20181271 Ver 1_Year 0 Monitoring Report_2021_20210927

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ID#* 20181271 Version* 1
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Erin Davis
Initial Review Completed Date 09/27/2021
Mitigation Project Submittal -9/27/2021
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17. Stream r Wetlands r Buffer r Nutrient Offset
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Kelly Phillips [e-mail]
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ID#:* 20181271 Version:*1
Existing IDI# Existing Version
Project Type: r DMS r Mitigation Bank
Project Name: Honey Mill Mitigation Site
County: Surry
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Mitigation As-Built Plans
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Lyon Hills_100085_MY0_2021.pdf 18.89MB
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BASELINE MONITORING LYON HILLS MITIGATION SITE
Wilkes County, NC
DOCUMENT AND AS-BUILT NCDEQ Contract No. 7620
BASELINE REPORT DMS Project Number 100085
USACE Action ID Number SAW-2018-01784
Final NCDWR Project Number 2018-1274 v1
Yadkin River Basin
H U C 03040101
RFP Number 16-007406
June 19, 2018
Data Collection Period:January- March 2021
Draft Submission Date:June 11, 2021
Final Submission Date:July 28, 2021
PREPARED FOR:
17474
NC Department of Environmental Quality
Division of Mitigation Services
1652 Mail Service Center
Raleigh, NC 27699-1652

PREPARED BY:
Iliciv41*
WILDLANDS
ENGINEERING
Wildlands Engineering, Inc.
312 West Mil!brook Road, Suite 225
Raleigh, NC 27609
Jason Lorch
[e-mail]
Phone: [phone]

WILDLANDS
ENGINEERING
July 28, 2021
Mr. Kelly Phillips
Project Manager
NCDEQ- Division of Mitigation Services
610 East Center Avenue, Suite 301
Mooresville, NC 28115
Subject: Draft As-Built Baseline Monitoring Report (MVO)for the
Lyon Hills Mitigation Site
Yadkin River Basin—CU#03040101
Wilkes County
DMS Project ID No. 100085
Contract#. 7620
Dear Mr. Phillips:
On July 16, 2021, Wildlands Engineering received comments from the North Carolina Division of
Mitigation Services (DMS) regarding the Draft As-Built Baseline Report dated June 11, 2021. The
following letter documents DMS feedback and Wildlands' corresponding responses and revisions to the
As-Built Report.
Report Cover:Add the river basin with CU#, RFP number and issuance date.
Response:River basin with CU#along with RFP and issuance date has been added.
1.3.1 Project Structure: Please check the SMU consistence between the As-Built and the Mitigation Plan
to verify the correct number of SM Us.
Response:SMUs have been updated to reflect the Mitigation Plan total of 5,304.783 stream credits.
Section 5 As-Built Condition—Fencing: Please indicate the Sheets where the revised fencing layout is
shown.
Response:Sheet numbers indicating fencing relocation has been added to Section 5:As-Built Condition.
Section 5.1 As-Built/Record Drawings: Log sills were substituted for boulder sills at several locations
during construction. Please discuss the overall benefits/risks associated with this change.
Response:Due to more availability of material, the boulder sills were switched out for log sills depending
on location. Log sills are able to be keyed into the banks further than boulder sills. However, log sills may
decay over a long period of time. In our experience, log sills tend to be more stable overall than boulder
sills. Based on best professional judgement, the overall benefit outweighs the negative impact logs sills
may have.
Table 1 Project Credits: Project credits are established in the Mitigation Plan.The Ell credits showing in
the As-Built have been increase from 2,100.450 to 2,115.650 SMU. Please review the credits presented
Wildlands Engineering,Inc. (P)919.851.9986 • 312 West Millbrook Road,Suite 225 • Raleigh,NC 27609

in the two documents and insure they are consistent, utilize the appropriate credit determination and
describe any deviations.
Response:SMUs have been updated to reflect the Mitigation Plan for a total of 5,304.783 stream credits.
