20181273 Ver 1_Year 0 Monitoring Report_2021_20211028

ID#* 20181273
Select Reviewer:
Erin Davis
Initial Review Completed Date 10/28/2021
Mitigation Project Submittal - 10/28/2021
Version* 1
Is this a Prospectus, Technical Proposal or a New Site?*
Type of Mitigation Project:*
Stream Wetlands Buffer Nutrient Offset
(Select all that apply)
Project Contact Information
Contact Name:*
Matthew Reid
Project Information
ID#:* 20181273
Existing ID#
Project Type: DMS Mitigation Bank
Project Name: Bug Headwaters
County: Wilkes
Document Information
O Yes O No
Email Address:*
[e-mail]
Version:* 1
Existing Version
Mitigation Document Type:*
Mitigation Monitoring Report
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Print Name:* Matthew Reid
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MONITORING YEAR 0 BUG HEADWATERS MITIGATION SITE
Wilkes County, NC
ANNUAL REPORT Yadkin River Basin
FINAL HUC 03040101
DMS Project No. 100084
October 2021 NCDEQ Contract No. 7617
DMS RFP No. 16-007406
USACE Action ID No. 2018-01788
DWR Project No. 2018-1273
Data Collection Dates: April 2021
PREPARED FOR:
A
1'40
NC Department of Environmental Quality
Division of Mitigation Services
1652 Mail Service Center
Raleigh, NC 27699-1652

W
WILDLANDS
ENGiNEE RINO
October 27, 2021
Mr. Matthew Reid
Western Project Manager
NCDENR- Division of Mitigation Services
5 Ravenscroft Dr, Suite 102
Asheville, NC 28801
Subject: Draft MYO Report Review
Bug Headwaters Mitigation Site, Wilkes County
Yadkin River Basin: 03040101
DMS Project ID No. 100084
DEQ Contract #. 7617
Dear Mr. Reid:
On September 28, 2021, Wildlands Engineering received comments from the North Carolina Division of
Mitigation Services (DMS) regarding the Draft As -Built Baseline Report dated September 17, 2021. The
following letter documents DMS feedback and Wildlands' corresponding responses and revisions to the
As -Built Report.
There were approximately 19 boulder sills replaced with log sills throughout the project. Since native
boulder material was not found on site and logs were abundant, the decision to use logs and reduce
offsite material was made. Does WEI have concerns with 9 of the log sill replacements occurring on
intermittent channels (UT1) where dry channels are likely to occur for large portions of the year?
Response: Much of the intermittent channel lengths (especially UT1) feature adjacent wetlands and
groundwater seeps. On intermittent channels, boulder sills were strategically replaced with log sills in
areas with groundwater entry and a high water table to reduce the possibility of log decay. These
locations were wet during construction and still wet during an internal as -built site walk on 08105121.
WEI does not anticipate dry channels for large portions of the year in these areas.
Vegetation Monitoring: The 2016 Wilmington District Stream and Wetland Compensatory Mitigation
Update requires a combination of permanent fixed and random plots to demonstrate vegetation
coverage. No random plots were included in the MYO report. Please include random plots with the
MY1 submission.
Response: Three permanent fixed plots (VP 3, VP 13 & VP 15) will be converted to random plots during
MY1 survey.
Section 2: Consider adding a statement that a minimum 30' buffer was maintained with the approved
revisions to the UT3 alignment. A figure was included with the IRT correspondence dated April 22,
2021 and is found in Appendix F.
Response: This has been included in Section 2.
3.1 Vegetative Assessment: Section references MY1. This should be MYO.
Response: This has been updated.
Wildlands Engineering, Inc. (P) 919.851.9986 • 312 West Millbrook Road, Suite 225 • Raleigh, NC 27609

The IRT has requested photos be included of culverts and stream crossing in annual monitoring
reports. DMS recommends adding additional photo points at culverts and stream crossings beginning
in MY1.
Response: Culvert and stream crossings will now be included in the MY1 report.
XS Plots: Right side of all plots have been cut off accidently in draft report. Please revise for final
Response: The XS plots were cut off in the reduced version of the draft report. This has been corrected.
CCPV: UT3 alignment should be shown as constructed on the CCPV. It is currently shown in the
design location prior to the realignment. This deviation is captured correctly in the asbuilt/redline
drawing, but is not necessary for the CCPV.
Response: The UT3 realignment is now shown in the CCPV and in the digital files as
"Design_Centerlines Final".
Sheet 1.12: Revise note #2 for final.
Response: Note #2 has been removed.
Sheet 1.17 and 1.18: Symbol for "asbuilt culvert" is shown on each sheet. Please revise or explain.
Response: The two "as -built culvert" symbols have been removed.
Sheet 1.21: Note indicates riffle at 201+36 is covered in sediment and will be repaired or maintained
as needed. Please add call out to CCPV and provide update in MY1 report.
Response: A callout has been added to the CCPV and an update will be provided in MY1.
Sheet 1.27: PP19 is incorrectly labeled. It should be PP27.
Response: PP19 labeling has been updated.
Sheet 1.34: PP27 is incorrectly labeled. It should be PP37.
Response: PP27 labeling has been updated.
2.1.15 UT4 and Sheet 1.45: Note says outlet protection material will be added as needed to maintain
stability of the confluence. Does WEI have concerns with the current condition of the outlet and
expect to performance maintenance at regular intervals? Outlets should be constructed with long
term stability in mind. If adaptive management is needed, please notify DMS and IRT
Response: WEI does not have concerns with the condition of the outlet nor expect to perform
maintenance at regular intervals. The outlet was stable during an internal as -built site walk on 08105121.
If the need for adaptive management arises, DMS and IRT will be notified.
When WEI notified the IRT of the UT3 realignment (email dated 4/22/21, Appendix F), the IRT
requested DMS to indicate the change in linear feet associated with the new alignment when the
asbuilt is submitted for IRT review. According to Table 1, the change from Mitigation Plan to Asbuilt
in linear feet for UT3 is 28'. Please verify if the change in alignment for UT3 accounts for the reduction
in 28'.
Response: The UT3 alignment change does not account for the 28' reduction in stream length.
The originally proposed alignment was 810 feet, while the realigned stream submitted to the
IRT was 811 feet. The reduction in stream footage is related to the typical difference between
overall design alignment length and the surveyed stream lengths.
Page 2

Thank you for your review and providing comments on this submittal. If you have any further questions,
please contact me at [phone], or by email ([e-mail]).
Sincerely,
Jason Lorch, Monitoring Coordinator
Page 3

EXECUTIVE SUMMARY
Wildlands Engineering, Inc. (Wildlands) implemented a full delivery project at the Bug Headwaters
Mitigation Site (Site) for the North Carolina Department of Environmental Quality Division of Mitigation
Services (DMS) to restore a total of 8,700 linear feet of perennial and intermittent streams in Wilkes
County, NC. The Site will generate 7,589.533 stream credits. The Site is located approximately 9.5 miles
northwest of the Town of Elkin in the Yadkin River Basin 8-Digit Hydrologic Unit Code (HUC) 03040101.
The Site is on two adjacent row crop and livestock farms in the foothills of the Blue Ridge Mountains.
The Site is technically in the Piedmont but is near the border of the Piedmont and mountain
physiographic region. The Site is located within a Targeted Local Watershed (TLW) presented in the 2009
Upper Yadkin -Pee Dee River Basin Restoration Priorities (RBRP) (NC DMS, 2009). The Site is located in
the Yadkin River Basin HUC 03040101070010 and NC Division of Water Resources (DWR) Subbasin 03-
07-01. The project involves the restoration and enhancement of Big Bugaboo Creek and eight unnamed
tributaries to Big Bugaboo Creek. The downstream drainage area of the Site is 322 acres. The 22.50 acre
Site is protected with a permanent conservation easement.
The project goals established in the Mitigation Plan (Wildlands, 2020) were completed with careful
consideration of goals and objectives described in the Upper Yadkin -Pee Dee River RBRP. The project
goals include:
• Improve the stability of stream channels;
• Improve instream habitat;
• Reconnect channels with floodplains and riparian wetlands;
• Restore and improve riparian buffers; and
• Permanently protect the Site from harmful land uses.
Site construction was completed in April 2021, as -built surveys were completed in May 2021, and
planting was completed in April 2021. Monitoring Year 0 (MYO) assessments and site visits were
completed in April 2021. Overall, the Site has met the required vegetation and stream success criteria
for MYO. All fifteen vegetation monitoring plots met the interim success criteria with an average stem
density of 601 planted stems per acre. All restored streams are stable and functioning as designed.
Hydrologic data will be collected and reported during MY1.
Bug Headwaters Mitigation Site
Monitoring Year 0 Annual Report - Final

BUG HEADWATERS MITIGATION SITE
Monitoring Year 0 Annual Report
TABLE OF CONTENTS
Section 1: PROJECT OVERVIEW.......................................................................................................1-1
1.1 Project Quantities and Credits...................................................................................................1-1
1.2 Project Goals and Objectives.....................................................................................................1-2
1.3 Project Attributes.......................................................................................................................1-3
Section 2: As -Built Condition (Baseline)..........................................................................................2-1
2.1 As-Built/Record Drawings..........................................................................................................2-1
2.1.1 Big Bugaboo Reach 1..........................................................................................................2-1
2.1.2 Big Bugaboo Reach 2..........................................................................................................2-2
2.1.3 Big Bugaboo Reach 3..........................................................................................................2-2
2.1.4 Big Bugaboo Reach 4..........................................................................................................2-2
2.1.5 UT1.....................................................................................................................................2-2
2.1.6 UT2 Reach 1.......................................................................................................................2-2
2.1.7 UT2 Reach 2.......................................................................................................................2-3
2.1.8 UT2 Reach 3.......................................................................................................................2-3
2.1.9 UT2 Reach 4.......................................................................................................................2-3
2.1.10 UT2 Reach 5.......................................................................................................................2-3
2.1.11 UT2A Reach 1.....................................................................................................................2-3
2.1.12 UT2A Reach 2.....................................................................................................................2-3
2.1.13 UT213 ...................................................................................................................................2-3
2.1.14 UT3.....................................................................................................................................2-3
2.1.15 UT4.....................................................................................................................................2-4
Section 3: Monitoring Year 0 Data Assessment...............................................................................3-1
3.1 Vegetative Assessment..............................................................................................................3-1
3.2 Vegetation Areas of Concern.....................................................................................................3-1
3.3 Stream Assessment....................................................................................................................3-1
3.4 Stream Areas of Concern...........................................................................................................3-1
3.5 Hydrology Assessment...............................................................................................................3-1
3.6 Wetland Assessment..................................................................................................................3-1
3.7 Adaptive Management Plan......................................................................................................3-1
3.8 Monitoring Year 0 Summary......................................................................................................3-1
Section 4: METHODOLOGY.............................................................................................................4-1
Section 5: REFERENCES...................................................................................................................5-1
TABLES
Table 1: Project Quantities and Credits.....................................................................................................1-1
Table 2: Goals, Performance Criteria, and Functional Improvements......................................................1-2
Table 3: Project Attributes.........................................................................................................................1-4
FIGURES
Figure la-c Current Condition Plan View
Bug Headwaters Mitigation Site
Monitoring Year 0 Annual Report - Final ii

