed
Endangered Species Act Yes Yes 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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Table 5a. Visual Stream Morphology Stability Assessment Table
Candy Creek Mitigation Site
DMS Project No.96315
Monitoring Year 4-2020
Candy Creek Reach 1(2,619 LF)
Number Stable, Number of Amount of %Stable, Number with Footage with Adjust%for
Major Channel Total Number
Channel Sub-Category Metric Performing as Unstable Unstable Performing as Stabilizing Woody Stabilizing Woody Stabilizing Woody
Category in As-Built
Intended Segments Footage Intended Vegetation Vegetation Vegetation
1.Vertical Stability Aggradation 1 130 95%
(Riffle and Run Units) Degradation 0 0 100%
2.Riffle Condition Texture/Substrate 36 39 92%
3.Meander Pool Depth Sufficient 35 38 92%
1.Bed Condition Length Appropriate 38 38 100%
Thalweg centering at upstream of 38 38 100%
4.Thalweg Position meander bend(Run)
Thalweg centering at downstream of 38 38 100%
meander bend(Glide)
Bank lacking vegetative cover resulting
1.Scoured/Eroded simply from poor growth and/or scour 0 0 100% 0 0 100%
and erosion.
Banks undercut/overhanging to the
2.Bank extent that mass wasting appears likely.
2.Undercut Does NOT include undercuts that are 0 0 100% 0 0 100%
modest,appear sustainable and are
providing habitat.
3.Mass Wasting Bank slumping,calving,or collapse 0 0 100% 0 0 100%
Totals 0 0 100% 0 0 100%
1.Overall Integrity Structures physically intact with no 32 32 100%
dislodged boulders or logs.
2.Grade Control Grade control structures exhibiting 8 8 100%
maintenance of grade across the sill.
2a.Piping Structures lacking any substantial flow 8 8 100%
3.Engineered underneath sills or arms.
Structures' 3.Bank Protection Bank erosion within the structures 27 27 100%
extent of influence does not exceed 15%.
Pool forming structures maintaining
4.Habitat "'Max Pool Depth:Bankfull Depth>_1.6 26 27 96%
Rootwads/logs providing some cover at
baseflow.
'Excludes constructed riffles since they are evaluated in channel category.

Table 5b. Visual Stream Morphology Stability Assessment Table
Candy Creek Mitigation Site
DMS Project No.96315
Monitoring Year 4-2020
Candy Creek Reach 2(2,215 LF)
Number Stable, Number of Amount of %Stable, Number with Footage with Adjust%for
Major Channel Total Number in
Channel Sub-Category Metric Performing as Unstable Unstable Performing as Stabilizing Woody Stabilizing Woody Stabilizing Woody
Category As-Built
Intended Segments Footage Intended Vegetation Vegetation Vegetation
1.Vertical Stability Aggradation 1 55 98%
(Riffle and Run Units) Degradation 0 0 100%
2.Riffle Condition Texture/Substrate 23 24 96%
3.Meander Pool Condition Depth Sufficient 24 24 100%
1.Bed Length Appropriate 24 24 100%
Thalweg centering at upstream of 24 24 100%
4.Thalweg Position meander bend(Run)
Thalweg centering at downstream of 24 24 100%
meander bend(Glide)
Bank lacking vegetative cover resulting
1.Scoured/Eroded simply from poor growth and/or scour 1 20 100% 0 0 100%
and erosion.
Banks undercut/overhanging to the
2.Bank extent that mass wasting appears
2.Undercut likely. Does NOT include undercuts 0 0 100% 0 0 100%
that are modest,appear sustainable
and are providing habitat.
3.Mass Wasting Bank slumping,calving,or collapse 0 0 100% 0 0 100%
Totals 1 20 100% 0 0 100%
l.Overalllntegrity Structures physically intact with no 27 29 93%
dislodged boulders or logs.
2.Grade Control Grade control structures exhibiting 12 12 100%
maintenance of grade across the sill.
Structures lacking any substantial flow
3.Engineered 2a.Piping underneath sills or arms. 12 12 100%
Structures' Bank erosion within the structures
3.Bank Protection extent of influence does not exceed 17 17 100%
15%.
Pool forming structures maintaining
4.Habitat Max Pool Depth:Bankfull Depth>_1.6 17 17 100%
Rootwads/logs providing some cover at
baseflow.
'Excludes constructed riffles since they are evaluated in channel category.

