20190159 Ver 1_Year 0 Monitoring Report_2022_20220718

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Mitigation Project Submittal - 7/18/2022
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Stream Wetlands Buffer Nutrient Offset
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Jeremiah Dow [e-mail]
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20190159
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• DMS Mitigation Bank
Strawberry Hill Mitigation Site
Johnston
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Jeremiah Dow

(MYO) FINAL MONITORING REPORT - Stream Mitijiation
STRAWBERRY HILL MITIGATION PROJECT
Johnston County,North Carolina
Neuse River Basin
HUC 03020201
NCDMS Project#100094
DMS Contract#7745
RFP: 16-007576
USACE Action ID: SAW-2019-00124 1 DWR Project#2019-0159
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Provided by:
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Resource Environmental Solutions,LLC
for Environmental Banc&Exchange—Neuse I,LLC
Prepared for:
NC Department of Environmental Quality
Division of Mitigation Services
1652 Mail Service Center
Raleigh,NC 27699-1652
July 2022

MEMORANDUM
fires
3600 Glenwood Avenue, Suite 100 Raleigh, North Carolina 27612 919.770.5573 tel. [phone] fax
TO: Division of Mitigation Services
FROM: Jamey McEachran — RES
DATE: July 8, 2022
RE: DMS Comments on the Draft As -Built Baseline Monitoring Report
Strawberry Hill, Project ID #100094, DMS Contract #0007745
Comments:
1. DMS recommends using the most current templates and tables for monitoring reports. It is
understood that this project was contracted in December 2018 and therefore templates from that
time period are applicable. However, the most current templates provide the IRT and DMS with the
needed information in a more streamlined and less verbose format.
Majority of the Report has been updated using the most current template and tables.
2. Recommend adding dates to photos that do not have them either at the top of the page or with
each photo.
Dates have been added to all photos.
3. Please add Limits of Disturbance to the Record Drawings.
Limits of Disturbance (LOD) have been added to the Record Drawings.
4. Please consider updating the Sheet List Table on the Record Drawing Title Page in the buffer report
only by removing the reference to sheets that are not included, or otherwise indicating that only
sheets M1 & M2 are included. Also consider a reference to sheet EC2.
The Sheet List Table has been updated to only include references to sheets M1 and M2. A Cover
Page has also been added for the ESC map with a reference to sheet EC2.
5. During the site visit conducted on June 8, 2022 some small, isolated areas of struggling herbaceous
growth were observed, specifically a small bare area on JH5 near the tree line and relatively sparse
herbaceous cover along some portions of the old farm roads that paralleled JH5 and JH3. Areas did
not appear to currently be causing any major issues, but we recommend over seeding this fall if
herbaceous vegetation does not more fully establish this summer.
This area will be monitored this fall and seeded if needed.
6. At the upstream end of JH1-B near Yelverton Grove Road there is a small area that appears to be less
than 30' in width, but greater than 20', which would apply a 25% reduction to buffer credits in this
area. Please update the buffer credits and report as necessary.
The revision has been made. The area has been separated out as a unique polygon in the buffer
shapefile and a row has been added in the buffer credit table that accounts for the 75% credit
stipulation. The resulting credit yield was reduced by 227.498 credits. The report, credit table, and GIS

shapefile have all been updated accordingly.
Digital File Comments:
1. It is not possible to ensure the easement is accurate when compared to the CCPV in the stream asset
baseline report, the CCPV does include the entire easement. The digital easement submitted does
represent the DMS recorded easement. A requirement of the CCPV is to include the easement
boundary, please revise the CCPV in the Stream Baseline Report to include the entire easement
boundary. It is complete in the Buffer Baseline Report.
Figure 2 has been divided into Figure 2a and 2b so that monitoring devices are legible on 2a and the
entire conservation easement is visible on 2b.
2. The tables used are not the most updated templates (2020); this project may not have been
contracted with these as requirements. The tables are missing the following information:
a. Project Background is missing regulatory information and pre-existing stream lengths The
Project Background tables were updated and display the new requirements.
b. The goals table is missing from the digital submission and report. The goals
table has been added to the report and digital submission.
3. In future submissions, please choose unique names for 'feature name' in buffer excel asset table and
use those unique feature names in the digital submission attribute date for buffer feature class.
There are numbers on the buffer asset map that are not defined in the legend. This is noted for
future submissions, the unique feature names will be consistent.
4. Data missing from the digital submission: Please submit the missing data.
a. Longitudinal profile is missing, data and graph
Long pro data and graphs are shown in the as -built record drawings and redlines.
b. Particle size distribution is missing, data and graph
This is not a requirement in the approved mitigation plan nor required as part of the
monitoring guidance and therefore was not conducted and will not provided in this report.
c. Photo point spatial data file is missing Photo
points have been added.
d. Station id not included in the raw cross sectional survey data
A spreadsheet has been added that includes the raw survey data with station id.
e. Planted zone
Planted zone has been added.
5. Please refer to DMS As-bult Survey Requirements, item 15; the .dwg file submitted is not adequately
attributed.
All layers were started with "AB-" to symbolize they are part of the As -Built condition. Layer details
can be found behind the AB convention.

Table of Contents
1 Project Summary 1
1.1 Project Location and Description 1
1.2 Project Components 1
1.3 Project Goals and Objectives 2
1.4 Construction and As -Built Conditions 3
1.5 Baseline Monitoring Performance (MYO) 3
1.5.1 Vegetation 3
1.5.2 Stream Hydrology 4
1.5.3 Stream Geomorphology 4
2 References 5
Appendix A: Visual Assessment Data
Figure 1. Site Location Map
Figure 2. Current Conditions Plan View
Table 5. Visual Stream Morphology Assessment
Table 6. Vegetation Condition Assessment Table
General Site Photos
Crossing Photos
Monitoring Device Photos
Appendix B: Vegetation Plot Data
Table 7. Planted Species Summary
Table 8. Vegetation Plot Mitigation Success Summary
Table 9. Stem Count Total and Planted by Plot Species
Vegetation Plot Photos
Appendix C: Stream Morphology Data
Table 10. Baseline Stream Data Summary
Table 11. Cross Section Morphology Data Table
Cross Section Overlay Plots
Appendix D: Hydrologic Data
Appendix E: Project Timeline and Contact Information
Table 4. Project Timeline and Contact Information
Appendix F: Other Data
As -built Survey
As -built Survey Redline

1 Project Summary
1.1 Project Location and Description
The Strawberry Hill Mitigation Project ("Project") is located within a mostly rural watershed in Johnston
County near Smithfield, NC at the crossroads of Yelverton Grove Road and Brogden Road. The Project
lies within the Neuse River Basin, North Carolina United States Geological Survey (USGS) 8-digit
Cataloguing Unit 03020201 (Neuse 01) and 14-digit hydrologic unit code (HUC) 03020201140010, a NC
Division of Mitigation Services (DMS) Targeted Local Watershed (TLW) and the Division of Water
Resources (NCDWR) sub -basin 03-04-02 (Figure 1). The Project restores 3,719 linear feet (LF) that will
provide water quality benefit for 383 acres of drainage area. Additionally, the Project restores and preserves
riparian buffer area within the project area, which provides riparian buffer credits for the Neuse 01
watershed. As -built and baseline conditions pertaining to the buffer mitigation component of this Project
will be provided in a separate baseline monitoring report. Also, notably, the Project is in very close
proximity (approximately 0.4 miles) to the RES Polecat Stream Mitigation Bank Site, offering even more
functional uplift to the local watershed.
The Project area, in whole, is comprised of a 22.12-acre easement involving two unnamed tributaries to
Polecat Branch, which eventually drains to the Neuse River. One of the tributary streams, and its associated
ditches, are not subject to stream mitigation and are only utilized for buffer mitigation. That portion of the
Project will not be discussed in this stream mitigation as -built baseline monitoring report but will be
included in a separate baseline monitoring report. Therefore, the stream mitigation component of the Project
involves one tributary, whose total length prior to restoration was 3,267 LF.
The Project is accessible from both Yelverton Grove Road and Brogden Road. Coordinates for the Project
area are approximately 35.469579, -78.323896 at the NC Department of Transportation (DOT) culvert
exiting the Project at Brogden Road.
1.2 Project Components
Prior to restoration, the project stream was significantly impacted by historic relocation and straightening,
crop production, timbering, and lack of riparian buffer. Proposed improvements to the Project will help
meet the river basin needs expressed in the 2010 Neuse RBRP. Through stream restoration, the Project
presents 3,719 LF of proposed stream, generating 3,719.000 Warm Stream Mitigation Units (SMUs). The
Project Mitigation Quantities and Credits and Project Attributes are provided below in Table 1.
Table 1. Strawberry Hill Mitigation Project (ID-100094) Project Mitigation Quantities and Credit
Project Segment
Original
Mitigation
Plan
Ft/Ac
As -Built
Ft/Ac
Original
Mitigation
Category
Original
Restoration
Level
Original
Mitigation
Ratio (X:1)
Credits
Stream
1007
Reach JHt-A
1007
Warm
R
1.00000
1,007.000
1054
Reach JHi-B
1054
Warm
R
1.00000
1,054.000
1658
Reach JHi-B
1658
Warm
R
1.00000
1,658.000
Total:
3,719.000
No Wetland Mitigation
Comments
Channel restoration,installed log structures for grade control and habitat,
riparian planting, installed livestakes (Stream Crossing: STA 11+64 to 12+59)
Channel restoration,installed log structures for grade control and habitat,
riparian planting, installed livestakes, (Stream Crossing: STA 23+13 to
23+74), Removed trash/debris
Channel restoration, installed log structures for grade control and habitat,
riparian planting, installed livestakes, Removed trash/debris
Project Credits
Restoration Level
Stream
Riparian
Non -Rip
Coastal
Warm Cool Cold
Wetland
Wetland
Marsh
Restoration
3,719.000
Totals 3,719.000
Total Stream Credit 3,719.000
Strawberry Hill Mitigation Project
Project #100094
1
As -Built Baseline Monitoring Report - Stream
July 2022