This change has also been reflected in Figure 2, Figure 3, and Figure 3b.
Appendix 2 Visual Assessment Data—Figures 3 (a through c): Please isolate the aerial base map on its
own layer so it can be turned off in Adobe during review.
Response: Wildlands was not able to find a way to isolate the aerial base map in GIS. Turning off the
aerial imagery.
Appendix 2 Visual Assessment Data—Site Photographs: Please include a photograph of the perched
culvert along Hanks Branch.
Response: The perched culvert along Hanks Branch is included in the Culvert Crossing Photographs. There
is now a callout indicating the perched culvert and a reference in the report to Appendix 2.
Digital Deliverable:
Support Files/Stream/Photos: Please add photos of the perched culvert along Hanks Branch.
Response:A photograph of the perched culvert was submitted in the Draft Digital Deliverables. It is now
labeled Hanks Branch US—Perched.
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,
2_,____.
Jason Lorch, Monitoring Coordinator
Page 2

EXECUTIVE SUMMARY
Wildlands Engineering, Inc. (Wildlands) implemented a full delivery project at the Lyon Hills Mitigation
Site (Site)for the North Carolina Department of Environmental Quality Division of Mitigation Services
(DMS) to restore and enhance a total of 9,363 linear feet(LF) of perennial and intermittent streams in
Wilkes County, NC.The Site will generate 5,304.783 stream credits. All stream lengths were measured
along the stream centerline for stream credit calculations.The Site is located approximately 11 miles
northwest of the Town of Elkin (Figure 1) in the Yadkin Basin 8-Digit Hydrologic Unit Code (HUC)
03040101.The Site is located within a Targeted Local Watershed (TLW) as presented in the 2009 Upper
Yadkin Pee-Dee River Basin Restoration Priorities (RBRP)which highlights the importance of riparian
buffers for stream restoration projects (NC EEP, 2009).The Site is located in the East Prong Roaring River
12-digit HUC (030401010600) and NC Division of Water Resources (DWR) Subbasin 03-07-01. Sparks
Creek, Hanks Branch, and seven unnamed tributaries (UT1-UTS; UT3A; UTSA) are located on the Site.
The downstream drainage area of the Site is 6,131 acres.
The project goals established in the Mitigation Plan (July, 2020)were completed with careful
consideration of goals and objectives described in the Upper Yadkin Pee-Dee RBRP plan.The project
goals include:
• Exclude cattle from project streams;
• Reconnect channels with floodplains and riparian wetlands;
• Improve water quality;
• Restore/improve riparian buffers;
• Improve instream habitat; and
• Permanently protect the Site from harmful land uses.
The project will contribute to achieving the goals for the watershed listed in the Upper Yadkin Pee-Dee
RBRP and provide ecological benefits within the Yadkin Basin. While benefits such as habitat
improvement and geomorphic stability are limited to the Site, others, such as reduced pollutant and
sediment loading, have farther reaching effects.
Site construction and planting were completed in January and March 2021, respectively. As-built surveys
for stream and vegetation were conducted between January and March 2021. No major adjustments
were made during construction. Baseline (MVO) profiles and cross-section dimensions closely match the
design parameters. Cross-section widths and pool depths occasionally deviate from the design
parameters but fall within a normal range of variability for natural streams.The Site has been built as
designed and is expected to meet the upcoming monitoring year's performance criteria.
The 20.720 acre Site is protected by a permanent conservation easement with six internal easement
breaks for landowner access across the stream channels.The culvert crossing along Hanks Branch was
installed on bedrock, and material below the downstream invert washed away during a major storm
event after construction.The culvert is now perched but will be fixed by installing a log sill downstream
to back up water into the pipe. Fencing was installed at a one-foot offset from the conservation
easement and along roads within the internal easement breaks. In three specific areas noted on the as-
built plan set fencing was installed just within the easement boundary. In all three locations,the fence
has been moved outside the easement at the appropriate offset since the survey was completed.