Table Sc. Visual Stream Morphology Stability Assessment Table
Candy Creek Mitigation Site
DMS Project No.96315
Monitoring Year 4-2020
Candy Creek Reach 3(2,135 LF)
Number Stable, Number of Amount of %Stable, Number with Footage with Adjust%for
Major Channel Total Number
Channel Sub-Category Metric Performing as Unstable Unstable Performing as Stabilizing Woody Stabilizing Woody Stabilizing Woody
Category in As-Built
Intended Segments Footage Intended Vegetation Vegetation Vegetation
1.Vertical Stability Aggradation 1 30 99%
(Riffle and Run Units) Degradation 0 0 100%
2.Riffle Condition Texture/Substrate 22 23 96%
3.Meander Pool Depth Sufficient 17 17 100%
1.Bed Condition Length Appropriate 17 17 100%
Thalweg centering at upstream of 16 17 94%
meander bend(Run)
4.Thalweg Position
Thalweg centering at downstream of 16 16 100%
meander bend(Glide)
Bank lacking vegetative cover resulting
1.Scoured/Eroded simply from poor growth and/or scour 2 45 99% 0 0 99%
and erosion.
Banks undercut/overhanging to the
2.Bank extent that mass wasting appears likely.
2.Undercut Does NOT include undercuts that are 0 0 100% 0 0 100%
modest,appear sustainable and are
providing habitat.
3.Mass Wasting Bank slumping,calving,or collapse 2 30 99% 0 0 99%
Totals 4 75 98% 0 0 98%
1.Overall Integrity Structures physically intact with no 35 35 100%
dislodged boulders or logs.
2.Grade Control Grade control structures exhibiting 12 12 100%
maintenance of grade across the sill.
2a.Piping Structures lacking any substantial flow 12 12 100%
3.Engineered underneath sills or arms.
Structures' 3.Bank Protection Bank erosion within the structures 23 23 100%
extent of influence does not exceed 15%.
Pool forming structures maintaining
4.Habitat Max Pool Depth:Bankfull Depth>_1.6 23 23 100%
Rootwads/logs providing some cover at
baseflow.
'Excludes constructed riffles since they are evaluated in channel category.

Table 5d. Visual Stream Morphology Stability Assessment Table
Candy Creek Mitigation Site
DMS Project No.96315
Monitoring Year 4-2020
Candy Creek Reach 4(3,564 LF)
Number Stable, Number of Amount of %Stable, Number with Footage with Adjust%for
Major Channel Total Number
Channel Sub-Category Metric Performing as Unstable Unstable Performing as Stabilizing Woody Stabilizing Woody Stabilizing Woody
Category Intended in As-Built Segments Footage Intended Vegetation Vegetation Vegetation
1.Vertical Stability Aggradation 0 0 100%
(Riffle and Run Units) Degradation 0 0 100%
2.Riffle Condition Texture/Substrate 42 42 100%
3.Meander Pool Depth Sufficient 39 39 100%
1.Bed Condition Length Appropriate 39 39 100%
Thalweg centering at upstream of 38 38 100%
4.Thalweg Position meander bend(Run)
Thalweg centering at downstream of 39 39 100%
meander bend(Glide)
Bank lacking vegetative cover resulting
1.Scoured/Eroded simply from poor growth and/or scour 1 20 100% 0 0 100%
and erosion.
Banks undercut/overhanging to the
2.Bank extent that mass wasting appears likely.
2.Undercut Does NOT include undercuts that are 0 0 100% 0 0 100%
modest,appear sustainable and are
providing habitat.
3.Mass Wasting Bank slumping,calving,or collapse 0 0 100% 0 0 100%
Totals 1 20 100% 0 0 100%
1.Overall Integrity Structures physically intact with no 55 56 98%
dislodged boulders or logs.
2.Grade Control Grade control structures exhibiting 22 22 100%
maintenance of grade across the sill.
2a.Piping Structures lacking any substantial flow 22 22 100%
3.Engineered underneath sills or arms.
Structures) 3.Bank Protection Bank erosion within the structures 38 38 100%
extent of influence does not exceed 15%.
Pool forming structures maintaining
—Max Pool Depth:Bankfull Depth z 1.6
4.Habitat 38 38 100%
Rootwads/logs providing some cover at
baseflow.
'Excludes constructed riffles since they are evaluated in channel category.

Table 5e. Visual Stream Morphology Stability Assessment Table
Candy Creek Mitigation Site
DMS Project No.96315
Monitoring Year 4-2020
UT1C(728 LF)
Number Stable, Number of Amount of %Stable, Number with Footage with Adjust%for
Major Channel Total Number
Channel Sub-Category Metric Performing as Unstable Unstable Performing as Stabilizing Woody Stabilizing Woody Stabilizing Woody
Category in As-Built
Intended Segments Footage Intended Vegetation Vegetation Vegetation
1.Vertical Stability Aggradation 0 0 100%
(Riffle and Run Units) Degradation 0 0 100%
2.Riffle Condition Texture/Substrate 32 32 100%
3.Meander Pool Depth Sufficient 7 7 100%
1.Bed Condition Length Appropriate 7 7 100%
Thalweg centering at upstream of 7 7 100%
4.Thalweg Position meander bend(Run)
Thalweg centering at downstream of 7 7 100%
meander bend(Glide)
Bank lacking vegetative cover resulting
1.Scoured/Eroded simply from poor growth and/or scour 0 0 100% 0 0 100%
and erosion.
Banks undercut/overhanging to the
2.Bank extent that mass wasting appears likely.
2.Undercut Does NOT include undercuts that are 0 0 100% 0 0 100%
modest,appear sustainable and are
providing habitat.
3.Mass Wasting Bank slumping,calving,or collapse 0 0 100% 0 0 100%
Totals 0 0 100% 0 0 100%
1.Overall Integrity Structures physically intact with no 29 29 100%
dislodged boulders or logs.
2.Grade Control Grade control structures exhibiting 22 22 100%
maintenance of grade across the sill.
2a.Piping Structures lacking any substantial flow 20 22 91%
3.Engineered underneath sills or arms.
Structures' 3.Bank Protection Bank erosion within the structures 7 7 100%
extent of influence does not exceed 15%.
Pool forming structures maintaining
4.Habitat "'Max Pool Depth:Bankfull Depth 2 1.6 7 7 100%
Rootwads/logs providing some cover at
baseflow.
'Excludes constructed riffles since they are evaluated in channel category.