1.3 Project Goals and Objectives
Prior to construction the stream had been significantly impacted by historic relocation and straightening,
crop production, timbering and lack of riparian buffer. The past land use disturbances, absence of buffer
vegetation, and current agricultural practices presented a significant opportunity for water quality and
ecosystem improvements through the implementation of this Project. Through the comprehensive analysis
of the Project's maximum functional uplift using the Stream Functions Pyramid Framework, specific,
attainable goals and objectives are being realized by the Project. These goals clearly help to address the
degraded water quality and nutrient input from agricultural practices that were identified as major watershed
stressors in the 2010 Neuse River Basin Restoration Priorities (RBRP) (amended August 2018). Ultimately,
the Project supports the RBRP Goals listed in the Approved Mitigation Plan. The Project Summary Goals,
Performance, and Results are provided below in Table 2. The Project Attributes are found in Table 3.
Table 2: Summary: Goals, Performance and Results
Goal
Objective/Treatment
Likely Functional
Uplift
Performance
Criteria
Measurement
Cumulative
Monitoring
Results
Improve flood
flow attenuation
on site and
downstream by
allowing for
overbanks flows
and connection to
the floodplain.
Designed and constructed
stream channels sized to
convey bankfull flows
that will maintain a stable
dimension, profile, and
planform based on
modeling, watershed
conditions, and reference
reach conditions.
Dispersion of high
flows on the
floodplain, increase
in biogeochemical
cycling within the
system.
Four bankfull events
and within monitoring
period. Intermittent
stream reaches must
have 30 days of
consecutive flow.
Stage recorder
on JH1-A, and
flow gauge on
JH1-B.
N/A
To transport
water within
streams and
floodplains in a
stable, non-
erosive, non-
aggrading
manner.
Improved flood bank
connectivity by reducing
bank height ratios and
increase entrenchment
ratios.
Reduction in
sediment inputs
from bank erosion,
reduction of shear
stress, and
improved overall
hydraulic function.
Bank height ratios
remain below 1.2 and
entrenchment ratios
above 2.2 over the
monitoring period.
Visual assessments
showing progression
towards stability.
14 Cross
section
surveys.
N/A
Restore and
preserve native
floodplain and
streambank
vegetation.
Established and increased
forested riparian buffers
to 50 feet and greater
along both sides of the
channel along the project
reaches with a hardwood
riparian plant community.
Reduction in
floodplain sediment
inputs from runoff,
increased bank
stability, increased
LWD and organic
material in streams,
increased.
Survival rate of 320
stems per acre at
MY3, 260 planted
stems per acre at
MY5, and 210 stems
per acre at MY7.
Seven fixed
vegetation
plots and four
random
vegetation
plots.
N/A
Strawberry Hill Mitigation Project 2 As -Built Baseline Monitoring Report - Stream
Project #100094
July 2022

Table 3. Project Attribute Table
Project Name
Strawberry Hill Mitigation Project
County
Johnston
Project Area (acres)
22.12
Project Coordinates (latitude and longitude decimal
35.469579, -78.323896
Project Watershed Summary Information
Physiographic Province
65m - Rolling Coastal Plain
River Basin
Neuse
USGS Hydrologic Unit 8-digit I
3020201
DWR Sub -basin
03-04-02
Project Drainage Area (acres)
383 ac
Project Drainage Area Percentage of Impervious Area
2%
Land Use Classification
Bottomland Forest, Cultivated, Evergreen Shrubland, Southern Yellow Pine,
Unconsolidated Sediment
Reach Summary Information
Parameters
Reach JH1-A
Reach 1H1-B
Pre -project length (feet)
901
2,336
Post -project (feet)
1,007
2,712
Valley confinement (Confined, moderately confined,
Unconfined
Unconfined
Drainage area (acres)
193 ac
266 ac
Perennial, Intermittent, Ephemeral
Intermittent
Intermittent
NCDWR Water Quality Classification
None
None
Dominant Stream Classification (existing)
F5
F5
Dominant Stream Classification (proposed)
C5/E5
CS/ES
Dominant Evolutionary class (Simon) if applicable
II
II
Regulatory Considerations
Parameters
Applicable?
Resolved?
Supporting Docs?
Water of the United States - Section 404
Yes
Yes
See PCN Approval
Water of the United States - Section 401
Yes
Yes
See PCN Approval
Endangered Species Act
Yes
Yes
Appendix L
Historic Preservation Act
Yes
Yes
Appendix L
Coastal Zone Management Act (CZMA or CAMA)
No
N/A
N/A
Essential Fisheries Habitat
No
N/A
N/A
1.4 Construction and As -Built Conditions
Project construction was completed on January 20th, 2022, and planting was completed on March 7th, 2022.
The Strawberry Hill Project was built to design plans and guidelines. The record drawings are included in
Appendix F.
There were no changes to the planting plan. However, as some high -quality tree species were found within
the cutover areas that were timbered over eight years ago, these species were left in place where feasible.
Minor monitoring device location changes were made during as -built installation, however, the quantities
remained as proposed in the Mitigation Plan.
1.5 Baseline Monitoring Performance (MVO)
The Strawberry Hill Baseline Monitoring activities were performed in February and March 2022. All
Baseline Monitoring data is presented below and in the appendices. The Project is on track to meeting
stream and vegetation interim success criteria.
1.5.1 Vegetation
Setup and monitoring of the seven permanent vegetation plots and four random vegetation plots were
completed after stream construction and planting, on March 7th, 2022 and March 15th, 2022. Vegetation
Strawberry Hill Mitigation Project 3 As -Built Baseline Monitoring Report - Stream
Project #100094 July 2022

data are in Appendix B, associated photos are in Appendix B, and plot locations are in Appendix A. MYO
monitoring data indicates that all plots are exceeding the interim success criteria of 320 planted stems per
acre. Planted stem densities ranged from 647 to 1,133 planted stems per acre with a mean of 861 planted
stems per acre across all plots. A total of twelve planted species were documented within the plots. Two
large volunteer species were identified in random plots (Diospyros virginiana and Sambucus canadensis)
and it is expected that more volunteers will establish in upcoming years. The average stem height in the
vegetation plots was 1.6 feet.
Visual assessment of vegetation outside of the monitoring plots indicates that herbaceous vegetation is
establishing throughout the project area.
1.5.2 Stream Hydrology
One stage recorder and one flow gauge were installed on February 16th, 2022 on reaches JH1-A and JH1-
B, respectively. The stage recorder is in place to document bankfull events. The flow gauge is in place to
document presence and persistence of stream flow in the intermittent channel. In addition, a camera rig
(flow camera) was installed in conjunction with the flow gauge on JH1-B in the attempt to capture daily
images of stream flow through the riffle. Stream hydrology data will be included in the Monitoring Year 1
Report in this section and in the appendices. Gauge locations can be found on Figure 2 and photos are in
Appendix A.
1.5.3 Stream Geomorphology
Cross section setup and geomorphology data collection for MYO was collected on February 16th, 2022.
Summary tables and cross section plots are in Appendix C. Overall, the baseline cross sections and profile
relatively match the proposed design. The as -built conditions show that shear stress and velocities have
been reduced for all restoration reaches. All reaches were designed as gravel bed channels and remain
classified as gravel bed channels post -construction.
Visual assessment of the stream channel was performed to document signs of instability, such as eroding
banks, structural instability, or excessive sedimentation. The channel is transporting sediment as designed
and will continue to be monitored for aggradation and degradation (Appendix C). Since Project
construction, a suspected beaver dam has formed offsite, somewhere downstream of reach JH1-B and
Brogden Road. This is causing some water to back up within the JH1-B channel near the road; however,
most of the water is still contained within the channel and not causing any real inundation in the floodplain
at this time. RES will continue to monitor the effect, but the suspected dam is offsite and not within the
property of the Project's landowner.
Strawberry Hill Mitigation Project 4 As -Built Baseline Monitoring Report - Stream
Project #100094 July 2022

2 References
Griffith, G.E., J.M.Omernik, J.A. Comstock, M.P. Schafale, W.H.McNab, D.R.Lenat, T.F.MacPherson,
J.B. Glover, and V.B. Shelburne. (2002). "Ecoregions of North Carolina and South Carolina."
(color Poster with map, descriptive text, summary tables, and photographs): Reston, Virginia,
U.S. Geological Survey (map scale 1:1,500,000).
Lee Michael T., Peet Robert K., Roberts Steven D., and Wentworth Thomas R., 2008. "CVS-EEP
Protocol for Recording Vegetation Level." Version 4.2
North Carolina Division of Mitigation Services (NCDMS). "Neuse River Basin Restoration Priorities
2010. Amended August 2018."
Peet, R.K., Wentworth, T.S., and White, P.S. (1998). "A flexible, multipurpose method for recording
vegetation composition and structure." Castanea 63:262-274
Resource Environmental Solutions (2020). "Strawberry Hill Final Mitigation Plan".
US Army Corps of Engineers (USACE). (2016). "Wilmington District Stream and Wetland
Compensatory Mitigation Update." NC: Interagency Review Team (IRT).
Strawberry Hill Mitigation Project 5 As -Built Baseline Monitoring Report - Stream
Project #100094 July 2022

Appendix A
Visual Assessment Data

QGreen Chapel Missionary
Baptist Church
1116
Legend
Strawberry Hill Easement
Polecat Mitigation Site
Neuse River Basin - 03020201
TLW- 03020201140010
Stevens Sausage Co., Inc9
I251
Strawberry Hill
Mitigation Project
x
Brogaen
P
Community
Project Coordintates:
35.469579, -78.323896
0 500 1,000
Feet
Figure 1 - Site Location Map
Strawberry Hill
Mitigation Project
Johnston County, North Carolina
Date: 3/8/2022
Drawn by: MDD
Checked by: JRM
1 inch = 1,000 feet
fires

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�te Figure 2a
1M Current Conditions Plan View
1 �� k Stream Mitigation
•
wp TJ Qr� MY0 2022
WA �0 0
0 �� �.4 ` Strawberry Hi,
II
/r Mitigation Project
e — Johnston County
e
North Carolina
�.�c� Date: 7/6/2022 Drawn by: EJU
C Checked by:RTM 1 in=200 feet
111 Legend
40.
RVP-3
1 ❑Recorded Easement(22.12 ac)
Vegetation Plot
>320 stems/acre�
Buffer Only
Random Vegetation Plot
>320 stem/acre
11 '
iz Existing Wetlands
/ O Pre-existing Top of Bank
—Surveyed Top of Bank
/
�// —Stream Structure
/f Cross-section
Stream Mitigation Approach
i —Restoration
No Credit
WB �,ri" " — Ditch
1)
` —Swale
we / !♦ Stage Recorder
41 ❑ • Flow Gauge
Rv?�a ♦ •
10 © Photo Location
ll4 11
Vegetation Condition Assessment
` H 44
Target Community
w Present Marginal Absent
wD Q Absent No Fill
rn
• Present
` I12I co
>
LJ