Lyon Hills Mitigation Site
Baseline Monitoring Document and As-Built Baseline Report-Final i

LYON HILLS MITIGATION SITE
Baseline Monitoring Document and As-Built Baseline Report
TABLE OF CONTENTS
Section 1: PROJECT GOALS, BACKGROUND,AND ATTRIBUTES 1-2
1.1 Project Location and Setting 1-2
1.2 Project Goals and Objectives 1-2
1.3 Project Structure, Restoration Type, and Approach 1-3
1.3.1 Project Structure 1-4
1.3.2 Restoration Type and Approach 1-4
1.4 Project History, Contacts, and Attribute Data 1-5
Section 2: PERFORMANCE STANDARDS 2-1
2.1 Streams 2-1
2.1.1 Dimension 2-1
2.1.2 Pattern and Profile 2-1
2.1.3 Substrate 2-1
2.1.4 Photo Documentation 2-1
2.1.5 Hydrology Documentation 2-1
2.2 Vegetation 2-2
2.3 Visual Assessment 2-2
2.4 Schedule and Reporting 2-2
Section 3: MONITORING PLAN 3-1
3.1 Stream 3-1
3.1.1 Dimension 3-1
3.1.2 Pattern and Profile 3-1
3.1.3 Substrate 3-1
3.1.4 Photo Reference Points 3-1
3.1.5 Hydrology Documentation 3-2
3.1.6 Visual Assessment 3-2
3.2 Vegetation 3-2
Section 4: LAND MANAGEMENT AND CONTINGENCY PLAN 4-1
4.1 Stream 4-1
4.2 Vegetation 4-1
4.3 Site Boundary 4-1
Section 5: AS-BUILT CONDITION (BASELINE) 5-1
5.1 As-Built/Record Drawings 5-1
5.1.1 Sparks Creek 5-1
5.1.2 Hanks Branch Reach 1 5-1
5.1.3 Hanks Branch Reach 2 5-1
5.1.4 Hanks Branch Reach 3 5-2
5.1.5 UT1 5-2
5.1.6 UT2 5-2
5.1.7 UT3 Reach 1 5-2
5.1.8 UT3 Reach 2 5-2
5.1.9 UT3 Reach 3 5-2
5.1.10 UT3 Reach 4 5-2
5.1.11 UT3A 5-2
5.1.12 UT4 Reach 1 5-2
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5.1.13 UT4 Reach 2 5-2
5.1.14 UT4 Reach 3 5-2
5.1.15 UT5 Reach 1 5-2
5.1.16 UT5 Reach 2 5-3
5.1.17 UT5A 5-3
5.2 Baseline Data Assessment 5-3
5.2.1 Morphological State of the Channel 5-3
5.2.2 Hydrology 5-3
5.2.3 Vegetation 5-3
Section 6: REFERENCES 6-1
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TABLES
Table 1: Mitigation Goals and Objectives—Lyon Hills Mitigation Site 1-3
Table 2: Restoration Type and Approach Per Reach—Lyon Hills Mitigation Site 1-4
APPENDICES
Appendix 1 General Figures and Tables
Figure 1 Project Vicinity Map
Figure 2 Project Component/Asset Map
Table 1 Project Components and Mitigation Credits
Table 2 Project Activity and Reporting History
Table 3 Project Contact Table
Table 4 Project Information and Attributes
Table 5 Monitoring Component Summary
Appendix 2 Visual Assessment Data
Figure 3 Monitoring Plan View Key
Figure 3a-c Monitoring Plan View
Stream Photographs
Vegetation Plot Photographs
Culvert Crossing Photographs
Appendix 3 Vegetation Plot Data
Table 6 Planted and Total Stem Counts
Appendix 4 Morphological Summary Data and Plots
Table 7a-d Baseline Stream Data Summary
Table 8 Morphology and Hydraulic Summary(Dimensional Parameters—Cross-Section)
Longitudinal Profile Plots
Cross-Section Plots
Reachwide and Cross-Section Pebble Count Plots
Appendix 5 As-Built and Record Drawings
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Section 1: PROJECT GOALS, BACKGROUND, AND ATTRIBUTES
1.1 Project Location and Setting
The Lyon Hills Mitigation Site (Site) is in a rural area of the Yadkin River Basin (Cataloging Unit 03040101)
in Northeast Wilkes County approximately 11 miles northwest of the Town of Elkin at coordinates
36.32924 degrees N and 81.01018 degrees W(Figure 1).The Site is on an active cattle farm in the
Piedmont, at the foothills of the Blue Ridge Mountains and near the break between the Piedmont and
mountain physiographic regions.