Table 5f. Visual Stream Morphology Stability Assessment Table
Candy Creek Mitigation Site
DMS Project No.96315
Monitoring Year 4-2020
UT1D(379 LF)
Number Stable, Number of Amount of %Stable, Number with Footage with Adjust%for
Major Channel Total Number
Channel Sub-Category Metric Performing as Unstable Unstable Performing as Stabilizing Woody Stabilizing Woody Stabilizing Woody
Category in As-Built
Intended Segments Footage Intended Vegetation Vegetation Vegetation
1.Vertical Stability Aggradation 0 0 100%
(Riffle and Run Units) Degradation 0 0 100%
2.Riffle Condition Texture/Substrate 24 24 100%
3.Meander Pool Depth Sufficient 2 2 100%
1.Bed Condition Length Appropriate 2 2 100%
Thalweg centering at upstream of 2 2 100%
4.Thalweg Position meander bend(Run)
Thalweg centering at downstream of 2 2 100%
meander bend(Glide)
Bank lacking vegetative cover resulting
1.Scoured/Eroded simply from poor growth and/or scour 0 0 100% 0 0 100%
and erosion.
Banks undercut/overhanging to the
2.Bank extent that mass wasting appears likely.
2.Undercut Does NOT include undercuts that are 0 0 100% 0 0 100%
modest,appear sustainable and are
providing habitat.
3.Mass Wasting Bank slumping,calving,or collapse 0 0 100% 0 0 100%
Totals 0 0 100% 0 0 100%
1.Overall Integrity Structures physically intact with no 30 30 100%
dislodged boulders or logs.
2.Grade Control Grade control structures exhibiting 29 29 100%
maintenance of grade across the sill.
2a.Piping Structures lacking any substantial flow 25 29 86%
3.Engineered underneath sills or arms.
Structures) 3.Bank Protection Bank erosion within the structures 1 1 100%
extent of influence does not exceed 15%.
Pool forming structures maintaining
4.Habitat Max Pool Depth:Bankfull Depth>_1.6 20 20 100%
Rootwads/logs providing some cover at
baseflow.
'Excludes constructed riffles since they are evaluated in channel category.

Table 5g. Visual Stream Morphology Stability Assessment Table
Candy Creek Mitigation Site
DMS Project No.96315
Monitoring Year 4-2020
UT2 Reach 1(1,188 LF)
Number Stable, Number of Amount of %Stable, Number with Footage with Adjust%for
Major Channel Total Number
Channel Sub-Category Metric Performing as Unstable Unstable Performing as Stabilizing Woody Stabilizing Woody Stabilizing Woody
Category in As-Built
Intended Segments Footage Intended Vegetation Vegetation Vegetation
1.Vertical Stability Aggradation 1 15 99%
(Riffle and Run Units) Degradation 0 0 100%
2.Riffle Condition Texture/Substrate 31 32 97%
3.Meander Pool Depth Sufficient 8 8 100%
1.Bed Condition Length Appropriate 8 8 100%
Thalweg centering at upstream of 8 8 100%
4.Thalweg Position meander bend(Run)
Thalweg centering at downstream of 8 8 100%
meander bend(Glide)
Bank lacking vegetative cover resulting
1.Scoured/Eroded simply from poor growth and/or scour 0 0 100% 0 0 100%
and erosion.
Banks undercut/overhanging to the
2.Bank extent that mass wasting appears likely.
2.Undercut Does NOT include undercuts that are 0 0 100% 0 0 100%
modest,appear sustainable and are
providing habitat.
3.Mass Wasting Bank slumping,calving,or collapse 0 0 100% 0 0 100%
Totals 0 0 100% 0 0 100%
1.Overall Integrity Structures physically intact with no 32 32 100%
dislodged boulders or logs.
2.Grade Control Grade control structures exhibiting 31 31 100%
maintenance of grade across the sill.
2a.Piping Structures lacking any substantial flow 30 31 97%
3.Engineered underneath sills or arms.
Structures) 3.Bank Protection Bank erosion within the structures 1 1 100%
extent of influence does not exceed 15%.
Pool forming structures maintaining
4.Habitat Max Pool Depth:Bankfull Depth>_1.6 22 22 100%
Rootwads/logs providing some cover at
baseflow.
'Excludes constructed riffles since they are evaluated in channel category.