APPENDICES
Appendix A Visual Assessment Data
Table 4 Visual Stream Morphology Stability Assessment Table
Table 5 Vegetation Condition Assessment Table
Stream Photographs
Vegetation Plot Photographs
Appendix B
Vegetation Plot Data
Table 6
Vegetation Plot Data
Table 7
Vegetation Performance Standards Summary Table
Appendix C
Stream Geomorphology Data
Cross -Section Plots
Longitudinal Profile Plots
Table 8
Baseline Stream Data Summary
Table 9
Cross -Section Morphology Monitoring Summary
Reachwide Pebble Count Plots
Cross -Section Pebble Count Plots
Appendix D Project Timeline and Contact Info
Table 10 Project Activity and Reporting History
Table 11 Project Contact Table
Appendix E Record Drawings
Appendix F Additional Documentation
Bug Headwaters Mitigation Site
Monitoring Year 0 Annual Report - Final

Section 1: PROJECT OVERVIEW
The Bug Headwaters Mitigation Site (Site) is located in Wilkes County, approximately 9.5 miles
northwest of the Town of Elkin. The Site is on two adjacent row crop and livestock farms in the foothills
of the Blue Ridge Mountains. It is near the border of the Piedmont and mountain physiographic region
but is technically in the Piedmont. The Site is within Hydrologic Unit Code (HUC) 03040101070010,
Subbasin 03-07-01, and is located within a Targeted Local Watershed identified in the 2009 Yadkin -Pee
Dee River Basin Restoration Priorities (RBRP) (NC DMS, 2009). The project watershed consists primarily
of agricultural and wooded land. The drainage area for the Site is 322 acres (0.50 square miles).
1.1 Project Quantities and Credits
The Site is located on two parcels under 2 different landowners and a conservation easement was
recorded on 22.50 acres. Mitigation work within the Site included restoration, enhancement I, and
enhancement II of 8,700 linear feet of perennial and intermittent stream channels. The project is
expected to provide 7,589.533 cool water stream credits by closeout.
Table 1: Project Quantities and Credits
•••
• •
Mitigation
Mitigation
Project
As -Built
Mitigation
Restoration
plan
Ratio Credits Comments
Segment
Footage
Footage
Category
Level (X:1)
St rea m
Big Bugaboo
Full Channel Restoration,
868
869
Cool
R
1.0
868.000
Creek R1
Fencing Out Livestock
Constructed Riffles, Fencing
Big Bugaboo
981
981
Cool
El
1.5
654.000
Out Livestock, Internal
Creek R2
Crossing
Pond Removal, Full Channel
Big Bugaboo
Creek R3
1,764
1,756
Cool
R
1.0
1,764.000
Restoration, Fencing Out
Livestock, Internal Crossing
Big Bugaboo
Graded Bankfull Bench,
Creek R4
394
390
Cool
El
1.5
262.666
Fencing Out Livestock
Full Channel Restoration,
UT1
389
390
Cool
R
1.0
389.000
Fencing Out Livestock
Fencing Out Livestock, Minor
UT2 R1
505
505
Cool
Ell
2.5
202.000
Bank Grading
Raised Riffle Bed, Fencing
UT2 R2
80
78
Cool
El
1.5
53.333
Out Livestock, Utility
Crossing
Full Channel Restoration,
UT2 R3
436
440
Cool
R
1.0
436.000
Fencing Out Livestock
Bank Grading, Fencing Out
UT2 R4
314
301
Cool
El
1.5
209.333
Livestock
Full Channel Restoration,
UT2 R5
741
729
Cool
R
1.0
741.000
Fencing Out Livestock,
Internal Crossing
Fencing Out Livestock, Utility
UT2A R1
135
134
Cool
Ell
2.5
54.000
Crossing
Bug Headwaters Mitigation Site
Monitoring Year 0 Annual Report - Final 1-1

Full Channel Restoration,
UT2A R2
445
445
Cool
R
1.0
445.000
Fencing Out Livestock
Bank Stabilization, Fencing
UT213
168
167
Cool
Ell
2.5
67.200
Out Livestock
Pond Removal, Full Channel
UT3
1,412
1,384
Cool
R
1.0
1,412.000
Restoration, Fencing Out
Livestock
UT4
128
131
EII
4.0
32.000
Fencing Out Livestock
Total:
7,589.533
Restoration Level
Stream
Warm
Cool
Cold
Restoration
6,055.000
Enhancement 1
1,179.333
Enhancement 11
355.200
Preservation
Totals
7,589.533
Total Stream Credit
7,589.533
1.2 Project Goals and Objectives
The project is intended to provide numerous ecological benefits. Table 2 below describes expected
outcomes to water quality and ecological processes and provides project goals and objectives.
Table 2: Goals, Performance Criteria, and Functional Improvements
Goal
Objective/
Treatment
Likely Functional Uplift
Performance
Criteria
Measurement
Cumulative
Monitoring
Results
Construct stream
ER stays over 2.2
Improve the
channels that will
Reduce erosion and
and BHR below
Cross-section
sediment inputs;
1.2 with visual
stability of
maintain stable
maintain appropriate bed
assessments
monitoring and
No deviations
stream
cross -sections,
forms and sediment size
showing
visual
from design.
channels.
patterns, and profiles
distribution.
progression
inspections.
over time.
towards stability.
Install habitat
features such as
cover logs, log sills,
Support biological
There is no
and bush toes into
communities and
Improve
restored/enhanced
processes. Provide
required
instream
streams. Add woody
aquatic habitats for
performance
N/A
N/A
habitat.
materials to channel
diverse populations of
standard for this
beds. Construct pools
aquatic organisms.
metric.
of varying depth.
Fence out livestock.
Bug Headwaters Mitigation Site
Monitoring Year 0 Annual Report -Final 1-2

Objective/
Performance
Cumulative
Goal
Likely Functional Uplift
Measurement
Monitoring
Treatment
Criteria
Results
Reduce shear stress on
channel; hydrate adjacent
Four bankfull
wetland areas; filter
events in
Reconstruct stream
pollutants out of
separate years
Reconnect
channels with
overbank flows; provide
within
Crest gauges
channels with
and/or pressure
appropriate bankfull
surface storage of water
monitoring
transducers
Reported in
andflooriparian
and riparian
dimensions and
on floodplain; increase
period.
recording flow
MY1.
wetlands.
depth relative to
groundwater recharge
30 consecutive
elevations.
existing floodplain.
while reducing outflow of
days of flow for
stormwater; support
intermittent
water quality and habitat
channel.
goals.
Reduce sediment and
nutrient inputs from
Stabilize stream
stream banks; reduce
banks. Plant riparian
There is no
buffers with native
sediment nutrient and
required
Improve water
trees. Construct
bacteria inputs from
performance
N/A
N/A
quality.
BMPs to treat
pasture runoff; keep
standard for this
livestock out of streams,
pasture runoff. Fence
further reducing
metric.
out livestock.
pollutants in project
streams.
Provide a canopy to
Survival rate of
One hundred
shade streams and
320 stems per
square meter
All 15 vegetation
Restore /
Plant native tree
vegetation plots
plots have a
improve
species in riparian
reduce thermal loadings;
acre at MY3, 260
are placed on 2%
planted stem
riparian
zones where
stabilize stream banks
planted stems
of the planted
density greater
buffers.
currently insufficient.
and support
per acre
area of the Site
than 320 stems
water quality and habitat
r quality a
and 210 stems
t ms
goals.
per acre at MY7.
and monitored
per acre.
annually.
Visually inspect
Permanently
Establish
Ensure that development
the perimeter of
protect the
and agricultural uses that
Prevent
the Site to
project Site
conservation
would damage the Site or
easement
ensure no
No easement
from harmful
easements on the
reduce the benefits of the
encroachment.
easement
encroachments.
uses.
Site.
project are prevented.
encroachment is
occurring.
1.3 Project Attributes
The Site includes the headwaters of Big Bugaboo Creek. All project reaches and the majority of the
watershed areas are contained within two farms, the larger of which is owned by Horace Randle Wood
while the smaller is owned by Gaye Swaim. Mr. Wood has owned the property and used it exclusively to
graze cattle since 2012. His property was historically used for grazing cattle though tobacco was also
cultivated on small sections of the property. Prior to construction, the Wood property remained mostly
non -forested cattle pasture with cattle having access to all surface waters on the property other than a
pond just below the confluence of Big Bugaboo Creek and UT2 and short reaches of both of these
streams just upstream of the pond. Cattle access has severely degraded a majority of the streams. The
Swaim property has been in the family for over 60 years and had primarily been used for row crop
agriculture. Prior to construction, it was used to cultivate corn and soybeans. There was an in -line pond
Bug Headwaters Mitigation Site
Monitoring Year 0 Annual Report - Final 1-3

on the Swaim property that received heavy sediment loads whenever the fields were tilled due to the
absence of a vegetated buffer around the pond. The remaining portions of the watershed outside of the
Wood and Swaim properties are mostly cleared and used for pasture and row crops, although there is a
pocket of forested area on the southeastern side of the watershed and wooded riparian corridors are
present on the far upstream and downstream ends of the Site. Table 3 below and Table 8 in Appendix C
present additional information on pre -restoration conditions.
Table 3: Project Attributes
Project Name
Bug Headwaters
Mitigation Site
County
Wilkes County
Project Area (acres)
22.50
Project Coordinates
36.32139 N, 80.98432 W
Physiographic Province
Piedmont
River Basin
Yadkin
USGS HUC 8-digit
03040101
USGS HUC 14-digit
03040101070010
DWR Sub -basin
03-07-01
Land Use Classification
86% agriculture, 12% forested,
2% developed
Project Drainage Area (acres)
322
Percentage of Impervious Area
1 2%
low
Parameters
Big
Bugaboo
Creek
UT1
UT2
UT2A
UT3
Pre -project length (feet)
4,007
389
2,076
580
1,412
Post -project (feet)
3,996
390
2,053
579
1,384
Valley confinement
Confined to
Unconfined
Confined
Moderately
Confined
Confined
Moderately
Confined
Drainage area (acres)
322
7
65
17
96
Perennial, Intermittent, Ephemeral
Perennial
Intermittent
I Perennial
Intermittent
Perennial
DWR Water Quality Classification
C
Dominant Stream Classification (existing)
F4/B4
B4
F4b
A4
G4
Dominant Stream Classification (proposed)
B4/C4
B4
C4b
B4A
C4
Dominant Evolutionary class (Simon) if applicable
Stage III
Parameters
Applicable?
Resolved?
Supporting Documentation
Water of the United States - Section 404
Yes
Yes
USACE Nationwide Permit No. 27 and
DWQ 401 Water Quality CertificationNo. 4134.
Water of the United States -Section 401
Yes
Yes
Endangered Species Act
Yes
Yes
Categorical Exclusion in Mitigation Plan
(Wildlands, 2020)
Historic Preservation Act
Yes
Yes
Coastal Zone Management Act (CZMA or CAMA)
N/A
N/A
N/A
Essential Fisheries Habitat
N/A
N/A
N/A
Bug Headwaters Mitigation Site
Monitoring Year 0 Annual Report - Final 1-4