�7/ 0 res
,,*,
1. =R'.
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,,.
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RVP.-1 6
"'r "© 0 150 300
Il
Feet
Figure 2b
n
e Current Conditions Plan View
r
Stream Mitigation
o
--, iii* -
MY0 2022
4RVP-2i y
WA �] Strawberry Hill
Mitigation Project
e'Q
Johnston County,
le North Carolina
m Date: 7/6/2022 Drawn by: EJU
�/ RV�-3
/ Checked by:RTM 1 in=300 feet
r
Legend
, _ ,• ,. :t. , • ❑Recorded Easement(22.12 ac)
Veg to o Plot(iV4,424R
'
Buffer Only
Random Vegetation Plot
>320 stem/acre
wg Existing Wetlands
Pre-existing Top of Bank
we —Surveyed Top of Bank
RwR-ai�] �� ��s t10 —Stream Structure
±4 - . Cross-section
Stream Mitigation Approach
/ —Restoration
Q t12 No Credit
— Ditch
�� —Swale
f .A... v Stage Recorder
\us
- x
i• � ' 0 Flow Gauge
:,.% ' ® Photo Location
r k a
`. Vegetation Condition Assessment
M w,
,,, , .. s: �13 Target Community
* / Present Marginal Absent
f ,,,�,,.s, o� - e/►.� •+ S a). Absent No Fill
a f' - , Present
C

Visual Stream Stability Assessment
Reach JH 1-A
Assessed Stream Length 1007
Assessed Bank Length 2014
Ma'or Channel Cate. ory
Number
Stable,
Performing as
Metric Intended
Total Number
in As -built
Amount of
Unstable
Foota. a
% Stable,
Performing as
Intended
Bank
Surface Scour/Bare
Bank
Bank lacking vegetative cover resulting simply from poor growth
and/or surface scour
0
°
100/o
Toe Erosion
Bank toe eroding to the extent that bank failure appears likely. Does
NOT include undercuts that are modest, appear sustainable and are
providing habitat.
0
100%
Bank Failure
Fluvial and geotechnical - rotational, slumping, calving, or collapse
0
100%
Structure
Grade Control
Tot .
Grade control structures exhibiting maintenance of grade across the
sill.
9
9
0
100%
100%
Bank Protection
Bank erosion within the structures extent of influence does not
7
7
100%
exceed 15%. (See guidance for this table in DMS monitoring
guidance document)

Visual Stream Stability Assessment
Reach JH 1-B
Assessed Stream Length 2712
Assessed Bank Length 5424
Ma'or Channel Cate. ory
Number
Stable,
Performing as
Metric Intended
Total Number
in As -built
Amount of
Unstable
Foota. a
% Stable,
Performing as
Intended
Bank
Surface Scour/Bare
Bank
Bank lacking vegetative cover resulting simply from poor growth
and/or surface scour
0
°
100/o
Toe Erosion
Bank toe eroding to the extent that bank failure appears likely. Does
NOT include undercuts that are modest, appear sustainable and are
providing habitat.
0
100%
Bank Failure
Fluvial and geotechnical - rotational, slumping, calving, or collapse
0
100%
Structure
Grade Control
Tot .
Grade control structures exhibiting maintenance of grade across the
sill.
21
21
0
100%
100%
Bank Protection
Bank erosion within the structures extent of influence does not
28
28
100%
exceed 15%. (See guidance for this table in DMS monitoring
guidance document)

Visual Vegetation Assessment
Planted acreage
19.73
Vegetation Category
Definitions
Mapping
Threshold
Combined
Acreage
% of Planted
Acreage
Bare Areas
Very limited cover of both woody and herbaceous material.
0.1 acres
0.00
0.0%
Low Stem Density Areas
Woody stem densities clearly below target levels based on current MY stem count criteria.
0.1 acres
0.00
0.0%
Tot l
Areas of Poor Growth Rates
Planted areas where average height is not meeting current MY Performance Standard.
0.25 acres
0.00
0.0%
Cumulative Total
Aim
0.0%
Easement Acreage
22.12
Vegetation Category
Definitions
Mapping
Threshold
Combined
Acreage
% of
Easement
Acreage
Invasive Areas of Concern
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 potential to directly outcompete native, young,
woody stems in the short-term or community structure for existing communities. Species included in
summation above should be identified in report summary.
1000 SF
0.00
0.0%
Easement Encroachment Areas
Encroachment may be point, line, or polygon. Encroachment to be mapped consists of any violation of
restrictions specified in the conservation easement. Common encroachments are mowing, cattle access,
vehicular access. Encroachment has no threshold value as will need to be addressed regardless of impact
area.
none
N/A

Strawberry Hill General Site Photos
. Ly4,
t .� i '' �i 'Iln "''t r sr ? a'."--,,.'r,,,,;j.,..-.4,4,,,, ,,,,t. ,,...,..-:1.,r4r,*,.4'..,51'0',:.::;....:741::::'!;',',-;::ft Z,i,..t'',.;«,::,74et.Ii.''',:illi.e. ,c..*1:1&:1%
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ga b:�S � t 1 ' 9; 'p L ' '�_s
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JH1-A looking upstream (3/7/2022) JH1-A looking downstream (3/15/2022)
I.
", t "2 wit ' ..Sr; F °m
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age}ti. .YFti 4 �;' £ +,_ air
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r 'F Y .tdL td
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JH1-B looking downstream(3/7/2022) JH1-B looking upstream (3/15/2022)

#
n t f
I-ek.. +r > 1' 1 P e ,
.-
s..f' ,,
f4 _ w , Will "1 .'''
5 4
i
Ah
Hay bale toe JH1-A(3/15/2022) Hay bale toe—JH1-A(3/15/2022)
e
'. - ' .-'.- —- --.',- '-'ilr;:°- ,
;; 5
'bar C ,` i.iit r
.
Brush toe—JH1-B (3/15/2022) Wood/rock riffle—JH1-B (3/15/2022)

Strawberry Hill Crossing Photos
•
•
kichvgi
f - ��
i'' f' Fr .h/ a
cy. et a4 . tea'R+ - an a
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DOT Culvert at Yelverton Grove Rd. (Entrance) (3/7/2022) DOT Culvert at Yelverton Grove Rd. (Exit) (3/7/2022)
.1111.11111111.111111111
-
r,, ..."0. e t s b .,N,'�" *^ •M � a,,,':
� t� # X 'Y - -zt u~'lai "'`$ r
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ti. 4, " 'x ? Tr,„,.., ' rt' ',�e`t"
Culvert at JHl-B Crossing (Entrance) (3/7/2022) Culvert at JH1-B Crossing (Exit) (3/7/2022)

DOT Culvert at Brogden Rd. (Entrance) (3/7/2022)

Strawberry Hill Monitoring Device Photos
r f y �. ° �
q
�4 l� y 4,3 i' ','.I.:::-''"'. d
` �jt r. all1a i ''' f i ,' �t Y' s
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- '' rr s i s r �"f 4,1 1 r „� r
44tr
} *� ^,,, E:e i -1�'" i gr;, .. ws7RiA*iI
n• ,.,c, 'st ta' i ii
•
Flow Gauge JH1-A (Looking Upstream) (2/16/2022) Flow Camera JH1-A(2/16/2022)
' r ='
3 a
Stage Recorder JH1-B (Looking Upstream) (2/16/2022)

Appendix B
Vegetation Plot Data

Appendix C. Vegetation Plot Data
Table 7. Planted Species Summary
Common Name
Species
Zone 1
Zone 2
Total
Planted Amount
River birch
Betula nigra
10
10
1,600
Buttonbush
Cephalanthus occidentalis
5
5
800
Yellow poplar
Liriodendron tulipifera
10
10
1,600
Wax Myrtle
Morella cerifera
5
10
1,000
Swamp tupelo
Nyssa bora
5
5
800
American sycamore
Platanus occidentalis
10
10
1,600
Laurel oak
Quercus laurifolia
5
10
1,000
Overcup oak
Quercus lyrata
10
10
1,600
Swamp chestnut oak
Quercus michauxii
10
10
1,600
Water oak
Quercus nigra
10
10
1,600
Willow oak
Quercus phellos
10
10
1,600
Bald cypress
Taxodium distichum
10
0
1,000
TOTAL
15,800
Table 8. Vegetation Plot Mitigation Success Summary
Plot #
Planted
Stems/Acre
Volunteers
Stems/Acre
Total
Stems/Acre
Success
Criteria
Met?
Averaged
Planted Stem
Height (ft.)
1
850
0
850
Yes
1.6
2
809
0
809
Yes
1.6
3
647
0
647
Yes
1.6
4
769
0
769
Yes
1.7
5
971
0
971
Yes
1.6
6
850
0
850
Yes
1.5
7
809
0
809
Yes
1.3
R1
1133
0
1133
Yes
1.4
R2
890
0
890
Yes
1.3
R3
809
40
850
Yes
1.5
R4
931
81
1012
Yes
2.0
Project Avg
861
11
872
Yes
1.6