Table 5h. Visual Stream Morphology Stability Assessment Table
Candy Creek Mitigation Site
DMS Project No.96315
Monitoring Year 4-2020
UT2 Reach 2(643 LF)
Number Stable, Number of Amount of %Stable, Number with Footage with Adjust%for
Major Channel Total Number
Channel Sub-Category Metric Performing as Unstable Unstable Performing as Stabilizing Woody Stabilizing Woody Stabilizing Woody
Category in As-Built
Intended Segments Footage Intended Vegetation Vegetation Vegetation
1.Vertical Stability Aggradation 2 80 88%
(Riffle and Run Units) Degradation 0 0 100%
2.Riffle Condition Texture/Substrate 5 6 83%
3.Meander Pool Depth Sufficient 5 7 71%
1.Bed Condition Length Appropriate 6 7 86%
Thalweg centering at upstream of 6 7 86%
4.Thalweg Position meander bend(Run)
Thalweg centering at downstream of 6 7 86%
meander bend(Glide)
Bank lacking vegetative cover resulting
1.Scoured/Eroded simply from poor growth and/or scour 0 0 100% 0 0 100%
and erosion.
Banks undercut/overhanging to the
2.Bank extent that mass wasting appears likely.
2.Undercut Does NOT include undercuts that are 0 0 100% 0 0 100%
modest,appear sustainable and are
providing habitat.
3.Mass Wasting Bank slumping,calving,or collapse 0 0 100% 0 0 100%
Totals 0 0 100% 0 0 100%
1.Overall Integrity Structures physically intact with no 9 9 100%
dislodged boulders or logs.
2.Grade Control Grade control structures exhibiting 8 8 100%
maintenance of grade across the sill.
2a.Piping Structures lacking any substantial flow 7 8 88%
3.Engineered underneath sills or arms.
Structures' 3.Bank Protection Bank erosion within the structures 2 2 100%
extent of influence does not exceed 15%.
Pool forming structures maintaining
4.Habitat "'Max Pool Depth:Bankfull Depth>_1.6 3 4 75%
Rootwads/logs providing some cover at
baseflow.
'Excludes constructed riffles since they are evaluated in channel category.

Table Si. Visual Stream Morphology Stability Assessment Table
Candy Creek Mitigation Site
DMS Project No.96315
Monitoring Year 4-2020
UT2A(353 LF)
Number Stable, Number of Amount of %Stable, Number with Footage with Adjust%for
Major Channel Total Number
Channel Sub-Category Metric Performing as Unstable Unstable Performing as Stabilizing Woody Stabilizing Woody Stabilizing Woody
Category in As-Built
Intended Segments Footage Intended Vegetation Vegetation Vegetation
1.Vertical Stability Aggradation 0 0 100%
(Riffle and Run Units) Degradation 0 0 100%
2.Riffle Condition Texture/Substrate 11 11 100%
3.Meander Pool Depth Sufficient 4 4 100%
1.Bed Condition Length Appropriate 4 4 100%
Thalweg centering at upstream of 4 4 100%
4.Thalweg Position meander bend(Run)
Thalweg centering at downstream of 4 4 100%
meander bend(Glide)
Bank lacking vegetative cover resulting
1.Scoured/Eroded simply from poor growth and/or scour 0 0 100% 0 0 100%
and erosion.
Banks undercut/overhanging to the
2.Bank extent that mass wasting appears likely.
2.Undercut Does NOT include undercuts that are 0 0 100% 0 0 100%
modest,appear sustainable and are
providing habitat.
3.Mass Wasting Bank slumping,calving,or collapse 0 0 100% 0 0 100%
Totals 0 0 100% 0 0 100%
1.Overall Integrity Structures physically intact with no 12 12 100%
dislodged boulders or logs.
2.Grade Control Grade control structures exhibiting 12 12 100%
maintenance of grade across the sill.
2a.Piping Structures lacking any substantial flow 12 12 100%
3.Engineered underneath sills or arms.
Structures' 3.Bank Protection Bank erosion within the structures n/a n/a n/a
extent of influence does not exceed 15%.
Pool forming structures maintaining
4.Habitat Max Pool Depth:Bankfull Depth>_1.6 12 12 100%
Rootwads/logs providing some cover at
baseflow.
'Excludes constructed riffles since they are evaluated in channel category.

Table 5j. Visual Stream Morphology Stability Assessment Table
Candy Creek Mitigation Site
DMS Project No.96315
Monitoring Year 4-2020
UT2B(657 LF)
Number Stable, Number of Amount of %Stable, Number with Footage with Adjust%for
Major Channel Total Number
Channel Sub-Category Metric Performing as Unstable Unstable Performing as Stabilizing Woody Stabilizing Woody Stabilizing Woody
Category in As-Built
Intended Segments Footage Intended Vegetation Vegetation Vegetation
1.Vertical Stability Aggradation 0 0 100%
(Riffle and Run Units) Degradation 0 0 100%
2.Riffle Condition Texture/Substrate 5 5 100%
3.Meander Pool Depth Sufficient 6 6 100%
1.Bed Condition Length Appropriate 6 6 100%
Thalweg centering at upstream of 6 6 100%
4.Thalweg Position meander bend(Run)
Thalweg centering at downstream of 6 6 100%
meander bend(Glide)
Bank lacking vegetative cover resulting
1.Scoured/Eroded simply from poor growth and/or scour 0 0 100% 0 0 100%
and erosion.
Banks undercut/overhanging to the
2.Bank extent that mass wasting appears likely.
2.Undercut Does NOT include undercuts that are 0 0 100% 0 0 100%
modest,appear sustainable and are
providing habitat.
3.Mass Wasting Bank slumping,calving,or collapse 0 0 100% 0 0 100%
Totals 0 0 100% 0 0 100%
1.Overall Integrity Structures physically intact with no 16 16 100%
dislodged boulders or logs.
2.Grade Control Grade control structures exhibiting 16 16 100%
maintenance of grade across the sill.
2a.Piping Structures lacking any substantial flow 15 16 94%
3.Engineered underneath sills or arms.
Structures' 3.Bank Protection Bank erosion within the structures n/a n/a n/a
extent of influence does not exceed 15%.
Pool forming structures maintaining
4.Habitat Max Pool Depth:Bankfull Depth>_1.6 4 4 100%
Rootwads/logs providing some cover at
baseflow.
'Excludes constructed riffles since they are evaluated in channel category.