Section 2: As -Built Condition (Baseline)
The Site construction and as -built surveys were completed in April and May 2021, respectively. The
survey included developing an as -built topographic surface; as well as, surveying the as -built channel
centerlines, top of banks, structures, and cross -sections.
Native boulder material was not found on site, so boulders were transported from a quarry. Since logs
were abundant on the site, some boulder sills were replaced with log sills to reduce the amount of off -
site material needed. The quarry boulders were mainly used in structures at the headwaters of the
stream channels that are likely to be intermittently dry during the summer. This was done to help
prevent the logs from rotting during the dry times of the year.
Due to severe ground instability in the drained ponds during construction, the upper portion of UT3 was
moved up to 18 feet to the left of the design centerline. This allowed for equipment to construct the
stream channel from the side of the pond where the ground was drier instead of near the center. A
minimum 30-foot buffer was maintained with the approved revisions to the UT3 alignment. A figure was
included with the IRT correspondence dated April 22, 2021, and is found in Appendix F.
There was a 60-foot reduction in stream length from Mitigation Plan Footage to As -Built Footage
throughout the Site. UT3 has a 28-foot reduction in stream length, however, this is not due to the
alignment change. The originally proposed alignment was 810 feet, while the realigned stream
submitted to the IRT was 811 feet. The As -Built Plans show that streams were constructed as designed
with only minor deviations. The reduction in stream footage is related to the typical difference between
overall design alignment length and the surveyed stream lengths.
Unstable ground in both pond bottoms slowed down construction delaying planting until April.
Correspondence notifying DMS and the IRT of the delayed planting is documented in Appendix F.
Ground instability also prohibited fence to be installed around both ponds. Newly installed fence was
tied into existing fence along the edge of the former pond on Big Bugaboo Creek Reach 3 rather than
being installed through the pond as designed. Cattle are completely excluded from the Site. If the pond
dries sufficiently for cattle to graze the pond bottom outside the easement, the fence will be relocated
to just outside the easement as designed. Detailed fencing changes are documented in Appendix E on
Plan Sheet 5.03 and 5.07.
!.1 As-Built/Record Drawings
A sealed half-size set of record drawings are in Appendix E which includes the post -construction survey,
alignments, structures, and monitoring features. These include redlines for any significant field
adjustments made during construction that differ from the design plans. Where needed, adjustments
were made during construction based on field evaluations and are listed below.
2.1.1 Big Bugaboo Reach 1
• STA 103+80 & STA 104+15 — boulder sill replaced with log sill due to no native boulders on site;
• STA 105+59 — boulder sill replaced with log sill due to no native boulders on site;
• STA 107+60 — boulder sill replaced with log sill due to no native boulders on site; and
• STA 107+95 - STA 108+12 — no suitable sod on site. Banks quickly stabilized with seeded
vegetation and coir fiber matting.
Bug Headwaters Mitigation Site
Monitoring Year 0 Annual Report - Final 2-1

2.1.2 Big Bugaboo Reach 2
• STA 111+24 — log sill was added to increase stream bed stability;
• STA 111+23 — STA 111+61 brush toe was added to increase bank stability;
• STA 112+36 - STA 112+57 — riffle, and boulder sill added for increased stream bed stability;
• STA 113+23 & STA 113+63 — boulder sill replaced with log sill due to no native boulders on site;
• STA 114+24 - STA 114+49 & STA 114+68 - STA 114+84 — riffle added for increased stream bed
stability;
• STA 114+49 - STA 114+66 & STA 114+85 - STA 115+05 — brush toe added for increased channel
stability;
• STA 115+05 - STA 115+86 riffle extended for increased stream bed stability;
• STA 116+26 — log sill replaced with boulder sill for increased stream bed stability;
• STA 117+27 - STA 118+48 — alignment was relocated due to shallow bedrock in proposed
location; and
• STA 119+63 - STA 119+79 — No suitable sod on site. Banks quickly stabilized with seeded
vegetation and coir fiber matting.
2.1.3 Big Bugaboo Reach 3
• STA 121+81— boulder sill replaced with log sill due to no native boulders on site;
• STA 124+60 - STA 124+92 brush toe replaced with cover log with extra boulder toe due to on -
site brush material was no longer available;
• STA 125+68 — boulder sill replaced with log sill due to no native boulders on site;
• STA 126+28 — concentrated flow outlet added to stabilize bank;
• STA 126+88 — boulder sill replaced with log sill due to no native boulders on site;
• STA 130+23 — boulder sill replaced with log sill due to no native boulders on site; and
• STA 133+01 - STA 133+31 brush toe was added to increase bank stability.
2.1.4 Big Bugaboo Reach 4
• STA 140+28 — log sill added to increase stream bed stability.
2.1.5 UT1
• STA 201+01, STA 201+37, STA 202+00, & STA 202+33 — boulder sill replaced with log sill due to
no native boulders on site;
• STA 201+36 — brush toe not installed. Wetland outlet swale was added;
• STA 202+00 - STA 202+22 — brush toe replaced by juncus mats to reduce equipment impact on
wetlands. Juncus was harvested with no storage or transportation needed;
• STA 202+83, STA 203+44, STA 203+50, STA 203+66, & STA 203+88 — boulder sill replaced with
log sill due to no native boulders on site; and
• STA 202+33 - STA 202+59, STA 202+60 - STA202+83, & STA 202+83 - STA 203+24 — brush toe
removed. Channel cross-section too small to maintain riffle thalweg without piping through the
brush toe structure. Additionally, curve radii are large and brush toe not needed for stability.
2.1.6 UT2 Reach 1
• STA 300+24 - Boulder sill replaced with log sill due to no native boulders on site;
• STA 301+53 - STA 301+61— no suitable sod on site. Banks quickly stabilized with seeded
vegetation and coir fiber matting; and
• STA 304+95 - STA 305+38 — bank grading removed. Bank had stable grade at time of
construction.
Bug Headwaters Mitigation Site
Monitoring Year 0 Annual Report - Final 2-2

2.1.7 UT2 Reach 2
• STA 306+18 — STA 306+29 & STA 306+43 - STA 306+50 — no suitable sod on site. Banks quickly
stabilized with seeded vegetation and coir fiber matting; and
• STA 306+60 - STA 306+68 & STA 306+68 - STA 306+76 — no suitable sod on site. Banks quickly
stabilized with seeded vegetation and coir fiber matting.
2.1.8 UT2 Reach 3
• STA 307+49 - STA 307+59 & STA 308+42 — STA 308+53 — no suitable sod on site. Banks quickly
stabilized with seeded vegetation and coir fiber matting; and
• STA 309+47 - STA 309+55 & STA 309+77 - STA 309+92 — no suitable sod on site. Banks quickly
stabilized with seeded vegetation and coir fiber matting.
2.1.9 UT2 Reach 4
• STA 312+78 - STA 313+04 & STA 313+29 - STA 313+75 — brush toe added to stabilize
streambank; and
• STA 313+99 & STA 314+54 — log sill added for additional stream bed stability.
2.1.10 UT2 Reach 5
• STA 315+04 - STA 315+20, STA 315+37 - STA 315+56, & STA 315+77 - STA 315+92 — no suitable
sod on site. Banks quickly stabilized with seeded vegetation and coir fiber matting; and
• STA 321+90 - STA 322+05 — log vane replaced by boulder sill and brush toe to increase bank
stability.
2.1.11 UT2A Reach 1
• STA 400+06 - STA 402+08 — banks were graded to stabilize credited and non -credited stream
sections.
2.1.12 UT2A Reach 2
• STA 402+59 - STA 402+69 — no suitable sod on site. Banks quickly stabilized with seeded
vegetation and coir fiber matting;
• STA 405+04 — boulder sill removed. Step pool sills too close together and boulders too large to
construct as designed;
• STA 406+40 - STA 406+49 — brush toe replaced with boulder toe to stabilize stream section; and
• STA 406+49 — Boulder toe added to stabilize stream section.
2.1.13 UT2B
• STA 500+00 - STA 501+18 — due to increased degradation, bank grading and grade control added
to stabilize Ell Reach.
2.1.14 UT3
• STA 601+13 - STA 601+33 & STA 601+47 - STA 601+91— vegetative soil lifts replaced by brush
toe revetment. Proposed cross-section too shallow for multiple soil lifts;
• STA 600+34 - STA 602+60 & STA 603+56 - STA 606+69 — stream realignment for better
constructability through pond area;
• STA 605+61— cover log added for bank stability and habitat creation;
• STA 607+24 — log vane replaced by brush toe and log sill. Log with acceptable dimensions for
vane arm not available on site;
• STA 607+67 — UT6 lined with stone bank fortification;
Bug Headwaters Mitigation Site
Monitoring Year 0 Annual Report - Final 2-3

• STA 607+74 - STA 607+88 — vegetative soil lifts replaced by brush toe revetment. Proposed
cross-section too shallow for multiple soil lifts;
• STA 608+09 - STA 608+27 — replaced brush toe with stone for bank fortification to protect
against cattle trampling and wallowing;
• STA 609+21— wetland outlet protection installed but not surveyed due to it being covered in
coir and vegetation;
• STA 610+09 — replaced log vane with extended brush toe and log sill for bank stabilization;
• STA 610+71 - STA 610+89 & STA 611+78 - STA 612+03 — brush toe was used instead of soil lifts
due to channel dimensions not being deep enough for multiple soil lifts; and
• STA 612+80 - STA 612+98 — brush toe was used instead of soil lifts due to channel dimensions
not being deep enough for multiple soil lifts.
2.1.15 UT4
• STA 701+14 - STA 701+30 — slope grading not done due to bank having a stable slope and
additional grading was not necessary; and
• STA 701+22 - STA 701+29 — outlet protection installed but not surveyed due to vegetation
overgrown at confluence. Outlet protection material will be added as needed to maintain
stability of the confluence.
Bug Headwaters Mitigation Site
Monitoring Year 0 Annual Report - Final 2-4

Section 3: Monitoring Year 0 Data Assessment
Annual monitoring and site visits were conducted during MYO to assess the condition of the project. The
vegetation and stream success criteria for the Site follow the approved success criteria presented in the
Mitigation Plan (Wildlands, 2020). Performance criteria for vegetation, stream, and hydrologic
assessment are located in Section 1.2 Table 3: Goals, Performance Criteria, and Functional
Improvements.
3.1 Vegetative Assessment
The MYO vegetative survey was completed in April 2021. Vegetation monitoring resulted in a stem
density range of 526 to 648 planted stems per acre which is well above the interim requirement of 320
stems per acre required at MY3. Average stem density was 601 planted stems per acre. All 15 vegetation
plots met the interim success criteria and are on track to meet the final success criteria required for
MY7. Refer to Appendix A for Vegetation Plot Photographs and the Vegetation Condition Assessment
Table and Appendix B for Vegetation Plot Data.
'.2 Vegetation Areas of Concern
No vegetation areas of concern were identified during MYO.
3.3 Stream Assessment
Morphological surveys for MYO were conducted in April 2021. All streams within the Site are stable and
functioning as designed. All 18 cross -sections at the Site show little to no change in the bankfull area and
width -to -depth ratio, and bank height ratios are less than 1.2. Substrate measurements indicate the
maintenance of coarser material in the riffle reaches and finer particles in the pools. Refer to Appendix A
for the Visual Stream Morphology Stability Assessment Table and Stream Photographs. Refer to
Appendix C for Stream Geomorphology Data.
3.4 Stream Areas of Concern
No stream areas of concern were identified during MYO.
y.5 Hydrology Assessment
Hydrologic data will be collected and reported during MY1.
3.6 Wetland Assessment
The extent of wetlands will be reverified during MY5. No performance standard is tied to reverification.
3.7 Adaptive Management Plan
No adaptive management plans are needed at this time.
1.8 Monitoring Year 0 Summary
Overall, the Site looks good, is performing as intended, and is on track to meet success criteria. All
vegetation plots are on track to exceed the MY3 interim requirement of 320 planted stems per acre, and
all streams within the Site are stable and meeting project goals.
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 DMS upon request.
Bug Headwaters Mitigation Site
Monitoring Year 0 Annual Report - Final 3-1