The Site contains a network of streams that range in drainage area from five acres to 9.58 square miles.
These include a portion of Sparks Creek, Hanks Branch (tributary to Sparks Creek), five unnamed
tributaries to Hanks Branch; four of which originate within the project limits, and two unnamed
tributaries to Sparks Creek. Sparks Creek and its tributaries are located within the East Prong Roaring
River 12-digit HUC(030401010600).The site is within a targeted local watershed (TLW) but is not in a
local watershed planning (LWP) area.The HUC is described in the 2009 Upper Yadkin Pee-Dee River
Basin Restoration Priorities (RBRP) document (NC EEP, 2009). According to the RBRP, agricultural land
use, including 30 animal operations, is a major stressor to aquatic resources in the lower portion of the
HUC. Degraded riparian buffers are also noted as a significant stressor. Stressors described for the 8-
digit CU include erosion and sedimentation (including erosion from pasture lands), which lead to aquatic
habitat degradation.Turbidity and fecal coliform bacteria violations have been documented across the
CU.The Site is located in DWR Subbasin 03-07-01.The 2008 Yadkin Pee-Dee River Basinwide Water
Quality Plan (NC DWR, 2008) indicates that fecal coliform concentrations often exceeded the maximum
regulatory limit in the CU which creates a potential health risk.The plan also notes major stressors in the
Yadkin River Basin include excessive sedimentation and changes in hydrology and geomorphology due
to urban development and agriculture. Agriculture was identified in the plan as the most significant
stressor leading to water quality degradation in the Yadkin River basin.
The Site is located in the Blue Ridge Belt of the Piedmont physiographic province.The Blue Ridge Belt is
composed of sedimentary and metamorphic rocks.The underlying geology of the Site and most of the
watersheds is the Alligator Back Formation,which are Late Proterozoic aged rocks primarily consisting of
gneiss and secondary geology consisting of conglomerate (NCGS, 1985). Gneiss geologic units are
foliated rock formed by regional metamorphism and conglomerate geologic units are coarse-grained
clastic sedimentary rock.A portion of the Sparks Creek watershed is underlain by quartz diorite to
granodiorite formation of Devonian age.These rocks are igneous intrusive rocks of felsic composition.
Prior to construction activities, cattle had full access to all streams at the Site.The continual cattle
access led to bank erosion,trampling of bed features, fining of substrate material, animal waste in the
streams, and reduced habitat quality. Additionally, several of the tributaries to Hanks Branch had active
head cuts or nick points arrested by tree roots or bedrock features indicating that vertical incision was
occurring, leading to deeply entrenched channels. Hanks Branch itself had been impacted by recent high
flow events, including large storms in 2018. A culvert crossing was destroyed, and bank erosion became
more severe in a few isolated locations.Table 4 in Appendix 1 and Tables 7a-d in Appendix 4 present
additional information on pre-restoration conditions.
1.2 Project Goals and Objectives
The project is intended to provide numerous ecological benefits within the Yadkin River Basin. While
benefits such as habitat improvement and geomorphic stability are limited to the Site, reduced nutrient
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Baseline Monitoring Document and As-Built Baseline Report-Final 1-2

and sediment loading have farther reaching effects.Table 1 below describes expected outcomes to
water quality and ecological processes associated with the project goals and objectives.These goals
were established and completed with careful consideration of goals and objectives described in the
RBRP and to meet the DMS mitigation needs while maximizing the ecological and water quality uplift
within the watershed.