Table 5k. Visual Stream Morphology Stability Assessment Table
Candy Creek Mitigation Site
DMS Project No.96315
Monitoring Year 4-2020
UT3(346 LF)
Number Stable, Number of Amount of %Stable, Number with Footage with Adjust%for
Major Channel Total Number
Channel Sub-Category Metric Performing as Unstable Unstable Performing as Stabilizing Woody Stabilizing Woody Stabilizing Woody
Category in As-Built
Intended Segments Footage Intended Vegetation Vegetation Vegetation
1.Vertical Stability Aggradation 0 0 100%
(Riffle and Run Units) Degradation 0 0 100%
2.Riffle Condition Texture/Substrate 11 11 100%
3.Meander Pool Depth Sufficient 10 10 100%
1.Bed Condition Length Appropriate 10 10 100%
Thalweg centering at upstream of 10 10 100%
4.Thalweg Position meander bend(Run)
Thalweg centering at downstream of 10 10 100%
meander bend(Glide)
Bank lacking vegetative cover resulting
1.Scoured/Eroded simply from poor growth and/or scour 0 0 100% 0 0 100%
and erosion.
Banks undercut/overhanging to the
2.Bank extent that mass wasting appears likely.
2.Undercut Does NOT include undercuts that are 0 0 100% 0 0 100%
modest,appear sustainable and are
providing habitat.
3.Mass Wasting Bank slumping,calving,or collapse 0 0 100% 0 0 100%
Totals 0 0 100% 0 0 100%
1.Overall Integrity Structures physically intact with no 15 15 100%
dislodged boulders or logs.
2.Grade Control Grade control structures exhibiting 9 9 100%
maintenance of grade across the sill.
2a.Piping Structures lacking any substantial flow 9 9 100%
3.Engineered underneath sills or arms.
Structures' 3.Bank Protection Bank erosion within the structures 6 6 100%
extent of influence does not exceed 15%.
Pool forming structures maintaining
4.Habitat Max Pool Depth:Bankfull Depth 21.6 5 5 100%
Rootwads/logs providing some cover at
baseflow.
'Excludes constructed riffles since they are evaluated in channel category.

Table 51. Visual Stream Morphology Stability Assessment Table
Candy Creek Mitigation Site
DMS Project No.96315
Monitoring Year 4-2020
UT4(1,356 LF)
Number Stable, Number of Amount of %Stable, Number with Footage with Adjust%for
Major Channel Total Number
Channel Sub-Category Metric Performing as Unstable Unstable Performing as Stabilizing Woody Stabilizing Woody Stabilizing Woody
Category in As-Built
Intended Segments Footage Intended Vegetation Vegetation Vegetation
1.Vertical Stability Aggradation 3 110 92%
(Riffle and Run Units) Degradation 0 0 100%
2.Riffle Condition Texture/Substrate 28 32 88%
3.Meander Pool Depth Sufficient 28 30 93%
1.Bed Condition Length Appropriate 29 30 97%
Thalweg centering at upstream of 29 30 97%
4.Thalweg Position meander bend(Run)
Thalweg centering at downstream of 29 30 97%
meander bend(Glide)
Bank lacking vegetative cover resulting
1.Scoured/Eroded simply from poor growth and/or scour 0 0 100% 0 0 100%
and erosion.
Banks undercut/overhanging to the
2.Bank extent that mass wasting appears likely.
2.Undercut Does NOT include undercuts that are 0 0 100% 0 0 100%
modest,appear sustainable and are
providing habitat.
3.Mass Wasting Bank slumping,calving,or collapse 0 0 100% 0 0 100%
Totals 0 0 100% 0 0 100%
1.Overall Integrity Structures physically intact with no 22 22 100%
dislodged boulders or logs.
2.Grade Control Grade control structures exhibiting 7 7 100%
maintenance of grade across the sill.
2a.Piping Structures lacking any substantial flow 7 7 100%
3.Engineered underneath sills or arms.
Structures) 3.Bank Protection Bank erosion within the structures 15 15 100%
extent of influence does not exceed 15%.
Pool forming structures maintaining
4.Habitat "'Max Pool Depth:Bankfull Depth>_1.6 15 16 94%
Rootwads/logs providing some cover at
baseflow.
'Excludes constructed riffles since they are evaluated in channel category.