Section 4: METHODOLOGY
Geomorphic data was collected following the standards outlined in The 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.
Crest gauges and pressure transducers were installed in riffle cross -sections and monitored throughout
the year. Hydrologic monitoring instrument installation and monitoring methods are in accordance with
the United States Army Corps of Engineers standards (USACE, 2003). Vegetation monitoring protocols
followed the Carolina Vegetation Survey-EEP Level 2 Protocol (Lee et al., 2008).
Bug Headwaters Mitigation Site
Monitoring Year 0 Annual Report - Final 4-1

Section 5: 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, Michael T., Peet, Robert K., Steven D., Wentworth, Thomas R. 2006. CVS-EEP Protocol for Recording
Vegetation Version 4.0. http://www.nceep.net/business/
monitoring/veg/datasheets.htm.
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.
Rosgen, D.L. 1997. A Geomorphological Approach to Restoration of Incised Rivers. Proceedings of the
Conference on Management of Landscapes Disturbed by Channel Incision. Center For
Computational Hydroscience and Bioengineering, Oxford Campus, University of Mississippi, Pages
12-22.
North Carolina Division of Water Resources (DWR). 2008. Yadkin -Pee Dee River Basin Plan.
North Carolina Ecosystem Enhancement Program (EEP), 2009. Upper Yadkin River Basin Restoration
Priorities.
United States Army Corps of Engineers. 2003. Stream Mitigation Guidelines. USACE, NCDENR-DWQ,
USEPA, NCWRC.
United States Geological Survey. 1998. North Carolina Geology.
Wildlands Engineering, Inc. (2020). Bug Headwaters Mitigation Project Mitigation Plan. DMS, Raleigh,
NC.
Bug Headwaters Mitigation Site
Monitoring Year 0 Annual Report - Final 5-1

Z 7► 7 �L ' r' i.
Mtn
i
i
� r
2018 Aerial Photography
0 350 700 Feet A
IIIIII
i Conservation Easement
Internal Crossing
Existing Wetlands
Ephemeral Step -Pool BMP
- Pocket Wetland BMP
Vegetation Plots
i Stream Restoration
Stream Enhancement I
Stream Enhancement II
No Credit
Fence
--- Utility Line
Cross Sections
• Reach Breaks
0 Photo Points
♦ Barotroll
♦ Crest Gauge
♦ Flow Gauge
Figure 1. Current Condition Plan View Key
Bug Headwaters Mitigation Site
Yadkin Basin 03040101
Monitoring Year 0 - 2021
Wilkes County, NC

I `�
3014
- y
�{
Ili 8
• 303+�
KIM
• ui 9 •
�Z3u�• Fn ��lop
4 3054% S.s' 1
1 '
02,00
30400
�o
;ry �I UCS STA 201+36: Riffle covered _-
in sediment. Will be repaired ,.
or maintained as needed. ,1
141
zs jam.
O 4 o
1�03 Jo
�/ 'oo00
_ : N
Ju s
o,
*41
x " -
� r-
J
Conservation Easement --- As -Built Bankfull _
Internal Crossing _ Fence
Existing Wetlands --- Utility Line
Ephemeral Step -Pool BMP Cross Sections
- Pocket Wetland BMP • Reach Breaks
'• '' • • Vegetation Plots Photo Points
Stream Restoration ♦ Barotroll
Stream Enhancement I ♦ Crest Gauge
Stream Enhancement 11 ♦ Flow Gauge
No Credit Structures
Figure 1a, Current Condition Plan View
W I LD L IAN D S 0 150 300 Feet Bug Headwaters Mitigation Site
ENGNEERING
I I I Yadkin Basin 03040101
Monitoring Year 0 - 2021
Wilkes County, NC

r i Conservation Easement
Internal Crossing
Existing Wetlands
Vegetation Plots
Stream Restoration
Stream Enhancement I
. Stream Enhancement 11
. No Credit
--- As -Built Bankfull
= Fence
— Utility Line
Cross Sections
• Reach Breaks
0 Photo Points
• Crest Gauge
• Flow Gauge
Structures
�WILDLANDS
ENGINEERING
i_V s t�
' 31 , UC 3.1llU
313+00 jr54,00.
UT2
Reach 4
Big Bugaboo Creek
SOMMOLK_eachfs�
Big Bugaboo
Reach 2
Figure 11, Current Condition Plan View
0 150 300 Feet Bug Headwaters Mitigation Site
I I I I Yadkin Basin 03040101
Monitoring Year 0 - 2021
Wilkes County, NC

' �•
I ,=
i� `♦ 606+00
w 4 .♦`
♦
Y
�WILDLANDS
ENGINEERING
1AVy �_
0 150 300 Feet A
IIIIII
Big Bugaboo Creek
Reach 3
-onservation Easement
nternal Crossing
xisting Wetlands
✓egetation Plots
itream Restoration
itream Enhancement I
itream Enhancement 11
Vo Credit
--- As -Built Bankfull
tt = Fence
Cross Sections
• Reach Breaks
0 Photo Points
Crest Gauge
• Structures
Figure 1c. Current Condition Plan View
Bug Headwaters Mitigation Site
Yadkin Basin 03040101
Monitoring Year 0 - 2021
Wilkes County, NC
I ,=
i� `♦ 606+00
w 4 .♦`
♦
Y
�WILDLANDS
ENGINEERING
1AVy �_
0 150 300 Feet A
IIIIII
Big Bugaboo Creek
Reach 3
-onservation Easement
nternal Crossing
xisting Wetlands
✓egetation Plots
itream Restoration
itream Enhancement I
itream Enhancement 11
Vo Credit
--- As -Built Bankfull
tt = Fence
Cross Sections
• Reach Breaks
0 Photo Points
Crest Gauge
• Structures
Figure 1c. Current Condition Plan View
Bug Headwaters Mitigation Site
Yadkin Basin 03040101
Monitoring Year 0 - 2021
Wilkes County, NC

APPENDIX A. Visual Assessment Data

Table 4. Visual Stream Morphology Stability Assessment Table
Bug Headwaters Mitigation Site
DMS Project No. 100084
Monitoring Year 0 - 2021
Big Bugaboo Reach 1- 4
W Number Amount of
Major Channel Category Metric Stable, Nu Unstable
Performing u
as Intended JAh L Footage ilk
Assessed Stream Length
% Stable,
Performing as
ended
3,996
Assessed Bank Length
7,992
Surface Scour/
Bank lacking vegetative cover resulting simply from
Bare Bank
poor growth and/or surface scour.
0
100%
Bank toe eroding to the extent that bank failure
Bank
Toe Erosion
appears likely. Does NOT include undercuts that are
0
100%
modest, appear sustainable and are providing
habitat.
Fluvial and geotechnical - rotational, slumping,
Bank Failure
0
100%
calving, or collapse.
Totals:
0
100%
Grade control structures exhibiting maintenance of
Grade Control
25
25
100%
grade across the sill.
Structure
Bank erosion within the structures extent of
Bank Protection
58
58
100%
influence does not exceed 15%.
UT1
Number Tota I Amount of
Major Channel Category Metric Perfor ing ;Numjber Unstable
as Inte ed Footage
Assessed Stream Length
% Stable,
Performing as
Intended
390
Assessed Bank Length
780
Surface Scour/
Bank lacking vegetative cover resulting simply from
Bare Bank
poor growth and/or surface scour.
0
100%
Bank toe eroding to the extent that bank failure
appears likely. Does NOT include undercuts that are
Bank
Toe Erosion
0
100%
modest, appear sustainable and are providing
habitat.
Fluvial and geotechnical - rotational, slumping,
Bank Failure
0
100%
calving, or collapse.
Totals:
0
100%
Grade control structures exhibiting maintenance of
Grade Control
15
15
100%
grade across the sill.
Structure
Bank erosion within the structures extent of
Bank Protection
4
4
100%
influence does not exceed 15%.

Table 4. Visual Stream Morphology Stability Assessment Table
Bug Headwaters Mitigation Site
DMS Project No. 100084
Monitoring Year 0 - 2021
UT2 Reach 1- 5
W Number Amount of
Major Channel Category Metric Stable, Nu Unstable
Performing u
as Intended JAh L Footage ilk
Assessed Stream Length
% Stable,
Performing as
ended
2,053
Assessed Bank Length
4,106
Surface Scour/
Bank lacking vegetative cover resulting simply from
Bare Bank
poor growth and/or surface scour.
0
100%
Bank toe eroding to the extent that bank failure
Bank
Toe Erosion
appears likely. Does NOT include undercuts that are
0
100%
modest, appear sustainable and are providing
habitat.
Fluvial and geotechnical - rotational, slumping,
Bank Failure
0
100%
calving, or collapse.
Totals:
0
100%
Grade control structures exhibiting maintenance of
Grade Control
22
22
100%
grade across the sill.
Structure
Bank erosion within the structures extent of
Bank Protection
30
30
100%
influence does not exceed 15%.
UT2A Reach 1- 2
Number Tota I Amount of
Perfor ing Footage
I Vnel Category Metric Sta ;Numjber Unstable
Assessed Stream Length
% Stable,
Performing as
Intended
580
Assessed Bank Length
1,160
Surface Scour/
Bank lacking vegetative cover resulting simply from
Bare Bank
poor growth and/or surface scour.
0
100%
Bank toe eroding to the extent that bank failure
appears likely. Does NOT include undercuts that are
Bank
Toe Erosion
0
100%
modest, appear sustainable and are providing
habitat.
Fluvial and geotechnical - rotational, slumping,
Bank Failure
0
100%
calving, or collapse.
Totals:
0
100%
Grade control structures exhibiting maintenance of
Grade Control
14
14
100%
grade across the sill.
Structure
Bank erosion within the structures extent of
Bank Protection
7
7
100%
influence does not exceed 15%.

Table 4. Visual Stream Morphology Stability Assessment Table
Bug Headwaters Mitigation Site
DMS Project No. 100084
Monitoring Year 0 - 2021
UT2B
W Number Amount of
Major Channel Category Metric Stable, Nu Unstable
Performing u
as Intended JAh L Footage is
Assessed Stream Length
% Stable,
Performing as
ntended
168
Assessed Bank Length
336
Surface Scour/
Bank lacking vegetative cover resulting simply from
Bare Bank
poor growth and/or surface scour.
0
100%
Bank toe eroding to the extent that bank failure
Bank
Toe Erosion
appears likely. Does NOT include undercuts that are
0
100%
modest, appear sustainable and are providing
habitat.
Fluvial and geotechnical - rotational, slumping,
Bank Failure
0
100%
calving, or collapse.
Totals:
0
100%
Grade control structures exhibiting maintenance of
Grade Control
4
4
100%
grade across the sill.
Structure
Bank erosion within the structures extent of
Bank Protection
0
0
N/A
influence does not exceed 15%.
UT3
Number Tota I Amount of
Major Channel Category Metric Perfor ing ;Numjber Unstable
as Inte ed Footage
Assessed Stream Length
% Stable,
Performing as
Intended
1,384
Assessed Bank Length
2,768
Surface Scour/
Bank lacking vegetative cover resulting simply from
Bare Bank
poor growth and/or surface scour.
0
100%
Bank toe eroding to the extent that bank failure
appears likely. Does NOT include undercuts that are
Bank
Toe Erosion
0
100%
modest, appear sustainable and are providing
habitat.
Fluvial and geotechnical - rotational, slumping,
Bank Failure
0
100%
calving, or collapse.
Totals:
0
100%
Grade control structures exhibiting maintenance of
Grade Control
0
0
N/A
grade across the sill.
Structure
Bank erosion within the structures extent of
Bank Protection
23
23
100%
influence does not exceed 15%.