Appendix C. Vegetation Plot Data
Table 9. Stem Count Total and Planted by Plot Species
Strawberry Hill Stream Vegetation
Current Plot Data (MYO 2022)
Scientific Name
Common Name
Species
Type
100094-01-0001
100094-01-0002
100094-01-0003
100094-01-0004
100094-01-0005
100094-01-0006
100094-01-0007
PnoL!
P-all
T
PnoL!
P-all
T
PnoL'
P-all
T
PnoL!
P-all
T
PnoL!
P-all
T
PnoL!
P-all
T
PnoL'
P-all
T
Betula nigra
river birch
Tree
2
2
2
3
3
3
2
2
2
3
3
3
2
2
2
Cephalanthus occidentalis
common buttonbush
Shrub
1
1
1
1
1
1
1
1
1
Diospyros virginiana
common persimmon
Tree
Liriodendron tulipifera
tuliptree
Tree
1
1
1
3
3
3
1
1
1
2
2
2
1
1
1
4
4
4
2
2
2
Morella cerifera
wax myrtle
shrub
2
2
2
1
1
1
2
2
2
4
4
4
6
6
6
Nyssa biflora
swamp tupelo
Tree
2
2
2
1
1
1
1
1
1
1
1
1
Platanus occidentalis
American sycamore
Tree
2
2
2
4
4
4
2
2
2
Quercus laurifolia
laurel oak
Tree
4
4
4
3
3
3
3
3
3
3
3
3
1
1
1
Quercus lyrata
overcup oak
Tree
2
2
2
1
1
1
1
1
1
1
1
1
2
2
2
Quercus michauxii
swamp chestnut oak
Tree
1
1
1
2
2
2
1
1
1
4
4
4
1
1
1
Quercus nigra
water oak
Tree
5
5
5
1
1
1
4
4
4
2
2
2
1
1
1
Quercus phellos
willow oak
Tree
1
1
1
3
3
3
2
2
2
5
5
5
7
7
7
1
1
1
2
2
2
Sambucus canadensis
common elderberry
shrub
Taxodium distichum
bald cypress
Tree
3
3
3
8
8
8
4
4
4
1
1
1
4
4
4
Stem count
size (ares)
size (ACRES)
Species count
Stems per ACRE
21
21
21
20
20
20
16
16
16
19
19
19
24
24
24
21
21
21
20
20
20
1
1
1
1
1
1
1
0.02
0.02
0.02
0.02
0.02
0.02
0.02
9
9
9
8
8
8
9
9
9
8
8
8
7
7
7
9
9
9
9
9
9
850
850
850
809
809
809
647
647
647
769
769
769
971
971
971
850
850
850
809
809
809
Strawberry Hill Stream Vegetation
Current Plot Data (MYO 2022)
Scientific Name
Common Name
Species
Type
100094-01-R1
100094-01-R2
100094-01-R3
100094-01-R4
MYO (2022)
PnoL!
P-all
T
PnoL!
P-all
T
PnoU
P-all
T
PnoL!
P-all
T
PnoL!
P-all
T
Betula nigra
river birch
Tree
3
3
3
4
4
4
2
2
2
6
6
6
27
27
27
Cephalanthus occidentalis
common buttonbush
Shrub
1
1
1
1
1
1
1
1
1
6
6
6
Diospyros virginiana
common persimmon
Tree
1
1
Liriodendron tulipifera
tuliptree
Tree
1
1
1
5
5
5
1
1
1
21
21
21
Morella cerifera
wax myrtle
shrub
1
1
1
1
1
1
2
2
2
1
1
1
20
20
20
Nyssa biflora
swamp tupelo
Tree
1
1
1
2
2
2
1
1
1
2
2
2
11
11
11
P latanus occ identalis
American sycamore
Tree
2
2
2
2
2
2
12
12
12
Quercus laurifolia
laurel oak
Tree
5
5
5
3
3
3
1
1
1
3
3
3
26
26
26
Quercus lyrata
overcup oak
Tree
3
3
3
1
1
1
4
4
4
4
4
4
19
19
19
Quercus michauxii
swamp chestnut oak
Tree
2
2
2
3
3
3
1
1
1
15
15
15
Quercus nigra
water oak
Tree
7
7
7
3
3
3
1
1
1
2
2
2
26
26
26
Quercus phellos
willow oak
Tree
2
2
2
2
2
2
2
2
2
27
27
27
Sambucus canadensis
common elderberry
shrub
1
1
2
Taxodium distichum
bald cypress
Tree
3
3
3
1
1
1
24
24
24
Stem count
size (ares)
size (ACRES)
Species count
Stems per ACRE
28
28
28
22
22
22
20
20
21
23
23
25
234
234
237
1
1
1
1
11
0.02
0.02
0.02
0.02
0.27
10
10
10
11
11
11
10
10
11
9
9
11
12
12
14
1133
1133
1133
890
890
890
809
809
850
931
931
1012
861
861
872

Strawberry Hill Stream Vegetation Monitoring Plot Photos (MVO)
,r ' 3 gig - �L .n
M i y
. -
i
1 it \ 1 I 1
i I 1 1
„ "',.-S.,',1, ,, �' .ter. "'
•
y �r .-sty or, " s', aG` � 1 1,'.
Fixed Vegetation Plot 1 (3/15/2022) Fixed Vegetation Plot 2 (3/15/2022)
I
c'4
a
• g.-ems
7;, .4''''
^-.-v`.n -ter , a #i-----,ritl--,-,:,;,.4,, ,- --,A0,1-r'41.," 7,-,-. ...,-,,:-.':,."74.t.:'L'''' '„ ' ,:p---..4.,- *
' 7 '.
Fixed Vegetation Plot 3 (3/15/2022) Fixed Vegetation Plot 4 (3/15/2022)

40411411111,loilim"
y.
e r ' i � -'
a
4.
v , r aver f a :
' �'�. ''
S'''-'7*,.-Z:''''.;! ''''''.,: -,a•,,.4;:,,:::—'; 4-1, :-..:_'''f7zr.4„4.11', _.,.„,,,,.,..-r-,-;,14.4,!..,:,. .. :40,-..?_,L'
., ,mow
Fixed Vegetation Plot 5 (3/15/2022) Fixed Vegetation Plot 6 (3/15/2022)
. ilort„. ..k,,z_..,. ,....., ,. .,.„...
,, ,
_.,
,,,,
_,.., . ___,. ._,
.. ,..,
,--„,.._J 1 II _ ,.,-_-.,_-..t:,----,,.,_:-.7_.,-.-,.....t.,,,-.:-_,....',_--_----,:-
. . _:- , ..,-t-7 ,-,k '
x 4w
a � e;
"by Ey --
n Plot 7 (3/15/2022)Fixed Vegetation

Strawberry Hill Stream Random Vegetation Monitoring Plot Photos (MVO)
- -- '0. ro.t1.4 -.-
1 ..i, lw-imt , ..tre.,, , I„
,, , .
,i,. ..i.. _ .t.
.., „ I. li II 1 A
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y, e
5Y
" 4 ---
f - r c
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,mac •
s+
Random Vegetation Plot 1 (3/7/2022) Random Vegetation Plot 2(3/7/2022)
,.� _ .
t -F - � •�
y p
4 11511111111110111111111111111111111111111111
r.
a t
- G 4. - -
, , �� - . � y r _ m, •.�'-. �y \ _ �0 �
Miry ram* , Sd, T .
4�3344' a .,• "H 6 i' R..' 1a ck�i -� +.ems
tom . . 4 i —. '� i'' & v.
_.� "i'.a.r .:.._ro1�1 ..u.. .r- .. is-t, F `r f ,�a
Random Vegetation Plot 3 (3/7/2022) Random Vegetation Plot 4 (3/7/2022)

Appendix C
Stream Morphology Data

Baseline Stream Data Summary
Strawberry Hill JH1-A
Parameter
Pre -Existing Condition (applicaple)
Design
Monitoring Baseline (MVO)
Riffle Only A
Min
Mean
Med
Max
n
Min
Max
Min
Max
n
Bankfull Width (ft)
6.7
9.3
9.3
11.8
2
9.6
9.6
10.1
2
Floodprone Width (ft)
12.4
14.0
14.0
15.5
2
>25
30
30
2
Bankfull Mean Depth (ft)
0.7
0.9
0.9
1.1
2
0.9
---
---
2
Bankfull Max Depth (ft)
1.2
1.4
1.4
1.5
2
1.4
1.3
1.5
2
Bankfull Cross Sectional Area (ft2)
7.1
7.7
7.7
8.3
2
8.8
8.2
9.2
2
Width/Depth Ratio
6.3
11.6
11.6
16.9
2
10.4
---
---
2
Entrenchment Ratio
1.3
1.6
1.6
1.9
2
>2.2
>3.0
>3.1
2
Bank Height Ratio
1.5
1.7
1.7
1.9
2
1.0
1
1
2
Max part size (mm) mobilized at bankfull
Rosgen Classification
F5
C5/E5
C5/E5
Bankfull Discharge (cfs)
Sinuosity (ft)
1.00
1.13
1.13
Water Surface Slope (Channel) (ft/ft)
Other

Baseline Stream Data Summary
Strawberry Hill JH1-B
Parameter
Pre -Existing Condition (applicaple)
Design
Monitoring Baseline (MVO)
Riffle Only A
Min
Mean
Med
Max
n
Min
Max
Min
Max
n
Bankfull Width (ft)
9.3
9.5
9.5
9.6
2
9.6
8.8
11.1
5
Floodprone Width (ft)
11.6
15.9
15.9
20.2
2
>25
>30
>30
5
Bankfull Mean Depth (ft)
0.9
0.9
0.9
1.0
2
0.9
---
---
5
Bankfull Max Depth (ft)
1.4
1.5
1.5
1.6
2
1.4
1.4
1.6
5
Bankfull Cross Sectional Area (ft2)
8.5
8.9
8.9
9.3
2
8.8
7.3
9.1
5
Width/Depth Ratio
9.3
10.1
10.1
10.8
2
10.4
---
---
5
Entrenchment Ratio
1.2
1.7
1.7
2.1
2
>2.2
>2.7
>3.4
5
Bank Height Ratio
1.7
2.0
2.0
2.3
2
1.0
1
1
5
Max part size (mm) mobilized at bankfull
Rosgen Classification
F5
C5/E5
CS/ES
Bankfull Discharge (cfs)
Sinuosity (ft)
1.01
1.14
1.14
Water Surface Slope (Channel) (ft/ft)
Other