Table 5m. Visual Stream Morphology Stability Assessment Table
Candy Creek Mitigation Site
DMS Project No.96315
Monitoring Year 4-2020
UT5(1,012 LF)
Number Stable, Number of Amount of %Stable, Number with Footage with Adjust%for
Major Channel Total Number
Channel Sub-Category Metric Performing as Unstable Unstable Performing as Stabilizing Woody Stabilizing Woody Stabilizing Woody
Category in As-Built
Intended Segments Footage Intended Vegetation Vegetation Vegetation
1.Vertical Stability Aggradation 4 260 74%
(Riffle and Run Units) Degradation 0 0 100%
2.Riffle Condition Texture/Substrate 16 21 76%
3.Meander Pool Depth Sufficient 17 21 81%
1.Bed Condition Length Appropriate 17 21 81%
Thalweg centering at upstream of 19 21 90%
4.Thalweg Position meander bend(Run)
Thalweg centering at downstream of 19 21 90%
meander bend(Glide)
Bank lacking vegetative cover resulting
1.Scoured/Eroded simply from poor growth and/or scour 0 0 100% 0 0 100%
and erosion.
Banks undercut/overhanging to the
2.Bank extent that mass wasting appears likely.
2.Undercut Does NOT include undercuts that are 0 0 100% 0 0 100%
modest,appear sustainable and are
providing habitat.
3.Mass Wasting Bank slumping,calving,or collapse 0 0 100% 0 0 100%
Totals 0 0 100% 0 0 100%
1.Overall Integrity Structures physically intact with no 22 22 100%
dislodged boulders or logs.
2.Grade Control Grade control structures exhibiting 12 12 100%
maintenance of grade across the sill.
2a.Piping Structures lacking any substantial flow 12 12 100%
3.Engineered underneath sills or arms.
Structures 3.Bank Protection Bank erosion within the structures 12 12 100%
extent of influence does not exceed 15%.
Pool forming structures maintaining
4.Habitat Max Pool Depth:Bankfull Depth>_1.6 9 12 75%
Rootwads/logs providing some cover at
baseflow.
'Excludes constructed riffles since they are evaluated in channel category.

Table 6. Vegetation Condition Assessment Table
Candy Creek Mitigation Site
DMS Project No.96315
Monitoring Year 4-2020
Planted Acreage 32
Vegetation Category Definitions Mapping Number of Combined %of Planted
Threshold(Ac) Polygons Acreage Acreage
Bare Areas Very limited cover of both woody and herbaceous material. 0.1 1 0.07 0.2%
Low Stem Density Areas Woody stem densities clearly below target levels based on 0.1 1 0.05 0.2%
MY3,5,or 7 stem count criteria.
Total 2 0.1 1.4%
Areas of Poor Growth Rates or Vigor Areas with woody stems of a size class that are obviously 0.25 Ac 0 0 0%
small given the monitoring year.
Cumulative Total 2 0.1 1.4%
Easement Acreage 62
Vegetation Category Definitions Mapping Number of Combined %of Easement
Threshold(SF) Polygons Acreage Acreage
Areas of points(if too small to render as polygons at map
Invasive Areas of Concern' scale). 1,000 12 1.12 1.8%
Easement Encroachment Areas Areas of points(if too small to render as polygons at map none 3 0.07 0.1%
scale).
'In-stream vegetation was counted as one polygon because each individual polygon would have been to small to meet the minimum mapping threshold.

STREAM PHOTOGRAPHS
Candy Creek Reach 1
Monitoring Year 4

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STREAM PHOTOGRAPHS
Candy Creek Reach 2
Monitoring Year 4

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STREAM PHOTOGRAPHS
Candy Creek Reach 3
Monitoring Year 4

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Photo Point 49—looking upstream(5/18/2020) Photo Point 49—looking downstream(5/18/2020)

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Photo Point 52—looking upstream(5/18/2020) Photo Point 52—looking downstream(5/18/2020)

STREAM PHOTOGRAPHS
UT1C and UT1D
Monitoring Year 4

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Photo Point 55—looking upstream (5/12/2020) Photo Point 55—looking downstream (5/12/2020)

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/2020)
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Photo Point 57—looking upstream(5/12/2020) Photo Point 57—looking downstream(5/12/2020)

STREAM PHOTOGRAPHS
UT2, UT2A, and UT2B
Monitoring Year 4

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Photo Point 58—looking upstream(5/11/2020) Photo Point 58—looking downstream (5/11/,2020)
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Photo Point 66—looking upstream (5/11/2020) Photo Point 66—looking downstream (5/11/2020)

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Photo Point 69—looking upstream(5/11/2020) Photo Point 69—looking downstream(5/11/2020)

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Photo Point 73—looking upstream(5/11/2020) Photo Point 73—looking downstream(5/11/2020)

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Photo Point 82—looking upstream(5/18/2020) Photo Point 82—looking downstream(5/18/2020)

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Photo Point 83—looking upstream(5/18/2020) Photo Point 83—looking downstream(5/18/2020)
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VEGETATION PHOTOGRAPHS
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i Plot 32(5/11/ am--020)
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Vegetation Plot 39(5/18/2020) Vegetation Plot 40(5/18/2020)