Table 4. Visual Stream Morphology Stability Assessment Table
Bug Headwaters Mitigation Site
DMS Project No. 100084
Monitoring Year 0 - 2021
UT4
Number Tota I Amount of
Major Channel Category Metric Performing Number in Unstable
as Intended As -built Footage
Assessed Stream Length
% Stable,
Performing as
Intended d
128
Assessed Bank Length
256
Surface Scour/
Bank lacking vegetative cover resulting simply from
Bare Bank
poor growth and/or surface scour.
0
100%
Bank toe eroding to the extent that bank failure
Bank
Toe Erosion
appears likely. Does NOT include undercuts that are
0
100%
modest, appear sustainable and are providing
habitat.
Fluvial and geotechnical - rotational, slumping,
Bank Failure
0
100%
calving, or collapse.
Totals:
0
100%
Grade control structures exhibiting maintenance of
Grade Control
0
0
N/A
grade across the sill.
Structure
Bank erosion within the structures extent of
Bank Protection
0
0
N/A
influence does not exceed 15%.

Table 5. Vegetation Condition Assessment Table
Bug Headwaters Mitigation Site
DMS Project No. 100084
Monitoring Year 0 - 2021
Planted Acreage 19.00
MFW
Mapping
Definitions
M (ac)
Combined
Acreage
% of Planted
Acreage
Bare Areas
Very limited cover of both woody and herbaceous material. 0.10
0
0%
Low Stem Density
Woody stem densities clearly below target levels based on current MY stem count
0.10
0
0%
Areas
criteria.
Total
0
0%
Areas of Poor Growth
Planted areas where average height is not meeting current MY Performance
0.10
0
0%
Rates
Standard.
Cumulative Total
0.0
0%
Easement Acreage
22.50
M
ff7on 7ategolp'
Definitions
of
Lasement
Invasives may occur outside of planted areas and within the easement and will
therefore be calculated against the total easement acreage. Include species with the
Invasive Areas of
potential to directly outcompete native, young, woody stems in the short-term or 0.10
0 0%
Concern
community structure for existing communities. Invasive species included in
summation above should be identified in report summary.
Encroachment may be point, line, or polygon. Encroachment to be mapped consists
Easement
of any violation of restrictions specified in the conservation easement. Common
0 Encroachments Noted
Encroachment Areas
encroachments are mowing, cattle access, vehicular access. Encroachment has no
none
/Oac
threshold value as will need to be addressed regardless of impact area.

STREAM PHOTOGRAPHS

PHOTO POINT 1 Big Bugaboo R1— upstream (0313012021) 1 PHOTO POINT 1 Big Bugaboo R1 —downstream (0313012021) 1
PHOTO POINT 2 Big Bugaboo R1— upstream (0313012021) 1 PHOTO POINT 2 Big Bugaboo R1 —downstream (0313012021) 1
PHOTO POINT 3 Big Bugaboo R1— upstream (0313012021)
PHOTO POINT 3 Big Bugaboo R1— downstream (0313012021)
Bug Headwaters Mitigation Site
Appendix A: Visual Assessment Data — Stream Photographs

PHOTO POINT 4 Big Bugaboo R1— upstream (0313012021) 1 PHOTO POINT 4 Big Bugaboo R1 —downstream (0313012021) 1
PHOTO POINT 5 Big Bugaboo R2 — upstream (0313012021) 1 PHOTO POINT 5 Big Bugaboo R2 —downstream (0313012021) 1
PHOTO POINT 6 Big Bugaboo R2 — upstream (0313012021)
PHOTO POINT 6 Big Bugaboo R2 — downstream (0313012021)
Bug Headwaters Mitigation Site
Appendix A: Visual Assessment Data — Stream Photographs

l a�:
PHOTO POINT 7 Big Bugaboo R2 — upstream (0313012021) I PHOTO POINT 7 Big Bugaboo R2 —downstream (0313012021)
PHOTO POINT 8 Big Bugaboo R3 — upstream (0412912021) 1 PHOTO POINT 8 Big Bugaboo R3 —downstream (0412912021) 1
W
--7M
PHOTO POINT 9 Big Bugaboo R3 — upstream (0412912021)
PHOTO POINT 9 Big Bugaboo R3 — downstream (0412912021)
Bug Headwaters Mitigation Site
Appendix A: Visual Assessment Data — Stream Photographs

PHOTO POINT 10 Big Bugaboo R3 — upstream (0412912021) 1 PHOTO POINT 10 Big Bugaboo R3 —downstream (0412912021) 1
PHOTO POINT 11 Big Bugaboo R3 — upstream (0412912021) 1 PHOTO POINT 11 Big Bugaboo R3 —downstream (0412912021) 1
PHOTO POINT 12 Big Bugaboo R3 — upstream (0412912021)
PHOTO POINT 12 Big Bugaboo R3 — downstream (0412912021)
�O'I, Bug Headwaters Mitigation Site
`� Appendix A: Visual Assessment Data — Stream Photographs

ow
PHOTO POINT 13 Big Bugaboo R3 — upstream (0412912021) 1 PHOTO POINT 13 Big Bugaboo R3 —downstream (0412912021) 1
PHOTO POINT 14 Big Bugaboo R3 — upstream (0412912021) 1 PHOTO POINT 14 Big Bugaboo R3 —downstream (0412912021) 1
PHOTO POINT 15 Big Bugaboo R3 — upstream (0412912021)
PHOTO POINT 15 Big Bugaboo R3 — downstream (0412912021)
Bug Headwaters Mitigation Site
Appendix A: Visual Assessment Data — Stream Photographs

PHOTO POINT 16 Big Bugaboo R3 — upstream (0412912021) 1 PHOTO POINT 16 Big Bugaboo R3 —downstream (0412912021) 1
PHOTO POINT 17 Big Bugaboo R4—upstream (0412112021)
PHOTO POINT 18 Big Bugaboo R4 — upstream (0412112021)J
PHOTO POINT 17 Big Bugaboo R4 — downstream (0412112021)
PHOTO POINT 18 Big Bugaboo R4 — downstream (0412112021)
Bug Headwaters Mitigation Site
Appendix A: Visual Assessment Data — Stream Photographs

PHOTO POINT 19 UT1— upstream (0313012021) 1 PHOTO POINT 19 UT1— downstream (0313012021) 1
PHOTO POINT 20 UT1— upstream (0313012021)
PHOTO POINT 20 UT1— downstream (0313012021)
PHOTO POINT 21 UT1— downstream (0313012021)
Bug Headwaters Mitigation Site
Appendix A: Visual Assessment Data — Stream Photographs

.6— _
PHOTO POINT 22 UT1— upstream (0313012021) PHOTO POINT 22 UT1— downstream (0313012021)
PHOTO POINT 23 UT2 R1— upstream (0313012021) 1 PHOTO POINT 23 UT2 R1— downstream (0313012021) 1
PHOTO POINT 24 UT2 R1— upstream (0313012021)
PHOTO POINT 24 UT2 R1— downstream (0313012021)
�O'I, Bug Headwaters Mitigation Site
`� Appendix A: Visual Assessment Data — Stream Photographs

r �
PHOTO POINT 25 UT2 R2 — upstream (0313012021) 1 PHOTO POINT 25 UT2 R2 — downstream (0313012021) 1
PHOTO POINT 26 UT2 R3 — upstream (0313012021) 1 PHOTO POINT 26 UT2 R3 — downstream (0313012021) 1
PHOTO POINT 27 UT2 R3 — upstream (0313012021) PHOTO POINT 27 UT2 R3 — downstream (0313012021) 1
Bug Headwaters Mitigation Site
Appendix A: Visual Assessment Data — Stream Photographs

PHOTO POINT 28 UT2 R3 — upstream (0313012021) 1 PHOTO POINT 28 UT2 R3 — downstream (0313012021) 1
PHOTO POINT 29 UT2 R3 — upstream (0313012021) 1 PHOTO POINT 29 UT2 R3 — downstream (0313012021) 1
PHOTO POINT 30 UT2 R4 — upstream (0313012021)
PHOTO POINT 30 UT2 R4 — downstream (0313012021) 1
Bug Headwaters Mitigation Site
Appendix A: Visual Assessment Data — Stream Photographs

PHOTO POINT 31 UT2 IRS — upstream (0313012021) I PHOTO POINT 31 UT2 IRS — downstream (0313012021)
PHOTO POINT 33 UT2 IRS — upstream (0313012021)
I
a
OEM
p;� I d
f f f:. ws R ✓
k f^
PHOTO POINT 33 UT2 IRS — downstream (0313012021)
�O'I, Bug Headwaters Mitigation Site
`� Appendix A: Visual Assessment Data — Stream Photographs

11r
PHOTO POINT 34 UT2 R5 — upstream (0412912021) PHOTO POINT 34 UT2 R5 — downstream (0412912021)
PHOTO POINT 36 UT2 R5 — upstream (05/06/2021)
PHOTO POINT 36 UT2 R5 — downstream (05/06/2021)
Bug Headwaters Mitigation Site
Appendix A: Visual Assessment Data — Stream Photographs

PHOTO POINT 37 UT2A R1— upstream (03/30/2021)
PHOTO POINT 37 UT2A R1— downstream (03/30/2021)
PHOTO POINT 38 UT2A R2 — upstream (03/30/2021) 1 PHOTO POINT 38 UT2A R2 — downstream (03/30/2021) 1
PHOTO POINT 39 UT2A R2 — upstream (03/30/2021)
PHOTO POINT 39 UT2A R2 — downstream (03/30/2021) 1
Bug Headwaters Mitigation Site
Appendix A: Visual Assessment Data — Stream Photographs

PHOTO POINT 40 UT2A R2 — upstream (03/30/2021) 1 PHOTO POINT 40 UTSA — downstream (03/30/2021) 1
PHOTO POINT 41 UT2A R2 — upstream (03/30/2021) 1 PHOTO POINT 41 UT2A R2 — downstream (03/30/2021) 1
PHOTO POINT 42 UT2B —upstream (05/06/2021) 1 PHOTO POINT 42 UT2B — downstream (05/06/2021)
Bug Headwaters Mitigation Site
Appendix A: Visual Assessment Data — Stream Photographs

lqm
I I
-ti, a
l-,
PHOTO POINT 43 UT3 — upstream (05/06/2021)
PHOTO POINT 43 UT3 — downstream (05/06/2021)
PHOTO POINT 44 UT3 — upstream (05/06/2021) 1 PHOTO POINT 44 UT3 — downstream (05/06/2021) 1
PHOTO POINT 45 UT3 — upstream (05/06/2021)
PHOTO POINT 45 UT3 — downstream (05/06/2021)
�O'I, Bug Headwaters Mitigation Site
`� Appendix A: Visual Assessment Data — Stream Photographs

PHOTO POINT 46 UT3 — upstream (05/06/2021) 1 PHOTO POINT 46 UT3 — downstream (05/06/2021) 1
PHOTO POINT 47 UT3 — upstream (05/06/2021) PHOTO POINT 47 UT3 — downstream (05/06/2021)
PHOTO POINT 48 UT3 — upstream (04/21/2021)
PHOTO POINT 48 UT3 — downstream (04/21/2021) 1
Bug Headwaters Mitigation Site
Appendix A: Visual Assessment Data — Stream Photographs

PHOTO POINT 49 UT3 — upstream (04/21/2021) 1 PHOTO POINT 49 UT3 — downstream (04/21/2021) 1
PHOTO POINT 50 UT4 — upstream (04/21/2021) 1 PHOTO POINT 50 UT4 — downstream (04/21/2021) 1
Bug Headwaters Mitigation Site
Appendix A: Visual Assessment Data — Stream Photographs