Monitoring Data - Cross Section Morphology Monito ing Summary
P oject Name/Number (Strawnbe ry Nil / DM :100094) Segmen /Reach: JH1 A and 1H1-B
Cross Section 1(Pool -1H1 A)
Cross Section 2 (Riffle -.MIA)
Cross Section 3 (Riffle -.MIA)
Cross Section 4 (Pool -1H1 A)
Cross Section 5 (Riffle-IH1-B(
MVO
MY1
MU
MY3
MY5
MY)
MY+
MVO
MY1
MY2
MY3
MY5
MYJ
MY+
MVO
MY1
MY2
MY3
MY5
MYJ
MY+
MVO
MY1
MY2
MY3
MY5
MYJ
MY+
MVO
MY1
MY2
MY3
MY5
MY)
MY+
Bankfull Elevation (ft) - Based on AB-Bankfull' Area
--
139.30
138.85
--
137.97
Bank Height Ratio Based on AB Bankfuli Area
--
1.00
1.00
--
1.00
Thalweg Elevation
137.24
137.98
137.34
136.57
136.42
LT0132 Elevation
138.91
139.30
138.85
138.71
137.97
130132 Max Depth (ft)
1.7
1.3
1.5
2.1
l.fi
ITOB' Cross Sectional Area (ft'l
7.60
8.20
9.20
13.70
9.10
Cr ss Section 6 (P ol- 1H1 B)
Cross Section 7 (Riffle-IH1-B)
Cr ss Section 8 (P of-1H1 B)
Cr ssSecti n 9 (Riffle-IH1-B)
Cr ss Section 10 (P ol-1H1-8)
MVO
MY1
MY2
MY3
MY5
NM
MY+
MVO
MY1
MY2
MY3
MY5
NM
MY+
MVO
MY1
MY2
MY3
MY5
MYJ
MY+
MVO
MY1
MY2
MY3
MY5
MYJ
MY+
MVO
MY1
MY2
MY3
MY5
MYJ
MY+
Bankfull Elevation (ft) - Based on AB-Bankfull' Area
--
137.52
--
136.88
BankHeightRatio_Based on AB Bankfuli Area
--
1.00
--
1.00
Thalweg Elevation
135.85
136.12
135.40
135.53
134.94
LT0132 Elevation
137.91
137.52
137.57
136.88
136.81
LT0132 Max Depth (ft)
2.1
1.4
2.2
1.4
1.9
ITOB' Cross Sectional Area (ft'l
11.50
8.30
12.50
8.30
12.20
Cr as.. n 11(Rifle -11.11- )
C ooSect! n12 (Pool -1111- )
C oas Sect! n13 (Pool -1111- )
Cr asSecti n14 (Rifle -11.11- )
MVO
MY1
MY2
MY3
MY5
MYJ
MY+
MVO
MY1
MY2
MY3
MY5
MYJ
MY+
MVO
MY1
MY2
MY3
MY5
MYJ
MY+
MVO
MY1
MY2
MY3
MY5
MYJ
MY+
Bankfull Elevation (ft)- Based on AB-Bankfull'Area
136.18
--
--
135.15
Bank Height Ratio Based on AB Bankfuli Area
1.00
--
--
1.00
Thalweg Elevation
134.81
134.35
133.13
133.64
LT0132 Elevation
136.18
136.22
135.07
135.15
LTOB' Max Depth (ft)
1.4
1.9
1.9
1.5
ITOB' Cross Sectional Area (fel
7.30
10.10
9.70
8.30
The above morphology parameters reflect the 2018guidan e that a ose from the m3 igation echnica workg oup con fisting of DMS, the IRT a d industry mitig tion pr viders/ ractitu ers. Th outcome result d in th focus o
three primary morpholo®cal parameters of interestfor the purpos sof trackingcha nel cha ge mo'ng forward. Th y are th bank height ra'o using a constant As-b It bankfull area nd the rocs sectional a ea and max deph
based on each years low top of bank. These are calculated sfollows:
1- Bank Height Ratio (BHR)takes the As -built bankful area as the basis for djustin each su segue t years bankfull levatio . For example if the As -built bankfull are was10 ff2, the the MYl bankfull elevaion would be
adjusted until the calculated bankfull area within the MY1 coss Becton sury y=10ff2. The HR wo Id then be calculated wi h the difference between the low top of bank (LTOB) elev Lion for MY1 and the th lweg elevation for
MY1 in the numeratorwith the difference between the MY bankfu I elevation and the MY1 halweg elevation in the denomi °tor. This same process is then carried o tin each Buttes five yea .
2- LTOB Area and Maxdepth-These are based on the LTOB elevaion for ach years suree (The same elevation us d for th LTOB in the BHR calculation). Area below the LTOB eleva ion will be used and tra ked for each year as
Note: The smaller the channel the closer the surrey measurements are to their limit of reliable detection, therefore inter -annual variation in morphological measurement (as a percentage) is by default magnified as channel size decereases. Some of the variability above is the result of this factor and some is duet° the large amount of depositional sediments observed.

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Upstream Downstream
Strawberry Hill -Reach JH1-A -Cross Section 1 - Pool -Restoration
140.5 -
139.5
c
° 138.5
a)
w
137.5
136.5
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30
Distance(ft)
3X Vertical
MYO 2021 — — —Approx. Bankfull Exaggeration
Cross Section 1(Pool-JH1-A)
MYO MY1 MY2 MY3 MYS MY7 MY+
Bankfull Elevation(ft)-Based on AB-Bankful 11 Area
Bank Height Ratio_Based on AB Bankful I1 Area
Thalweg Elevation 137.24
LTOB2 Elevation 138.91
LTOB2 Max Depth(ft) 1.7
LTOB2 Cross Sectional Area (ft2) 7.60
1 -Uses the as-built cross sectional area as the basis for adjusting each subsequent years Bankfull elevation
2-Uses the current years low top of bank as the basis for adjusting each subsequent years Bankfull elevation

Ji: to �f .: F1
F
Upstream Downstream
Strawberry Hill - Reach JH1-A -Cross Section 2 - Riffle - Restoration
141 -
140
139
138
137
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30
Distance (ft)
3X Vertical
MYO 2021 — — —Approx.Bankfull —Floodprone Area Low Bank Height Exaggeration
Cross Section 2(Riffle-JH1-A)
MYO MY1 MY2 MY3 MY5 MY7 MY+
Bankfull Elevation(ft)-Based on AB-Bankfulll Area 139.30
Bank Height Ratio_Based on AB Bankfulll Area 1.00
Thalweg Elevation 137.98
LTOB2 Elevation 139.30
LTOB2 Max Depth(ft) 1.3
LTOB2 Cross Sectional Area (ft2) 8.20
1 -Uses the as-built cross sectional area as the basis for adjusting each subsequent years bankfull elevation
2-Uses the current years low top of bank as the basis for adjusting each subsequent years bankfull elevation

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Strawberry Hill -Reach JH1-A -Cross Section 3 -Riffle - Restoration
141 -
140 -
------------
° 139
a)
w
138
137 , I
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30
Distance (ft)
MYO 2021 — — •Approx.Bankfull —Floodprone Area Low Bank Height sx Vertical
Exaggeration
Cross Section 3(Riffle-JH1-A)
MY0 MY1 MY2 MY3 NAYS MY7 MY+
Bankfull Elevation(ft)-Based on AB-Bankful I'Area 138.85
Bank Height Ratio_Based on AB Bankfull'Area 1.00
Thalweg Elevation 137.34
LTOB2 Elevation 138.85
LTOB2 Max Depth(ft) 1.5
LTOB2 Cross Sectional Area (ft2) 9.20
1 -Uses the as-built cross sectional area as the basis for adjusting each subsequent years Bankfull elevation
2-Uses the current years low top of bank as the basis for adjusting each subsequent years Bankfull elevation

m
-
£{,HIHI
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Y
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Strawberry Hill - Reach JH1-A -Cross Section 4- Pool - Restoration
140 -
139 -
° 138
w
137
136 , I
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30
Distance (ft)
3X Vertical
•MY0 2021 — — —Approx. Bankfull Exaggeration
Cross Section 4(Pool-JH1-A)
MY0 MY1 MY2 MY3 MY5 MY7 MY+
Bankfull Elevation(ft)-Based on AB-Bankfulll Area ---
Bank Height Ratio_Based on AB Bankfulll Area ---
Thalweg Elevation 136.57
LTOB2 Elevation 138.71
LTOB2 Max Depth(ft) 2.1
LTOB2 Cross Sectional Area (ft2) 13.70
1 -Uses the as-built cross sectional area as the basis for adjusting each subsequent years bankfull elevation
2-Uses the current years low top of bank as the basis for adjusting each subsequent years bankfull elevation

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140 -
STrawberry Hill - Reach JH1-B -Cross Section 5 - Riffle -Restoration
139
F
a)
w
137
136 ,
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30
Distance (ft)
3X Vertical
MYO 2021 — — —Approx. Bankfull Floodprone Area Low Bank Height Exaggeration
Cross Section 5(Riffle-JH1-B)
MYO MY1 MY2 MY3 MYS MY7 MY+
137.97
Bankfull Elevation(ft)-Based on AB-Bankfulll Area
Bank Height Ratio_Based on AB Bankfulll Area 1.00
Thalweg Elevation 136.42
LTOB2 Elevation 137.97
LTOB2 Max Depth(ft) 1.6
LTOB2 Cross Sectional Area(ft2) 9.10
1 -Uses the as-built cross sectional area as the basis for adjusting each subsequent years bankfull elevation
2-Uses the current years low top of bank as the basis for adjusting each subsequent years Bankfull elevation

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Upstream Downstream
Strawberry Hill -Reach JH1-B -Cross Section 6 -Pool - Restoration
139.5 -
138.5 -
° 137.5
136.5 -
135.5 ,
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30
Distance (ft)
MYO 2021 — — —Approx. Bankfull 3X Vertical
Exaggeration
Cross Section 6(Pool-JH1-B)
MYO MY1 MY2 MY3 MY5 MY7 MY+
Bankfull Elevation(ft)-Based on AB-Bankfulll Area
Bank Height Ratio_Based on AB Bankfulll Area
Thalweg Elevation 135.85
LTOB2 Elevation 137.91
LTOB2 Max Depth(ft) 2.1
LTOB2 Cross Sectional Area (ft2) 11.50
1 -Uses the as-built cross sectional area as the basis for adjusting each subsequent years bankful elevation
2-Uses the current years low top of bank as the basis for adjusting each subsequent years bankfull elevation

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139.5 —
Strawberry Hill - Reach JH1-B -Cross Section 7 - Riffle - Restoration
138.5
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136.5
135.5 ,
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30
Distance (ft)
MY0 2021 — — —Approx. Bankfull —Floodprone Area Low Bank Elevation sx Vertical
Exaggeration
Cross Section 7(Riffle-JH1-B)
MYO MY1 MY2 MY3 MY5 MY7 MY+
137.52
Bankfull Elevation(ft)-Based on AB-Bankfulll Area
Bank Height Ratio_Based on AB Bankfulll Area 1.00
Thalweg Elevation 136.12
LTOB2 Elevation 137.52
LTOB2 Max Depth(ft) 1.4
LTOB2 Cross Sectional Area (ft2) 8.30
1 -Uses the as-built cross sectional area as the basis for adjusting each subsequent years ion
2-Uses the current years low top of bank as the basis for adjusting each subsequent yearsbankfull bankfull elelevatevation

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Strawberry Hill - Reach JH1-B -Cross Section 8 -Pool - Restoration
139 -
138 -
c
•
o 137
1-6
w
136 -
135 ,
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30
Distance (ft)
MYO 2021 — — —Approx. Bankful)
3X Vertical Exaggeration
Cross Section 8(Pool JH1-B)
MYO MY1 MY2 MY3 MYS MY7 MY+
Bankful I Elevation(ft)-Based on AB-Bankful 11 Area
Bank Height Ratio Based on AB Ban
kfulll Area
Thalweg Elevation 135.40
LTOBZ Elevation 137.57
LTOB2 Max Depth(ft) 2.2
LTOB2 Cross Sectional Area (ft2) 12.50
1 -Uses the as-built cross sectional area as the basis for adjusting each subsequent years bankfull elevation
2-Uses the current years low top of bank as the basis for adjusting each subsequent years bankfull elevation