AREAS OF CONCERN PHOTOGRAPHS
Monitoring Year 4

,.. 7. -sue, t
+,,c: v Pi d, • R' � rrt i: t�sf
' { t s 4, d yy -'h
7' yr` �e�'y .` x y- ,.per r ,.- ,
om* .. dA�*z �`Es..fa A ',4,'G 'a'*' �_a. .
Or
ism '9 r — ,
k
la '
:.(,
Candy Creek Reach 1-Stream aggradation (Sta. 100+20- Candy Creek Reach 1-Easement encroachment at upstream
101+50) (10/07/2020) extent, LB(Sta. 100+00 100+60) (10/07/2020)
_ a.
•
£ -�H C`¢
T I
.I .. -JA l ft
_
•
AI
Candy Creek Reach 1-Easement encroachment, RB(Sta. Candy Creek Reach 3-Easement encroachment at pkins
111+00-113+00) (10/07/2020) Road, LB(Sta. 149+00 150+00) (10/06/2020)Ho
ItA
er%�`£ , � .alp a-4 ,,_ _
a of „( "
-- ,,...,„:., , ..,
aY s _.
Y�'-'"s �1 � Yoga.,, y
s '1
,z
a'
-Vgit •
lieAi � " x
, •- .. ► 1`! p -r�,a �
Candy Creek Reach 3-Bank erosion, RB(Sta. 151+70- Candy Reach 3-Aggradation in channel (Sta. 156+10-156+40)
152+00) (05/13/2020) (05/13/2020)

� a
1 " 'y'
c 1.. *1i ? .
k' :
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, 4q .
UT2 Reach 2-Bare area, LB(Sta.314+50-315+25) UT5 Stream aggradation (Sta.603+70-604+70)
(10/06/2020) (10/07/2020)

APPENDIX 3. Vegetation Plot Data
Vegetation assessment and analysis not required in Monitoring Year 4

APPENDIX 4. Morphological Summary Data and Plots
Morphological assessment and analysis not required in Monitoring Year 4

APPENDIX 5. Hydrology Summary Data and Plot

Table 13a. Verification of Bankfull Events
Candy Creek Mitigation Site
DMS Project No. 96315
Monitoring Year 4-2020
Reac i Monitoring Year Date of etho.
Occurrence
Candy Creek Reach 2 MY2 10/11/2018 Automated Crest
MY3 1/21/2019 Gage
1/30/2019
2/23/2019
3/7/2019
MY4 2/6/2020
5/21/2020
Candy Creek Reach 4 MY1 6/19/2017 Automated Crest
MY2 7/30/2018 Gage
9/17/2018
10/11/2018
MY3 2/23/2019
MY4 2/6/2020
5/21/2020
UT1C MY2 2/9/2018 Automated Crest
3/9/2018 Gage
10/22/2018
MY3 1/10/2019
1/16/2019
1/21/2019
1/31/2019
MY4 1/22/2020
UT2 MY2 1/27/2018 Automated Crest
7/30/2018 Gage
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
UT2A MY2 2/9/2018 Automated Crest
MY3 1/21/2019 Gage
1/27/2019
1/30/2019
MY4 5/21/2020
UT3 MY2 10/11/2018 Automated Crest
MY3 1/21/2019 Gage

Table 13b. Verification of Bankfull Events
Candy Creek Mitigation Site
DMS Project No. 96315
Monitoring Year 4-2020
Real Monitoring Year Date of Method
Occurrence
UT4 MY2 1/31/2018 Automated Crest
7/30/2018 Gage
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
UT5 MY1 4/24/2017 Automated Crest
6/19/2017 Gage
MY2 1/31/2018
2/6/2018
3/9/2018
7/30/2018
9/17/2018
10/11/2018
MY3 1/21/2019
1/26/2019
1/30/2019
2/23/2019
8/8/2019
MY4 10/31/2019
2/6/2020
5/20/2020
6/5/2020
6/8/2020
6/11/2020

Stream Gage Plot
Candy Creek Mitigation Site(DMS Project No.96315)
Monitoring Year 4-2020
Candy Creek Mitigation Site: Stream Gage for Candy Reach 2(XS 14)
Monitoring Year 4-2020
736 - - 4.0
735 - - 3.5
- 3.0
734 -
x — _. — . — — . - 2.5
— 733 - c_
i
- 2.0 w
°1 4_.-11Jti f A
732 r( d ��r z
3 - 1.5
731
- 1.0
730 1 I� .I .. I J 1 1 . .� J.J II.L .. 111 I . - iii 1 11 lL t.J . . �I . 0.5
729 1 I 4 I I I I I 0.0
c a ro c m a >
u Q 5 —, ¢ In 0 z 0
Rainfall —Candy Reach 2(XS 14)Water Depth — — Thalweg Elevation — • •Bankfull

Stream Gage Plot
Candy Creek Mitigation Site
DMS Project No.96315
Monitoring Year 4-2020
Candy Creek Mitigation Site: Stream Gage for Candy Reach 4(XS 23)
DMS Project No.96315
717 - - 4.0
716 - - 3.5
- 3.0
715 -
x - 2.5
714 c
a _
2.0 m
c
t713 I I
m LIIilJ1J . LL [.I .L . HL
1.0- 0.5L tI . . 4 J. �I■L .. D.D o v
a s a o z o
ll Rainfall —Candy Reach 4(XS 23)Water Depth — — Thalweg Elevation — • •Bankfull