VEGETATION PLOT PHOTOGRAPHS

0
VEG PLOT 1 (412912021) 1 VEG PLOT 2 (412912021) 1
VEG PLOT 3 (412912021) 1 VEG PLOT 4 (412912021) 1
VEG PLOT 5 (412912021)
VEG PLOT 6 (412912021)
Bug Headwaters Mitigation Site
Appendix A: Visual Assessment Data — Vegetation Plot Photographs

Ihild
VEG PLOT 7 (412912021) 1 VEG PLOT 8 (412912021) 1
VEG PLOT 9 (412912021) 1 VEG PLOT 10 (412912021) 1
VEG PLOT 11(4/29/2021)
VEG PLOT 12 (4/29/2021)
Bug Headwaters Mitigation Site
Appendix A: Visual Assessment Data — Vegetation Plot Photographs

VEG PLOT 13 (4/29/2021) I VEG PLOT 14 (4/29/2021)
VEG PLOT 15 (4/29/2021)
I Bug Headwaters Mitigation Site
W Appendix A: Visual Assessment Data —Vegetation Plot Photographs

APPENDIX B. Vegetation Plot Data

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APPENDIX C. Stream Geomorphology Data

Cross -Section Plots

1433
1432
1430
1429
Cross Section i (Riffle) Big Bugaboo Reach 1
2] 30
Distance (It.)
MY n - - BaWull Elevation - Based on As -Built Bankfull Area
Curren) Low Top of Bank
MYO
MY1
MY2
MY3
MY6
MY7
Bankfull Elevation - Based
on AB-Bankfull Area
1,431.28
Bank Height Ratio - Based
on AB-Bankfull Area
1.00
Thalweg Elevation
1,430.16
LTOB Elevation
1,431.28
LTOB Max Depth
1.127
LTOB Cross Sectional Area
4.03
1
L
� R
Downstream (0313012021)
Bug Headwaters Mitigation Site
Appendix C: Stream Geomorphology Data —Cross-Section Plots

143:
1431
1429
428
Cross Section 2 (Pool) Big Bugaboo Reach 1
20 au
Distance (tt.)
— MY 0 — — Banktull Elevation- Based on As -Built Bank#ull Area
Curronl Low Top of Bank
MYO
MY1
MY2
MY3
MY6
MY7
Bankfull Elevation - Based
on AB-Bankfull Area
1,430.55
Bank Height Ratio - Based
on AB-Bankfull Area
1.00
Thalweg Elevation
1,428.97
LTOB Elevation
1,430.55
LTOB Max Depth
1.582
LTOB Cross Sectional Area
5.61
Downstream (0313012021)
Bug Headwaters Mitigation Site
Appendix C: Stream Geomorphology Data —Cross-Section Plots

1413
1412
1411
m
W
1410
I UI..
Cross Section 3 {Riffle} Big Bugaboo Reach 2
I i } 20 30
Distance (tt.)
— MY O — — Banktull Elevation -Based on As -Built Bankfull Area
Current Low Top of Bank
MYO
MY1
MY2
MY3
MY6
MY7
Bankfull Elevation - Based
on AB-Bankfull Area
1,410.57
Bank Height Ratio - Based
on AB-Bankfull Area
1.00
Thalweg Elevation
1,409.27
LTOB Elevation
1,410.57
LTOB Max Depth
1.301
LTOB Cross Sectional Area
7.26
tri+
r • T1
-f eke"
• ``fit `=1 �� > r
Downstream (0313012021)
Bug Headwaters Mitigation Site
Appendix C: Stream Geomorphology Data —Cross-Section Plots

;r
a 1410
cc
m
w
1409
1408
Cross Section 4 (Pool) Big Bugaboo Reach 2
Distance (tt.)
MY 0 - - Bankfull Elevation -Based on As -Built Bankfull Area
— Curronl Low Top of Bank
MYO
MY1
MY2
MY3
MY6
MY7
Bankfull Elevation - Based
on AB-Bankfull Area
1,409.53
Bank Height Ratio - Based
on AB-Bankfull Area
1.00
Thalweg Elevation
1,408.32
LTOB Elevation
1,409.53
LTOB Max Depth
1.205
LTOB Cross Sectional Area
3.20
AN
Downstream (0313012021)
Bug Headwaters Mitigation Site
Appendix C: Stream Geomorphology Data —Cross-Section Plots

1385
1384
Cross Section 5 (Riffle) Big Bugaboo Reach 3
Distance {tt.y
MY o - - BaWWI Elevation -Based on As -Built Bank#ull Area
— Current tow Top of Bank
MYO
MY1
MY2
MY3
MY6
MY7
Bankfull Elevation - Based
on AB-Bankfull Area
1,386.16
Bank Height Ratio - Based
on AB-Bankfull Area
1.00
Thalweg Elevation
1,385.21
LTOB Elevation
1,386.16
LTOB Max Depth
0.949
LTOB Cross Sectional Area
5.66
Downstream (0412912021)
Bug Headwaters Mitigation Site
Appendix C: Stream Geomorphology Data —Cross-Section Plots

1387,
1386
C
O 1385
Cq
a
W
1384
1383
Cross Section 6 (Pool) Big Bugaboo Reach 3
11 10 2V 'i =I
Distance (tt.)
MY 4 - - BaWWI Elevation -Based on As -Built Bank$ull Area
— Curronl Law Top of Bank
MYO
MY1
MY2
MY3
MY6
MY7
Bankfull Elevation - Based
on AB-Bankfull Area
1,385.13
Bank Height Ratio - Based
on AB-Bankfull Area
1.00
Thalweg Elevation
1,383.73
LTOB Elevation
1,385.13
LTOB Max Depth
1.4
LTOB Cross Sectional Area
4.66
Downstream (0412912021)
Bug Headwaters Mitigation Site
Appendix C: Stream Geomorphology Data —Cross-Section Plots

a
m
W
rt 372
Cross Section 7 (Riffle) Big Bugaboo Reach 3
PU ao
Distance {tt.}
�- MY 0 - - Bankfull Elevation -Based on As -Built Bankfull Area
Curront Low Top of Bank
MYO
MY1
MY2
MY3
MY6
MY7
Bankfull Elevation - Based
on AB-Bankfull Area
1,374.22
Bank Height Ratio - Based
on AB-Bankfull Area
1.00
Thalweg Elevation
1,373.09
LTOB Elevation
1,374.22
LTOB Max Depth
1.126
LTOB Cross Sectional Area
5.64
R
Downstream (0411412021)
Bug Headwaters Mitigation Site
Appendix C: Stream Geomorphology Data —Cross-Section Plots

1375
1374
a 1373
a
as
W
1372
1371
Cross Section 8 (Pool) Big Bugaboo Reach 3
+r1 20 au
Distance 01.y
— MY 0 — — Bankfull Elevation -Based on As -Built Bankfull Area
— Currenl Low Top of Bank
MYO
MY1
MY2
MY3
MY6
MY7
Bankfull Elevation - Based
on AB-Bankfull Area
1,373.57
Bank Height Ratio - Based
on AB-Bankfull Area
1.00
Thalweg Elevation
1,371.33
LTOB Elevation
1,373.57
LTOB Max Depth
2.246
LTOB Cross Sectional Area
9.80
i
Downstream (0411412021)
Bug Headwaters Mitigation Site
Appendix C: Stream Geomorphology Data —Cross-Section Plots

Cross Section 9 (Riffle) Big Bugaboo Reach 4
Distance 01.y
MY O - - Bankfull Elevation- Based on As -Built Banktull Area
— Current low Top of Bank
MYO
MY1
MY2
MY3
MY6
MY7
Bankfull Elevation - Based
on AB-Bankfull Area
1,362.95
Bank Height Ratio - Based
on AB-Bankfull Area
1.00
Thalweg Elevation
1,362.22
LTOB Elevation
1,362.95
LTOB Max Depth
0.726
LTOB Cross Sectional Area
3.58
<4
Downstream (0412112021)
Bug Headwaters Mitigation Site
Appendix C: Stream Geomorphology Data —Cross-Section Plots

Cross Section 10 (Riffle) UTI
1430
1429
C
O 1428
W
m
w
me
1426
Distance (ft.)
�— MY 0 — — BaWWI Eievalion -Based on As -Built Bank#ull Area
Current Low Top of Bank
MYO
MY1
MY2
MY3
MY6
MY7
Bankfull Elevation - Based
on AB-Bankfull Area
1,427.68
Bank Height Ratio - Based
on AB-Bankfull Area
1.00
Thalweg Elevation
1,427.22
LTOB Elevation
1,427.68
LTOB Max Depth
0.46
LTOB Cross Sectional Area
1.05
Downstream (0313012021)
Bug Headwaters Mitigation Site
Appendix C: Stream Geomorphology Data —Cross-Section Plots

1430
1429
i=
O 1428
W
a
+33
W
426
Cross Section 11 (Riffle) UT2 Reach 3
[ 10 20 i•'_
Distance (tt.)
MY [} - - Bankfull Elevalion -Based on As -Built Bankfull Area
Curronl Low Top of Bank
MYO
MY1
MY2
MY3
MY6
MY7
Bankfull Elevation - Based
on AB-Bankfull Area
1,427.77
Bank Height Ratio - Based
on AB-Bankfull Area
1.00
Thalweg Elevation
1,426.85
LTOB Elevation
1,427.77
LTOB Max Depth
0.922
LTOB Cross Sectional Area
2.50
E
AAr
Downstream (0313012021)
Bug Headwaters Mitigation Site
Appendix C: Stream Geomorphology Data —Cross-Section Plots

1416
1417
a 1416
Cq
a
+u
W
1415
W4
Cross Section 12 (Riffle) UT2 Reach 4
U to 24 3 •_I
Distance (ft.)
— MY 0 - - Bankfull Etevalion - Based on As -Built Bankfull Area
Curren Low Top of Bank
MYO
MY1
MY2
MY3
MY6
MY7
Bankfull Elevation - Based
on AB-Bankfull Area
1,414.97
Bank Height Ratio - Based
on AB-Bankfull Area
1.00
Thalweg Elevation
1,414.43
LTOB Elevation
1,414.97
LTOB Max Depth
0.545
LTOB Cross Sectional Area
1.82
Downstream (0313012021)
Bug Headwaters Mitigation Site
Appendix C: Stream Geomorphology Data —Cross-Section Plots

;_
O 14G9
Cq
a
W
Cross Section 13 (Riffle) UT2 Reach 5
it 10 20
Distance (tt.)
MY a - - Bankfull Elevation -Based on As -Built Bankfu11 Area
— Curront Low Top of Bank
MYO
MY1
MY2
MY3
MY6
MY7
Bankfull Elevation - Based
on AB-Bankfull Area
1,408.33
Bank Height Ratio - Based
on AB-Bankfull Area
1.00
Thalweg Elevation
1,407.66
LTOB Elevation
1,408.33
LTOB Max Depth
0.668
LTOB Cross Sectional Area
1.50
Downstream (0313012021)
Bug Headwaters Mitigation Site
Appendix C: Stream Geomorphology Data —Cross-Section Plots