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Strawberry Hill -Reach JH1-B -Cross Section 9 - Riffle - Restoration
139 -
138 -
' ::
135 ,
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30
Distance (ft)
cal
MY0 2021 — — —Approx.Bankfull —Floodprone Area Low Bank Height 3X a Exaggeration
Cross Section 9(Riffle-JH1-B)
MYO MY1 MY2 MY3 MY5 MY7 MY+
Bankfull Elevation(ft)-Based on AB-Bankfulll Area 136.88
Bank Height Ratio_Based on AB Bankfulll Area 1.00
Thalweg Elevation 135.53
LTOB2 Elevation 136.88
LTOB2 Max Depth(ft) 1.4
LTOB2 Cross Sectional Area (ft2) 8.30
1 -Uses the as-built cross sectional area as the basis for adjusting each subsequent years bankfull elevation
2-Uses the current years low top of bank as the basis for adjusting each subsequent years bankfull elevation

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STrawberry Hill -Reach JH1-B -Cross Section 10 - Pool - Restoration
138
137
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a)
136
w
135 -
134 ,
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30
Distance (ft)
MYO 2021 — — —Approx. Bankfull
3X Vertical Exaggeration
Cross Section 10(Pool-JH1-B)
MYO MY1 MY2 MY3 MYS MY7 MY+
Bankfull Elevation(ft)-Based on AB-Bankfulll Area ---
Bank Height Ratio_Based on AB Bankfulll Area ---
Thal weg Elevation 134.94
LTOB2 Elevation 136.81
LTOB2 Max Depth(ft) 1.9
LTOB2 Cross Sectional Area (ft2) 12.20
1 -Uses the as-built cross sectional area as the basis for adjusting each subsequent years bankfull elevation
2-Uses the current years low top of bank as the basis for adjusting each subsequent years bankfull elevation

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Upstream Downstream
Strawberry Hill -Reach JH1-B -Cross Section 11 -Riffle - Restoration
138 -
137
136
iii
135
134 ,
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30
Distance(ft)
MYO 2021 — — —Approx.Bankfull Floodprone Area Low Bank Height Exa ertical
ggeration
Cross Section 11(Riffle-JH1-B)
MYO MY1 MY2 MY3 MY5 MY7 MY+
Bankfull Elevation (ft)-Based on AB-Bankfulll Area 136.18
Bank Height Ratio_Based on AB Bankfulll Area 1.00
Thalweg Elevation 134.81
LTOB2 Elevation 136.18
LTOB2 Max Depth (ft) 1.4
LTOB2 Cross Sectional Area (ft2) 7.30
1 -Uses the as-built cross sectional area as the basis for adjusting each subsequent years Bankfull elevation
2-Uses the current years low top of bank as the basis for adjusting each subsequent years Bankfull elevation

.
,�
3
i t
Upstream Downstream
Strawberry Hill - Reach JH1-B -Cross Section 12 -Pool - Restoration
137.5 -
136.5 -
I
134.5 -
133.5 ,
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30
Distance (ft)
MYO 2021 — — —Approx. Bankfull 3X Vertical
Exaggeration
Cross Section 12(Pool -JH1-B)
MYO MY1 MY2 MY3 MY5 MY7 MY+
Bankfull Elevation (ft)- Based on AB-Bankfulll Area ---
Bank Height Ratio_Based on AB Bankfulll Area ---
Thalweg Elevation 134.35
LTOB2 Elevation 136.22
LTOB2 Max Depth(ft) 1.9
LTOB2 Cross Sectional Area (ft2) 10.10
1 -Uses the as-built cross sectional area as the basis for adjusting each subsequent years bankfull elevation
2-Uses the current years low top of bank as the basis for adjusting each subsequent years bankfull elevation

.
au
r x `
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- i
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Upstream Downstream
Strawberry Hill - Reach JH1-B -Cross Section 13 -Pool - Restoration
136.5 -
135.5
0 134.5 -
i
a)
w
133.5
132.5
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30
Distance(ft)
MY0 2021 — — —Approx.Bankfull
3X Vertical Exaggeration
Cross Section 13(Pool-JH1-B)
MVO MY1 MY2 MY3 MY5 MY7 MY+
Bankfull Elevation (ft) -Based on AB-BankfulI1 Area ---
Bank Height Ratio_Based on AB Bankful 11 Area ---
Thalweg Elevation 133.13
LTOB2 Elevation 135.07
LTOB2 Max Depth (ft) 1.9
LTOB2 Cross Sectional Area (ft2) 9.70
1 -Uses the as-built cross sectional area as the basis for adjusting each subsequent years bankfull elevation
2-Uses the current years low top of bank as the basis for adjusting each subsequent years bankfull elevation

,� �it •'0'
$ _
A
--
Upstream Downstream
Strawberry Hill - Reach JH1-B -Cross Section 14 - Riffle - Restoration
137 -
136
E
° 135
m
w
134
133 ,
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30
Distance(ft)
3X Vertical
MY0 2021 — — —Approx.Bankfull —Floodprone Area Low Bank Height Exaggeration
Cross Section 14(Riffle-JH1-B)
MY0 MY1 MY2 MY3 MY5 MY7 MY+
Bankfull Elevation (ft)-Based on AB-Bankfulll Area 135.15
Bank Height Ratio_Based on AB Bankfulll Area 1.00
Thalweg Elevation 133.64
LTOB2 Elevation 135.15
LTOB2 Max Depth(ft) 1.5
LTOB2 Cross Sectional Area(ft2) 8.30
1 -Uses the as-built cross sectional area as the basis for adjusting each subsequent years bankfull elevation
2-Uses the current years low top of bank as the basis for adjusting each subsequent years bankfull elevation

Appendix D
Hydrologic Data
(Data to be collected in following monitoring years)

Appendix E
Project Timeline and
Contact Information

Table 4. Project Timeline and Contacts
Activity or uebverable
Data Collection
Complete
Task Completion or
uellverable submission
Project Instituted
NA
Dec-20
Mitigation Plan Approved
NA
Nov-20
Construction (Grading) Completed
NA
20-Jan-22
Planting Completed
NA
07-Mar-22
As -built Survey Completed
NA
May-22
MY-0 Baseline Report
Mar-22
May-22
MY1+ Monitoring Reports
Remediation Items (e.g. beaver removal, supplements, repairs etc.)
Encroachment
Strawberry Hill #100094
Provider
Mitigation Provider POC
RES / 3600 Glenwood Ave., Suite 100, Raleigh, NC 27612
Jamey Mceachran [phone]
Designer
Primary project design POC
RES / 3600 Glenwood Ave., Suite 100, Raleigh, NC 27612
Ben Carroll, PE [phone]
Construction Contractor
Construction contractor POC
RES / 3600 Glenwood Ave., Suite 100, Raleigh, NC 27612
Jacy Kirkpatrick

Appendix F
As -built Survey

FILE NAME:R:\Rescad\Projects\101038-Strawberry Hill\ABRL\101038_AB_Cover.dwg SAVED BY: Bcarroll
15t Smithfield
STRAWBERRY HILL MITIGATION PROJECT
PROJECT LOCATION
VICINITY MAP
NTS
PROJECT LOCATION: 35.469170°,-78.312918°
JOHNSTON COUNTY, NORTH CAROLINA
NEUSE RIVER BASIN: HUC 030202201
MAY 2022
RESOURCE ENVIRONMENTAL SOLUTIONS, LLC
3600 GLENWOOD AVE, SUITE 100
RALEIGH, NC 27612
PROJECT DIRECTORY
OWNER:
JEREMIAH DOW
NC DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF MITIGATION SERVICES
2 1 7 WEST JONES ST., SUITE 3000A
RALEIGH, NC 27603
DESIGNED $ CONSTRUCTED BY:
RESOURCE ENVIRONMENTAL SOLUTIONS, LLC
3600 GLENWOOD AVE, SUITE 100
RALEIGH, NC 276 12
AS -BUILT SURVEY BY:
RESOURCE ENVIRONMENTAL SOLUTIONS, LLC
3600 GLENWOOD AVE, SUITE 100
RALEIGH, NC 276 12
DMS PROJECT #: 100094
CONTRACT #: 7745
USACE ACTION ID #: SAW-201 9-001 24
RFP #: 16-007576
DWR #: 20190159
NOTES:
• ALL DISTANCES ARE HORIZONTAL GROUND MEASUREMENTS
IN U.S. SURVEY FEET UNLESS OTHERWISE NOTED.
• HORIZONTAL DATUM IS NAD83(20 1 1 ); VERTICAL DATUM I S
NAVD 88
• THIS MAP IS NOT INTENDED FOR RECORDATION, SALES OR
CONVEYANCES
• THE PURPOSE OF THIS MAP AND AS -BUILT DRAWING IS TO
ILLUSTRATE THE POST- CONSTRUCTION "AS -BUILT
CONDITIONS" OF THE STREAM RESTORATION AND MAY NOT
SHOW ALL IMPROVEMENTS OR UTILITIES.
• NO PROPERTY LINES WERE SURVEYED, ALL BOUNDARY AND
CONSERVATION EASEMENT LINES WERE REFERENCED FROM
RECORDED PLATS
• STATE PLANE COORDINATES AND ELEVATIONS WERE DERIVED
FROM EXISTING ONSITE CONTROL SURVEY PREPARED AND
ESTABLISHED BY WSP USA INC.
/
g
■
O
1
1-77
MINN
SITE MAP
NTS
59
58
I, BRIAN S. hOCKETT CERTIFY THAT THIS MAP WAS DRAWN UNDER MY
SUPERVISION AND THAT THIS GROUND SURVEY WAS PERFORMED AT THE
90% CONFIDENCE LEVEL TO MEET FEDERAL GEOGRAPHIC DATA
COMMITTEE STANDARDS; THAT THIS SURVEY WAS PERFORMED TO MEET
THE REQUIIREMENTS FOR A TOPOGRAPHIC/PLANIMETRIC SURVEY TO THE
ACCURACY OF CLASS "A" AND VERTICAL ACCURACY WHEN APPLICABLE
TO THE CLASS "A" STANDARD, AND THAT THE ORIGINAL DATA WAS
OBTAINED ON OCTOBER 27th 202 1 ; THAT THE SURVEY WAS COMPLETED
ON MARCH 29th 2022; THAT CONTOURS SHOWN AS BROKEN LINES MAY
NOT MEET THE STATED STANDARD; AND ALL COORDINATES ARE BASED
ON NAD83 (20 1 1) AND ELEVATIONS ARE BASED ON NAVD88 (GEOID 1 8)
1. CLASS OF SURVEY: CLASS A
2. POSITIONAL ACCURACY: 0.08'
3. TYPE OF GPS FIELD PROCEDURE: RTK/VRS
4. DATES OF SURVEY: 1 0-27-202 1 - 3-29-2022
5. GEOID MODEL: 18
6. UNITS: U.S. SURVEY FEET
WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER AND SEAL
THIS DAY OF M0.� , 2022, A.D.
iitAieutt
BRIAN S. HOCKETT L-5 1 65
Sheet
List
Table
Sheet Number
Sheet Title
--
Cover
Al
OVERALL AERIAL VIEW
S1
REACH JH1
S2
REACH JH1
S3
REACH JH1
S4
REACH J H 1
S5
REACH JH1
S6
REACH J H 1
S7
REACH JH1
S8
REACH JH2
S9
REACH JH3-5
S10
DITCH TIE
M1
MAINTENANCE COMPLETED
M2
MAINTENANCE COMPLETED
r 1
res
3600 Glenwood Ave, Suite 100
Raleigh, NC 27612
Main: 919.829.9909
www.res.us
Engineering Services Provided By:
RES Environmental Operating Company, LLC
License: F-1428
SEAL
o%�H
' F E s s, o•.liti
`_.� SEAL 7. •
L-5165 7-7
li
REVISIONS: PLOT DATE:
RELEASED FOR:
AS -BUILT DRAWINGS
PROJECT NUMBER:
101038
PROJECT MANAGER:
JRM
DESIGNED:
BRC
DRAWN:
BSH
CHECKED:
BRC
SHEET NUMBER:
####