Stream Gage Plot
Candy Creek Mitigation Site
DMS Project No.96315
Monitoring Year 4-2020
Candy Creek Mitigation Site: Stream Gage for UT1C(XS 27)
DMS Project No.96315
755 - 4.0
- 3.5
754 - 3.0
753 -
-
x - 2.5
752 i :.: 1
751 - - - - .- r
- 1.0
750 I I I I`.'
I1 .I .. I 1 J L III . .L i.1 II.� .. _ .1 I . L_ I I J • . IL Li . . �i . . 0.5
749 1 I 4 1 I I I I I 0.0
Q 5 Q of O z 0
ll Rainfall —UT1C(XS 27)Water Depth — — Thalweg Elevation — • •Bankfull

Stream Gage Plot
Candy Creek Mitigation Site
DMS Project No.96315
Monitoring Year 4-2020
Candy Creek Mitigation Site: Stream Gage for UT1D(XS 29)
DMS Project No.96315
745.0 - - 4.0
- 3.5
744.0 -
- 3.0
743.0 - 166 days ahnve Thalweg(Oct ?nig-Oct
2020) - 2.5
x
TJ
742.0 1 2.0 0
c
l CO
m z
- 1.5
741.0
- 1.0
740.0
I
l
739.0 I 11 .1 I. I I L 1 . .L + 1.. ILLL .. 1111I il11i1 1 ilL 1.1 .. AI . 1 1 I - 0.5
0.0
of 5 Q 5 — ¢ o 0 z 0
Rainfall —UT1D(XS 29)Water Depth — — Thalweg Elevation

Stream Gage Plot
Candy Creek Mitigation Site(DMS Project No.96315)
Monitoring Year 4-2020
Candy Creek Mitigation Site: Stream Gage for UT2(XS 33)
Monitoring Year 4-2020
763 4.0
- 3.5
762
- 3.0
761
- 2.5
c
i _ -
c
4,1 3 .,.. - N. Arti - 15z
759
758
JIIILIIIJ
.1 I757II .I .. 1ILIII . ■L + J. II■L .. I I lid �. .r �i . . 1 1 1 0.0
LL g ¢ s s 0.
o z o
Rainfall —UT2(XS 33)Water Depth — — Thalweg Elevation — • •Bankfull

Stream Gage Plot
Candy Creek Mitigation Site(DMS Project No.96315)
Monitoring Year 4-2020
Candy Creek Mitigation Site: Stream Gage for UT2A(XS 36)
Monitoring Year 4-2020
750 4.0
750 - 3.5
749
- 3.0
749
x 748
- 2.5
' . . . ici
3748 2.0w
`1 c
3 747 -— — — 1.5
747
- 1.0
746
0.5
746 -
745 I_. ._ .I . I I al � I 1 . 4 J■ II. .. 1 ,1I . I i , mI �`W L.J .1. . . II I
I I 0.0
c a c m u >
�i Q 5 ¢ �n O z 0
Rainfall —UT2A(XS 36)Water Depth — — Thalweg Elevation — • •Bankfull

Stream Gage Plot
Candy Creek Mitigation Site(DMS Project No.96315)
Monitoring Year 4-2020
Candy Creek Mitigation Site: Stream Gage for UT3(XS 37)
Monitoring Year 4-2020
752 - 4.0
3.5
751 -
3.0
750 -
x 2.5
w ,��yy II /A1 mac-.
749 G�- 1�- A- - b _ri. .r • Q U 2.0
c
w _ a
m z
3 1.5
748
1.0
747
I I`-' 0.5
746 I .I 1 L 111 . . J.. J.L . li,1Jilijj , 1I IL �.J .1- I I I 0.0
c a c m a 0 u
u Q 5 . Q ..n O 0
IIl Rainfall —UT3(XS 37)Water Depth — — Thalweg Elevation — • •Bankfull

Stream Gage Plot
Candy Creek Mitigation Site(DMS Project No.96315)
Monitoring Year 4-2020
Candy Creek Mitigation Site: Stream Gage for UT4(XS 42)
Monitoring Year 4-2020
752 4.0
751 - - 3.5
- 3.0
750 -
x - 2.5
. - c
w 749
a
- 2.0 w
m 748
3 - 1.5
747 - 1.0
746
5 I IL 11 I L 1 I . .� J.I LTA l � I . Li . 1 1W .J . . � . - 0.5
745I 4 , , I I I 0.0
C O. c m a U >0 V
u Q 5 — Q ..n 0 z 0
IIl Rainfall —UT4(XS 42)Water Depth — — Thalweg Elevation — • •Bankfull

Stream Gage Plot
Candy Creek Mitigation Site(DMS Project No.96315)
Monitoring Year 4-2020
Candy Creek Mitigation Site: Stream Gage for UTS(XS 48)
Monitoring Year 4-2020
756 4.0
- 3.5
755 -
I - 3.0
754 -
- 2.5
� 753 rIA4. � � � � � �� � 2.0w
3 J Vim.+ • LJ LN .M� JIL I
1.5
752
— — — .. - 1.0
751
I I� .1 .. I � I L 1 . .� � .I .. J , i . 1.- I i , , L 1.1 . . - 0.5
750 1I4 I •,- I I I 0.0
c a c m a u 00 u
u 5 Q 5 ¢ ..n 0 z 0
IIl Rainfall —UT5(XS 48)Water Depth — — Thalweg Elevation — • •Bankfull