1410
1409
v 1408
4
[q
a
ct3 1407
W
1406
1406
Cross Section 94 (Pool) UT2 Reach 5
1; i 20 30
Distance (tt.)
MY 4 — — Banktull Elevation -Based on As -Built Banktull Area
— Current Low Top of Bank
MYO
MY1
MY2
MY3
MY6
MY7
Bankfull Elevation - Based
on AB-Bankfull Area
1,408.04
Bank Height Ratio - Based
on AB-Bankfull Area
1.00
Thalweg Elevation
1,405.79
LTOB Elevation
1,408.04
LTOB Max Depth
2.255
LTOB Cross Sectional Area
10.58
Downstream (0313012021)
Bug Headwaters Mitigation Site
Appendix C: Stream Geomorphology Data —Cross-Section Plots

1451
1450
1446
1441
Cross Section 15 (Riffle) UT2A Reach 2
i1 I a 24 3 =I
Distance (tt.)
MY 6 - - Bankfull Elevation -Based on As -Built Bankfull Area
Current Low Top of Bank
MYO
MY1
MY2
MY3
MY6
MY7
Bankfull Elevation - Based
on AB-Bankfull Area
1,448.11
Bank Height Ratio - Based
on AB-Bankfull Area
1.00
Thalweg Elevation
1,447.42
LTOB Elevation
1,448.11
LTOB Max Depth
0.694
LTOB Cross Sectional Area
1.68
Downstream (0313012021)
Bug Headwaters Mitigation Site
Appendix C: Stream Geomorphology Data —Cross-Section Plots

13M
1382
C
O 1381
W
a
+33
W
1380
1379
Cross Section 16 (Riffle) UT3
20 3u
Distance (tt.)
— MY O - - Bankfull Elevation -Based on As -Built Bankfull Area
Curronl Low Top of Bank
MYO
MY1
MY2
MY3
MY6
MY7
Bankfull Elevation - Based
on AB-Bankfull Area
1,380.54
Bank Height Ratio - Based
on AB-Bankfull Area
1.00
Thalweg Elevation
1,379.64
LTOB Elevation
1,380.54
LTOB Max Depth
0.896
LTOB Cross Sectional Area
3.31
Downstream (0510612021)
Bug Headwaters Mitigation Site
Appendix C: Stream Geomorphology Data —Cross-Section Plots

1371
1370
Cross Section 17 (Pool) UT3
20 3U
Distance (tt.)
— MY O - - Banktull Elevation- Based on As -Built Bank#ull Area
— Current Low Top of Bank
MYO
MY1
MY2
MY3
MY6
MY7
Bankfull Elevation - Based
on AB-Bankfull Area
1,369.27
Bank Height Ratio - Based
on AB-Bankfull Area
1.00
Thalweg Elevation
1,367.93
LTOB Elevation
1,369.27
LTOB Max Depth
1.333
LTOB Cross Sectional Area
6.00
Downstream (0412112021)
Bug Headwaters Mitigation Site
Appendix C: Stream Geomorphology Data —Cross-Section Plots

1371
1370
1368
1M7
Cross Section 18 (Riffle) UT3
Distance (ft.)
MY o — — BaWWI Elevation -Based on As -Built Bankfull Area
Curronl Low Top of Bank
MYO
MY1
MY2
MY3
MY6
MY7
Bankfull Elevation - Based
on AB-Bankfull Area
1,369.11
Bank Height Ratio - Based
on AB-Bankfull Area
1.00
Thalweg Elevation
1,367.87
LTOB Elevation
1,369.11
LTOB Max Depth
1.245
LTOB Cross Sectional Area
5.85
a
Downstream (0412112021)
Bug Headwaters Mitigation Site
Appendix C: Stream Geomorphology Data —Cross-Section Plots

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Table 8. Baseline Stream Data Summary
Bug Headwaters Mitigation Site
DIMS Project No. 100084
Monitoring Year 0 - 2021
Parameter
Big Bugaboo Reach 1
Riffle Only
Min I Max
n
Min I Max
Min I Max
n
Bankfull Width (ft)
11.3
1
6.5
6.7
1
Floodprone Width (ft)
14
1
8 1 14
80
1
Bankfull Mean Depth
0.3
1
0.5
0.6
1
Bankfull Max Depth
0.6
1
0.8
1.1
1
Bankfull Cross Sectional Area (ft)
3.5
1
3.3
4.0
1
Width/Depth Ratio
36.3
1
13.0
11.0
1
Entrenchment Ratio
1.2
1
>1.4
12.0
1
Bank Height Ratio
3.3
1
1.0
1.0
1
Max part size (mm) mobilized at bankfull
31
80
61
Rosgen Classification
F4b
B4
B4
Bankfull Discharge (cfs)
10.9 1
12.4
19.3
Sinuosity
1.04
1.02
1.02
Water Surface Slope (ft/ft)z
0.0330 1
0.0315 1 0.0346
0.0350
Other
---
--
Parameter
Big Bugaboo Reach 2
Riffle Only
Min I Max
n
Min I Max
Min I Max
n
Bankfull Width (ft)
4.2
1
9.0
9.3
1
Floodprone Width (ft)
16
1
11 20
19
1
Bankfull Mean Depth
0.8
1
0.7
0.8
1
Bankfull Max Depth
1.1
1
1.0
1.3
1
Bankfull Cross Sectional Area (ft)
3.4
1
6.0
7.3
1
Width/Depth Ratio
5.3
1
13.5
11.9
1
Entrenchment Ratio
3.9
1
>1.4
2.0
1
Bank Height Ratio
1.6
1
1.0
1.0
1
Max part size (mm) mobilized at bankfull
50
66
49
Rosgen Classification
B4
B4
B4
Bankfull Discharge (cfs)
14.1 1
20.4
32.7
Sinuosity
1.07
1.02
1.02
Water Surface Slope (ft/ft)z
0.0228 1
0.0196 1 0.0216
0.0217
Other
---
--
Parameter
Big Bugaboo Reach 3
Riffle Only
Min I Max
n
Min I Max
Min
Max
n
Bankfull Width (ft)
6.0
1
10.4
8.3
12.5
2
Floodprone Width (ft)
9
1
23 52
48
80
2
Bankfull Mean Depth
1.1
1
0.8
0.5
0.7
2
Bankfull Max Depth
1.4
1
1.2
0.9
1.1
2
Bankfull Cross Sectional Area (ft)
6.6
1
8.2
5.6
5.7
2
Width/Depth Ratio
5.4
1
13.0
12.2
27.4
2
Entrenchment Ratio
1.5
1
>2.2
3.8
9.6
2
Bank Height Ratio
2.6
1
1.0
1.0
2
Max part size (mm) mobilized at bankfull
65
66
23 34
2
Rosgen Classification
B4
C4
C4
Bankfull Discharge (cfs)
34.9 1
34.0
16.2 20.5 2
Sinuosity
1.01
1.16
1.16
Water Surface Slope (ft/ft)z
0.0230 1
0.0173 1 0.0189
0.0171
Other
---
--

Table 8. Baseline Stream Data Summary
Bug Headwaters Mitigation Site
DIMS Project No. 100084
Monitoring Year 0 - 2021
Parameter
Big Bugaboo Reach 4
Riffle Only
Min I Max
n
Min I Max
Min I Max
n
Bankfull Width (ft)
18.6
1
11.8
8.7
1
Floodprone Width (ft)
23
1
26 1 59
20
1
Bankfull Mean Depth
0.8
1
0.1
0.4
1
Bankfull Max Depth
1.2
1
1.3
0.7
1
Bankfull Cross Sectional Area (ft)
14.1
1
10.3
3.5
1
Width/Depth Ratio
24.6
1
14.0
21.2
1
Entrenchment Ratio
1.2
1
>2.2
2.3
1
Bank Height Ratio
2.7
1
1.0
1.0
1
Max part size (mm) mobilized at bankfull
37
84
20
Rosgen Classification
F4
C4
C4
Bankfull Discharge (cfs)
54.5
1
48.3
9.2
Sinuosity
1.03
1
1.02
1.02
Water Surface Slope (ft/ft)z
0.0160
1
0.0127 0.0138
0.0166
Other
---
--
Parameter
UT1
Riffle Only
Min I Max
n
Min I Max
Min I Max
n
Bankfull Width (ft)
11.6
1
4.2
3.7
1
Floodprone Width (ft)
20
1
5 9
19
1
Bankfull Mean Depth
0.2
1
0.3
0.3
1
Bankfull Max Depth
0.4
1
0.5
0.5
1
Bankfull Cross Sectional Area (ft)
2.7
1
1.4
1.0
1
Width/Depth Ratio
50.7
1
13.0
13.3
1
Entrenchment Ratio
1.7
1
>1.4
5.1
1
Bank Height Ratio
5.0
1
1.0
1.0
1
Max part size (mm) mobilized at bankfull
24
53
32
Rosgen Classification
B4
B4
B4
Bankfull Discharge (cfs)
6.9
1
3.9
3.2
Sinuosity
1.01
1
1.00
1.00
Water Surface Slope (ft/ft)z
0.0350
1
0.0329 0.0362
0.0387
Other
---
--
Parameter
UT2 Reach 3
Riffle Only
Min I Max
n
Min I Max
Min I Max
n
Bankfull Width (ft)
9.0
1
7.1
4.7
1
Floodprone Width (ft)
12
1
16 36
19
1
Bankfull Mean Depth
0.4
1
0.5
0.5
1
Bankfull Max Depth
0.9
1
0.8
0.9
1
Bankfull Cross Sectional Area (ft)
4.0
1
3.8
2.5
1
Width/Depth Ratio
23.0
1
13.0
9.0
1
Entrenchment Ratio
1.3
1
67.0
4.0
1
Bank Height Ratio
3.4
1
1.0
1.0
1
Max part size (mm) mobilized at bankfull
34
>1.4
45
Rosgen Classification
B4
B4
B4
Bankfull Discharge (cfs)
13.8 1
14.6
10.0
Sinuosity
1.10
1.04
1.04
Water Surface Slope (ft/ft)z
0.0520 1
0.0244 1 0.0266
0.0301
Other
---
--

Table 8. Baseline Stream Data Summary
Bug Headwaters Mitigation Site
DIMS Project No. 100084
Monitoring Year 0 - 2021
Parameter
UT2 Reach 4
Riffle Only
Min I Max
n
Min I Max
Min I Max
n
Bankfull Width (ft)
9.0
1
7.1
6.9
1
Floodprone Width (ft)
12
1
16 36
13
1
Bankfull Mean Depth
0.4
1
0.5
0.3
1
Bankfull Max Depth
0.9
1
0.8
0.5
1
Bankfull Cross Sectional Area (ft)
4.0
1
3.8
1.8
1
Width/Depth Ratio
23.0
1
13.0
26.5
1
Entrenchment Ratio
1.3
1
>1.4
1.9
1
Bank Height Ratio
3.4
1
1.0
1.0
1
Max part size (mm) mobilized at bankfull
34
---
26
Rosgen Classification
B4
B4
B4
Bankfull Discharge (cfs)
13.8 1
14.6
5.0
Sinuosity
1.07
1.07
1.07
Water Surface Slope (ft/ft)z
0.0369 1
0.0282 1 0.0307
0.0334
Other
---
--
Parameter
UT2 Reach 5
Riffle Only
Min I Max
n
Min I Max
Min I Max
n
Bankfull Width (ft)
9.0
1
8.4
4.2
1
Floodprone Width (ft)
12
1
19 24
25
1
Bankfull Mean Depth
0.4
1
0.6
0.4
1
Bankfull Max Depth
0.9
1
1.5
0.7
1
Bankfull Cross Sectional Area (ft)
4.0
1
5.4
1.5
1
Width/Depth Ratio
23.0
1
13.0
11.6
1
Entrenchment Ratio
1.3
1
>2.2
6.0
1
Bank Height Ratio
3.4
1
1.0
1.0
1
Max part size (mm) mobilized at bankfull
34
48
18
Rosgen Classification
F4b
C4b
C4b
Bankfull Discharge (cfs)
13.8 1
18.8
3.6
Sinuosity
1.01
1.06
1.06
Water Surface Slope (ft/ft)z
0.0200 1
0.0183 1 0.0200
0.0175
Other
---
--
Parameter
UT2A Reach 2
Riffle Only
Min I Max
n
Min I Max
Min I Max
n
Bankfull Width (ft)
5.0
1
5.1
4.8
1
Floodprone Width (ft)
12
1
6 F 11
14
1
Bankfull Mean Depth
0.4
1
0.4
0.4
1
Bankfull Max Depth
0.6
1
0.6
0.7
1
Bankfull Cross Sectional Area (ft)
2.0
1
2.0
1.7
1
Width/Depth Ratio
11.0
1
13.0
13.5
1
Entrenchment Ratio
2.4
1
>1.4
2.9
1
Bank Height Ratio
4.8
1
1.0
1.0
1
Max part size (mm) mobilized at bankfull
58
84
40
Rosgen Classification
A4
B4a
B4a
Bankfull Discharge (cfs)
8.3 1
7.3
5.9
Sinuosity
1.04
1.03
1.03
Water Surface Slope (ft/ft)z
0.0490 1
0.0454 1 0.0514
0.0398
Other
---
--