\ /
Strawberry Ill Project Credits M ,, K •''' + '
Proposed Mitigation
Reach Mitigation Type SMUs .�a ; �' t F ~.� �'
Len.th Ratio . ,•
JHl-A Restoration 1,007 1 . 1.0 1,007 '' '' ,4 •;. '" a ` , +::t:A,- , ,,,K. :; `''� \~ }.�46� �� ` -:' '' ' + t '
'"` ws?gym raM' ...' �:�i H '..:. ., ,, ;','. . , . . t'l:'''' 0
J
\r„\\„„„eei,,,,,,,„1/4/ s
. ,
JH1-B Restoration 1,054 1 : 1,0 1,054 , x e� ' CzN° ' `� { it
Restoration 1,658 1 : 1,0 1,658 ,1, 3600 Glenwood Ave Suite 100
JH2 Buffer 1,009 N/A N/A .��. h, a ,r
uit,r:qr > s t y 'r "' 4 a qt 7 ."`q1 +
JH3 r*+ M, ,6r �' Raleigh, NC 27612
Buffer 326 N/A N/A `' i .t' ,."a, ' *t. tt.+ i hN 1' 4 �r �; '`V'-• f"'
rT 1 �• .r'-tp\ Main: 919.829.9909
H4 Buffer 297 N/A N/A s 1 -,r t �Nw:,, >, y , �,. �r�j`�: ' �� ,i " X °,'`' • ���` ` wvuw.res.us
t. � i, V `,.�".' 5 AIM �,.,ti y_ i nJHS Buffer 924 N/A N/A �k' " # i' ? 4E �,''; , 4 a `" " ; �: �; En ineerin Services Provided B.. .� °moo ' <� ,: .., c J J YTotal 6 275 3 719 . , M' ,.:a�. .-' ''', ;t• t . x+ ''w�+k \ - ,. .,, . A,' RES Environmental O eratin Com an LLC
` ' =, ,,��, �, ' ) License: F 1428
�. �C - s- s \ 1 + r i .eitt rr ti,., \ \\ 1 • ,'t,rn . . ` J,� 9�I r 1 _ #_€ r : : • SEAL
,:,.
ILEACh Jh I —B ^; �: t �
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•
, mow.- S �O E o • j� '.�' ` ` � •
_ 9 F ' ; •b •',' - a SEAL
, }. , .N�G O LC a
'" 'it° '''''. 4-"0- kit.- —). /////1
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PROJECT NAME:
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JOHNSTON COUNTY, NORTH CAROLINA
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PROJECT MANAGER:
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PROJECT NAME:
STRAWBERRY HILL MITIGATION PROJECT
JOHNSTON COUNTY, NORTH CAROLINA
DRAWING TITLE:
REACH JH1
PROJECT NUMBER:
PROJECT MANAGER:
DESIGNED:
DRAWN:
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S2

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3600 Glenwood Ave, Suite 100
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AS -BUILT DRAWINGS
PROJECT NAME:
STRAWBERRY HILL MITIGATION PROJECT
JOHNSTON COUNTY, NORTH CAROLINA
DRAWING TITLE:
REACH JH1
PROJECT NUMBER:
PROJECT MANAGER:
DESIGNED:
DRAWN:
CHECKED:
101038
JRM
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S3

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5/13/2022
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AS -BUILT DRAWINGS
PROJECT NAME:
STRAWBERRY HILL MITIGATION PROJECT
JOHNSTON COUNTY, NORTH CAROLINA
DRAWING TITLE:
REACH JH1
PROJECT NUMBER:
PROJECT MANAGER:
DESIGNED:
DRAWN:
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3600 Glenwood Ave, Suite 100
Raleigh, NC 27612
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www.res.us
Engineering Services Provided By:
RES Environmental Operating Company, LLC
License: F-1428
SEAL
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REVISIONS: PLOT DATE:
5/13/2022
RELEASED FOR:
AS -BUILT DRAWINGS
PROJECT NAME:
STRAWBERRY HILL MITIGATION PROJECT
JOHNSTON COUNTY, NORTH CAROLINA
DRAWING TITLE:
REACH JH1
PROJECT NUMBER:
PROJECT MANAGER:
DESIGNED:
DRAWN:
CHECKED:
101038
JRM
BRC
BSH
BRC
SHEET NUMBER:
S5

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PROJECT NAME:
STRAWBERRY HILL MITIGATION PROJECT
JOHNSTON COUNTY, NORTH CAROLINA
DRAWING TITLE:
REACH JH1
PROJECT NUMBER:
PROJECT MANAGER:
DESIGNED:
DRAWN:
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AS -BUILT DRAWINGS
PROJECT NAME:
STRAWBERRY HILL MITIGATION PROJECT
JOHNSTON COUNTY, NORTH CAROLINA
DRAWING TITLE:
REACH JH1
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PROJECT MANAGER:
DESIGNED:
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5/13/2022
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AS -BUILT DRAWINGS
PROJECT NAME:
STRAWBERRY HILL MITIGATION PROJECT
JOHNSTON COUNTY, NORTH CAROLINA
DRAWING TITLE:
REACH JH2
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5/13/2022
RELEASED FOR:
AS -BUILT DRAWINGS
PROJECT NAME:
STRAWBERRY HILL MITIGATION PROJECT
JOHNSTON COUNTY, NORTH CAROLINA
DRAWING TITLE:
REACH J H 3-5
PROJECT NUMBER:
PROJECT MANAGER:
DESIGNED:
DRAWN:
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S9

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PROJECT NAME:
STRAWBERRY HILL MITIGATION PROJECT
JOHNSTON COUNTY, NORTH CAROLINA
DRAWING TITLE:
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FILE NAME:R:\Rescad\Projects\101038-Strawberry Hill\ABRL\101038_AB_Maintenance Sheets.dwg SAVED BY: Bcarroll
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REVISIONS: PLOT DATE:
5/13/2022
RELEASED FOR:
AS -BUILT DRAWINGS
PROJECT NAME:
STRAWBERRY HILL MITIGATION PROJECT
JOHNSTON COUNTY, NORTH CAROLINA
DRAWING TITLE:
MAINTENANCE COMPLETED
PROJECT NUMBER:
PROJECT MANAGER:
DESIGNED:
DRAWN:
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REVISIONS: PLOT DATE:
5/13/2022
RELEASED FOR:
AS -BUILT DRAWINGS
PROJECT NAME:
STRAWBERRY HILL MITIGATION PROJECT
JOHNSTON COUNTY, NORTH CAROLINA
DRAWING TITLE:
MAINTENANCE COMPLETED
PROJECT NUMBER:
PROJECT MANAGER:
DESIGNED:
DRAWN:
CHECKED:
101038
JRM
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SHEET NUMBER:
M2

FILE NAME:R:\Rescad\Projects\101038-Strawberry Hill\ABRL\Record Drawings\101038_RD_Cover.dwg SAVED BY: Tswartzfager
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PROJECT LOCATION
VICINITY MAP
NTS
PROJECT DIRECTORY
OWNER:
JEREMIAH DOW
NC DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF MITIGATION SERVICES
2 1 7 WEST JONES ST., SUITE 3000A
RALEIGH, NC 27603
DESIGNED $ CONSTRUCTED BY:
RESOURCE ENVIRONMENTAL SOLUTIONS, LLC
3600 GLENWOOD AVE, SUITE 100
RALEIGH, NC 27612
AS -BUILT SURVEY BY:
RESOURCE ENVIRONMENTAL SOLUTIONS, LLC
3600 GLENWOOD AVE, SUITE 100
RALEIGH, NC 27612
DMS PROJECT #:
CONTRACT #:
USACE ACTION ID #:
RFP #:
DWR #:
100094
7745
SAW-201 9-001 24
1 6-007576
20190159
STRAWBERRY HILL MITIGATION SITE AS -BUILT SURVEY
SEALED BY BRIAN S. HOCKETT, PLS (L-5 1 65) ON MAY 13,
2022.
STRAWBERRY HILL MITIGATION PROJECT
PROJECT LOCATION: 35.469170°,-78.312918°
JOHNSTON COUNTY, NORTH CAROLINA
NEUSE RIVER BASIN: HUC 030202201
MAY 2022
RESOURCE ENVIRONMENTAL SOLUTIONS, LLC
3600 GLENWOOD AVE, SUITE 100
RALEIGH, NC 27612
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Sheet
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OVERALL AERIAL VIEW
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S2
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S3
REACH JH1
S4
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MAINTENANCE COMPLETED
M2
MAINTENANCE COMPLETED
1
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36 00 Glenwood Ave, Suite 100
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www.res.us
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JRM
BRC
BSH
BRC
SHEET NUMBER:
####

l
Strawberry Hill Project Credits _- 4` ._
I.
Proposed Mitigation �. ;
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Reach Mitigation Type SMUs ti ^ i
Length(LF) Ratio
JH1-A Restoration 1,007 I : 1.0 I,0(l7 �. " �`.
JHl-B Restoration 1,054 1: I.0 1,007 `''
a \
Restoration 1,658 1: 1,0 1,658 ►' w+ at 3600 Glenwood Ave, Suite 100
JH2 Buffer 1,009 N/A N/A : .. fy't ' rMr Raleigh, NC 27612
JIB Buffer 326 N/A N/A „ : • 4fi ` Main: 919.829.9909
J H4 Buffer 297 NIA NIA - ;, ::14111:,,'4 (' \ , �\ �, www.res.us
JHS Buffer 924 N/A N/A p R ` .' '. :Total 6,275 3 719 I\�ACh Jh I -U yIs c # 4, , �t�a `#` :� � r r \
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FILE NAME:R:\Rescad\Projects\101038-S
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PROPOSED LOG STRUCTURE
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RECORD DRAWINGS
PROJECT NAME:
STRAWBERRY HILL MITIGATION PROJECT
JOHNSTON COUNTY, NORTH CAROLINA
DRAWING TITLE:
REACH JH1
PROJECT NUMBER:
PROJECT MANAGER:
DESIGNED:
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STRAWBERRY HILL MITIGATION PROJECT
JOHNSTON COUNTY, NORTH CAROLINA
DRAWING TITLE:
REACH JH1
PROJECT NUMBER:
PROJECT MANAGER:
DESIGNED:
DRAWN:
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S2

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3600 Glenwood Ave, Suite 100
Raleigh, NC 27612
Main: 919.829.9909
www.res.us
Engineering Services Provided By:
RES Environmental Operating Company, LLC
License: F-1428
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REVISIONS: PLOT DATE:
6/27/2022
RELEASED FOR:
RECORD DRAWINGS
PROJECT NAME:
STRAWBERRY HILL MITIGATION PROJECT
JOHNSTON COUNTY, NORTH CAROLINA
DRAWING TITLE:
REACH JH1
PROJECT NUMBER:
101038
PROJECT MANAGER:
JRM
DESIGNED:
BRC
DRAWN:
BSH
CHECKED:
TRS
SHEET NUMBER:
S3

FILE NAME:R:\Rescad\Projects\101038-Strawberry Hill\ABRL\Record Drawings\101038_RD_Design.dwg SAVED BY: Bcarroll
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3600 Glenwood Ave, Suite 100
Raleigh, NC 27612
Main: 919.829.9909
www.res.us
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RES Environmental Operating Company, LLC
License: F-1428
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REVISIONS: PLOT DATE:
6/27/2022
RELEASED FOR:
RECORD DRAWINGS
PROJECT NAME:
STRAWBERRY HILL MITIGATION PROJECT
JOHNSTON COUNTY, NORTH CAROLINA
DRAWING TITLE:
REACH JH1
PROJECT NUMBER:
PROJECT MANAGER:
DESIGNED:
DRAWN:
CHECKED:
101038
JRM
BRC
BSH
TRS
SHEET NUMBER:
S4

FILE NAME:R:\Rescad\Projects\101038-Strawberry Hill\ABRL\Record Drawings\101038_RD_Design.dwg SAVED BY: Bcarroll
0
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PROPOSED CONTOUR MINOR
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50
46
TOP OF BANK — — — — — TB —
BOTTOM OF BANK — — —
PROPERTY LINE
LIMITS OF CONSERVATION
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OF DISTURBANCE
PROPOSED BRUSH TOE PROTECTION
PROPOSED HAY BALE TOE PROTECTION
PROPOSED LOG STRUCTURE
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PROPOSED ROCK WOOD RIFFLE
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HAY BALE TOE PROTECTION
LOG SILL STRUCTURE
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NOTE: ALL SIGNIFICANT CHANGES FROM
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1
3600 Glenwood Ave, Suite 100
Raleigh, NC 27612
Main: 919.829.9909
www.res.us
Engineering Services Provided By:
RES Environmental Operating Company, LLC
License: F-1428
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REVISIONS: PLOT DATE:
6/27/2022
RELEASED FOR:
RECORD DRAWINGS
PROJECT NAME:
STRAWBERRY HILL MITIGATION PROJECT
JOHNSTON COUNTY, NORTH CAROLINA
DRAWING TITLE:
REACH JH1
PROJECT NUMBER:
PROJECT MANAGER:
DESIGNED:
DRAWN:
CHECKED:
101038
JRM
BRC
BSH
TRS
SHEET NUMBER:
S5

01038 RD Design.dwg SAVED BY: Bca
y Hill\ABRL\Record Drawings
FILE NAME:R:\Rescad\Projects\101038-S
REACH JH I -B
RESTORATION
STA 23+74 TO 40+32
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PROPOSED CONTOUR MAJOR 50
PROPOSED CONTOUR MINOR 46
CONTOUR MAJOR
CONTOUR MINOR
WETLAND
50
46
TOP OF BANK — — — — — TB -
BOTTOM OF BANK — — — - — BB -
PROPERTY LINE
LIMITS OF CONSERVATION
EASEMENT
PERMITTED LIMITS
OF DISTURBANCE
PROPOSED BRUSH TOE PROTECTION
PROPOSED HAY BALE TOE PROTECTION
PROPOSED LOG STRUCTURE
PROPOSED BRUSH BED SILL
PROPOSED ROCK WOOD RIFFLE
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HAY BALE TOE PROTECTION
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BRUSH BED SILL
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■...........■
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0
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VP#
NOTE: ALL SIGNIFICANT CHANGES FROM
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1
3600 Glenwood Ave, Suite 100
Raleigh, NC 27612
Main: 919.829.9909
www.res.us
Engineering Services Provided By:
RES Environmental Operating Company, LLC
License: F-1428
SEAL
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REVISIONS: PLOT DATE:
6/27/2022
RELEASED FOR:
RECORD DRAWINGS
PROJECT NAME:
STRAWBERRY HILL MITIGATION PROJECT
JOHNSTON COUNTY, NORTH CAROLINA
DRAWING TITLE:
REACH JH1
PROJECT NUMBER:
PROJECT MANAGER:
DESIGNED:
DRAWN:
CHECKED:
101038
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S6

01038 RD Design.dwg SAVED BY: Bca
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FILE NAME:R:\Rescad\Projects\101038-S
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NOTE: ALL SIGNIFICANT CHANGES FROM
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1
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3600 Glenwood Ave, Suite 100
Raleigh, NC 27612
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REVISIONS: PLOT DATE:
6/27/2022
RELEASED FOR:
RECORD DRAWINGS
PROJECT NAME:
STRAWBERRY HILL MITIGATION PROJECT
JOHNSTON COUNTY, NORTH CAROLINA
DRAWING TITLE:
REACH JH1
PROJECT NUMBER:
PROJECT MANAGER:
DESIGNED:
DRAWN:
CHECKED:
101038
JRM
BRC
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TRS
SHEET NUMBER:
S7
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REVISIONS: PLOT DATE:
6/27/2022
RELEASED FOR:
RECORD DRAWINGS
PROJECT NAME:
STRAWBERRY HILL MITIGATION PROJECT
JOHNSTON COUNTY, NORTH CAROLINA
DRAWING TITLE:
REACH JH2
PROJECT NUMBER:
PROJECT MANAGER:
DESIGNED:
DRAWN:
CHECKED:
101038
JRM
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BSH
TRS
SHEET NUMBER:
S8

FILE NAME:R:\Rescad\Projects\101038-Strawberry Hill\ABRL\Record Drawings\101038_RD_S8_S9 Sheets.dwg SAVED BY: Bcarroll
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REVISIONS: PLOT DATE:
6/27/2022
RELEASED FOR:
RECORD DRAWINGS
PROJECT NAME:
STRAWBERRY HILL MITIGATION PROJECT
JOHNSTON COUNTY, NORTH CAROLINA
DRAWING TITLE:
REACH JH3-5
PROJECT NUMBER:
PROJECT MANAGER:
DESIGNED:
DRAWN:
CHECKED:
101038
JRM
BRC
BSH
TRS
SHEET NUMBER:
S9

01038 RD Design.dwg SAVED BY: Bca
y Hill\ABRL\Record Drawings
FILE NAME:R:\Rescad\Projects\101038-S
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REVISIONS: PLOT DATE:
6/27/2022
RELEASED FOR:
RECORD DRAWINGS
PROJECT NAME:
STRAWBERRY HILL MITIGATION PROJECT
JOHNSTON COUNTY, NORTH CAROLINA
DRAWING TITLE:
DITCH TIE
PROJECT NUMBER:
PROJECT MANAGER:
DESIGNED:
DRAWN:
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FILE NAME:R:\Rescad\Projects\101038-Strawberry Hill\ABRL\Record Drawings\101038_RD_Maintenace Sheets.dwg SAVED BY: Bcarroll
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REVISIONS: PLOT DATE:
6/27/2022
RELEASED FOR:
RECORD DRAWINGS
PROJECT NAME:
STRAWBERRY HILL MITIGATION PROJECT
JOHNSTON COUNTY, NORTH CAROLINA
DRAWING TITLE:
MAINTENANCE COMPLETED
PROJECT NUMBER:
PROJECT MANAGER:
DESIGNED:
DRAWN:
CHECKED:
101038
JRM
BRC
BSH
TRS
SHEET NUMBER:
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FILE NAME:R:\Rescad\Projects\101038-Strawberry Hill\ABRL\Record Drawings\101038_RD_Maintenace Sheets.dwg SAVED BY: Bcarroll
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1
res
3600 Glenwood Ave, Suite 100
Raleigh, NC 27612
Main: 919.829.9909
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REVISIONS: PLOT DATE:
6/27/2022
RELEASED FOR:
RECORD DRAWINGS
PROJECT NAME:
STRAWBERRY HILL MITIGATION PROJECT
JOHNSTON COUNTY, NORTH CAROLINA
DRAWING TITLE:
MAINTENANCE COMPLETED
PROJECT NUMBER:
PROJECT MANAGER:
DESIGNED:
DRAWN:
CHECKED:
101038
JRM
BRC
BSH
TRS
SHEET NUMBER:
M2