Table 8. Baseline Stream Data Summary
Bug Headwaters Mitigation Site
DMS Project No. 100084
Monitoring Year 0 - 2021
�Ok
Parameter
UT3
Riffle Only
Min I Max
n
Min I Max
Min
Max
n
Bankfull Width (ft)
7
1
9.5
6.6
9.2
2
Floodprone Width (ft)
9
1
21 1 48
90
2
Bankfull Mean Depth
0.8
1
0.7
0.5
0.6
2
Bankfull Max Depth
1.1
1
1.1
0.9
1.2
2
Bankfull Cross Sectional Area (ft2)
5
1
6.8
3.3
5.8
2
Width/Depth Ratio
8
1
13.0
13.1
14.6
2
Entrenchment Ratio
1.4
1
>2.2
9.8
1 13.7
2
Bank Height Ratio
2.1
1
1.0
1.0
2
Max part size (mm) mobilized at bankfull
43
54
24 30
2
Rosgen Classification
G4
C4b
C4b
Bankfull Discharge (cfs)
21.7 1
24.6
9.7 19.8 2.0
Sinuosity
1.04
1.21
1.21
Water Surface Slope (ft/ft)2
0.0199
1
0.0142
1 0.0154
0.0164
Other
---
I ---

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APPENDIX D. Project Timeline and Contact Info

Table 10. Project Activity and Reporting History
Bug Headwaters Mitigation Site
DMS Project No. 100084
Monitoring Year 0 - 2021
-0 Activity or Deliverable
Project Instituted
Data Collection Complete
NA
June 2018
Mitigation Plan Approved
September 2020
September 2020
Construction (Grading) Completed
NA
April 2021
Planting Completed
NA
April 2021
As -Built Survey Completed
May 2021
May 2021
Baseline Monitoring Document (Year 0)
Stream Survey
April 2021
October 2021
Vegetation Survey
April 2021
Year 1 Monitoring
Stream Survey
2021
December 2021
Vegetation Survey
2021
Year 2 Monitoring
Stream Survey
2022
December 2022
Vegetation Survey
2022
Year 3 Monitoring
Stream Survey
2023
December 2023
Vegetation Survey
2023
Year 4 Monitoring
December 2024
Year 5 Monitoring
Stream Survey
?n?5
December 2025
Vegetation Survey
Year 6 Monitoring
December 2026
Year 7 Monitoring
Stream Survey
December 20"-
Vegetation Survey
_u27
Table 11. Project Contact Table
Bug Headwaters Mitigation Site
DMS Project No. 100084
Monitoring Year 0 - 2021
Wildlands Engineering, Inc.
Designer
312 West Millbrook Road, Suite 225
Nicole Macaluso Millns, PE
Raleigh, NC 27609
919.851.9986
Wildlands Construction
Construction Contractor
312 West Millbrook Road, Suite 225
Raleigh, NC 27609
Monitoring Performers
Wildlands Engineering, Inc.
Jason Lorch
Monitoring, POC
919.851.9986

APPENDIX E. Record Drawings

APPENDIX F. Additional Documentation

Carolyn Lanza
From: Jeff Keaton
Sent: Tuesday, August 10, 2021 8:54 AM
To: Carolyn Lanza
Subject: FW: [External] Bug Headwaters UT3 Revisions
From: Reid, Matthew <[e-mail]>
Sent: Wednesday, April 21, 20214:55 PM
To: Jeff Keaton <[e-mail]>
Subject: RE: [External] Bug Headwaters UT3 Revisions
Jeff,
Thanks for putting this together so quickly. That's not much of a change. The IRT should not have any issues. Please
feel free to notify Kim and share the figure. I do not think they will hold you up on the construction.
Thanks again,
Matthew Reid
Project Manager - Western Region
NCDEQ-DMS
828-231-7912
Sent from my Verizon, Samsung Galaxy smartphone
-------- Original message --------
From: Jeff Keaton <[e-mail]>
Date: 4/21/214:30 PM (GMT-05:00)
To: "Reid, Matthew" <[e-mail]>
Subject: [External] Bug Headwaters UT3 Revisions
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Matthew — Here is the revision to the alignment of UT3 we are proposing. It doesn't look like much of a change but the
meanders will be shifted as much as 18 feet. The length of UT3 with this revision will end up being about 1 foot longer
than the original. Let me know if this looks OK and I will forward onto Kim. Thanks.
Jeff Keaton, PE I Senior Water Resources Engineer
0: 919.851.9986 x103 M:919.302.6919
Wildlands Engineering, Inc.
312 West Millbrook Road, Suite 225
Raleigh, NC 27609

Carolyn Lanza
From: Jeff Keaton
Sent: Tuesday, September 7, 2021 11:22 AM
To: Carolyn Lanza
Subject: FW: Minor alignment change at Bug Headwaters
Attachments: Bug Headwaters UT3 Proposed Revision.pdf
-----Original Message -----
From: Browning, Kimberly D CIV USARMY CESAW (USA) <[e-mail]>
Sent: Thursday, April 22, 2021 1:06 PM
To: Jeff Keaton <[e-mail]>
Cc: Reid, Matthew <[e-mail]>; Tugwell, Todd J CIV USARMY CESAW (USA)
<[e-mail]>; Davis, Erin B <[e-mail]>
Subject: FW: Minor alignment change at Bug Headwaters
Hi Jeff
Thanks for the notice. That will be fine. When you submit the as -built, please have Paul or Matthew indicate the change
in linear feet and that the credits will not be adjusted, and a brief explanation, like below, for the change. Will the
planting be completed by April 30?
Thanks
Kim
Kim Browning
Mitigation Project Manager, Regulatory Division I U.S. Army Corps of Engineers
-----Original Message -----
From: Jeff Keaton <[e-mail]>
Sent: Thursday, April 22, 2021 9:55 AM
To: Browning, Kimberly D CIV USARMY CESAW (USA) <[e-mail]>
Cc: Reid, Matthew <[e-mail]>
Subject: [Non-DoD Source] Minor alignment change at Bug Headwaters
Hi Kim - Hope you are doing well. The construction on the Bug Headwaters site in Wilkes County is almost complete.
We are working on the final few hundred feet of channel. We've encountered some bad soil in a pond bed. Because of
this, we need to shift the alignment to the left ranging from 5 to 15 feet. This shift will allow us to expedite completion
of the project. The shift will not create a narrow easement on the left side and the overall length of the stream through
the pond will be 1 foot longer than the original design. DIMS asked me to notify you of this planned alignment change.
The attached map shows the original alignment in red and the revised alignment in blue. Of course the as -built report
will show this change. Let me know if you have any questions or concerns about this change or if you are OK with us
proceeding with the revised alignment. Since this is the last step, we expect major construction to be complete in the
next week or so. Thanks.
Jeff Keaton, PE I Senior Water Resources Engineer
0:919.851.9986 x103 M:919.302.6919

Wildlands Engineering, Inc. <Blockedhttp://www.wildlandseng.com/>
312 West Millbrook Road, Suite 225
Raleigh, NC 27609

UT3 Proposed Revisions
WT LD LANDS 0 70 Feet Bug Headwaters Mitigation Site
ENGINEERING I I I I I Yadkin River Basin (03040101)
Wilkes County, NC

Carolyn Lanza
From: Carolyn Lanza
Sent: Tuesday, September 7, 2021 4:31 PM
To: Carolyn Lanza
Subject: FW: Planting Season
From: Shawn Wilkerson
Sent: Friday, March 12, 2021 10:03 AM
To: Browning, Kimberly D CIV USARMY CESAW (USA) <[e-mail]>
Subject: RE: Planting Season
Thanks,
-----Original Message -----
From: Browning, Kimberly D CIV USARMY CESAW (USA) <[e-mail]>
Sent: Friday, March 12, 2021 10:01 AM
To: Shawn Wilkerson <[e-mail]>
Subject: RE: Planting Season
Thanks, I forwarded to Sam and Jordan since their banks are listed. I also forwarded to Bowers to prevent confusion
when reviewing the As -Built.
Kim Browning
Mitigation Project Manager, Regulatory Division I U.S. Army Corps of Engineers
-----Original Message -----
From: Shawn Wilkerson <[e-mail]>
Sent: Friday, March 12, 2021 9:09 AM
To: Davis, Erin B <[e-mail]>; Browning, Kimberly D CIV USARMY CESAW (USA)
<[e-mail]>; Tugwell, Todd J CIV USARMY CESAW (USA) <[e-mail]>;
Merritt, Katie <[e-mail]>
Cc: Wiesner, Paul <[e-mail]>; Crocker, Lindsay <[e-mail]>; Daniel Taylor
<[e-mail]>
Subject: [Non-DoD Source] Planting Season
BE
I wanted to update you where our mitigation project planting schedules stand. Once again, a very wet construction
season, along with Covid Issues has really challenged our construction schedules but this burst of great weather gives us
optimism that all these schedules will be met. I know this is not ideal, and we will not have this issue next year. Please
see below and forward to anyone else that you feel needs to be on this email:
Sites 100% planted by 3/15/21.
Sandy Branch - DMS

Critcher - Bank
Honey Mill - DMS
McClenny - DMS/Bank
Moccasin Creek - Bank
Sassarixa - DMS/Bank
Catfish II - Bank
Sites planted by 3/20/21.
White Buffalo- auxiliary planting
Key Mill- auxiliary planting
Vile Creek- auxiliary planting
Alexander- auxiliary planting
Sites planted by 3/31/21.
Perry Hill - DMS/Bank
Lyon Hills - DMS
Sites planted by 4/15/21.
Wyant Farm- DMS
Bug Headwaters - DMS (at least 50-70% of the site, remainder by month end)
Daniels Creek - Bank
Obviously, we will ensure that there is 6 months of growing season before performing year 1 monitoring. Please let me
know if you have questions or comments, and if you are ok with this extended planting schedule.
Sincerely,

Shawn D. Wilkerson I President
0: 704.332.7754 x100 M: 704.458.1836
Wildlands Engineering, Inc. <Blockedhttp://www.wildlandseng.com/>
1430 S. Mint St, Suite 104
Charlotte, NC 28203

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