Table 1: Mitigation Goals and Objectives—Lyon Hills Mitigation Site
Goal Objectives Expected Outcomes
Construct stream channels that will Reduce erosion and sediment inputs;
maintain a stable pattern and profile
Improve the stability maintain appropriate bed forms and
considering hydrologic and sediment inputs
of stream channels to the system; install bank revetments and sediment size distribution; support water
grade control; install bank vegetation. quality and habitat goals.
Reduce shear stress on channel; hydrate
adjacent wetland areas and vernal pools;
Reconnect channels Reconstruct stream channels with filter pollutants out of overbank flows;
with floodplains and appropriate bankfull dimensions and depth provide surface storage of water on
riparian wetlands relative to the existing floodplain. floodplain; increase groundwater recharge
while reducing outflow of stormwater;
support water quality and habitat goals.
Install habitat features such as cover logs,
log sills, and brush toes into Support biological communities and
Improve instream restored/enhanced streams. Add woody processes. Provide aquatic habitats for
habitat materials to channel beds. Construct a diverse populations of aquatic organisms.
variety of riffle features and pools of
varying depth. Fence out livestock.
Reduce sediment and nutrient inputs from
Stabilize stream banks. Plant riparian stream banks; reduce sediment, nutrient,
Improve water buffers with native trees. Construct BMPs and bacteria inputs from pasture runoff;
quality to treat pasture runoff. Fence out livestock. keep livestock out of streams,further
reducing pollutants in project streams.
Provide a canopy to shade streams and
Restore/improve Plant native tree species in riparian zone reduce thermal loadings;stabilize stream
riparian buffers where currently insufficient. banks and floodplain;support water
quality and habitat goals.
Permanently protect Ensure that development and agricultural
the project site from Establish conservation easements on the uses that would damage the site or reduce
harmful uses Site. the benefits of the project are prevented.
1.3 Project Structure, Restoration Type, and Approach
The final Mitigation Plan was approved in July 2020. Construction activities were completed by
Wildlands Construction in January 2021.The baseline as-built survey was completed by Kee Mapping
and Surveying in February 2021.The planting was completed by Bruton Natural Systems, Inc. in March
2021. Refer to Appendix 1 for detailed Project Activity, History, Contact Information, and
Watershed/Site Background Information.
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Baseline Monitoring Document and As-Built Baseline Report-Final 1-3

1.3.1 Project Structure
The project provides 5,304.783 stream credits. Refer to Figure 2 for the Project Component/Asset Map
for the stream restoration feature exhibits and Table 1 in Appendix 1 for the Project Components and
Mitigation Credits for the Site.
1.3.2 Restoration Type and Approach
The design streams were restored to the appropriate type based on the surrounding landscape, climate,
and natural vegetation communities but also with strong consideration to existing watershed
conditions.The project consists of the stream restoration and enhancement activities as described
below(Table 2) and illustrated in Figure 2.
Table 2: Restoration Type and Approach Per Reach—Lyon Hills Mitigation Site
Stream Reach Primary Treatment Restoration Activities
Stressors/Impairments Approach
Sparks --- Cattle access Enhancement II Fencing out cattle, replanting buffers
Creek
Localized bank repairs, creating
Reach 1 Cattle access Enhancement II floodplain bench at upstream end,
fencing out cattle
Hanks Cattle access, areas of Fencing out cattle, bank repairs where
Branch Reach 2 lateral instability, lack of Enhancement II needed, add wood to channel,
buffer on right floodplain replanting buffers
Channelization, incision, Fencing out cattle, creating floodplain
Reach 3 Enhancement I
sparse/narrow buffers bench, replanting buffers
Severe erosion and cattle
UT1 trampling, poor buffer Restoration— Restoring dimension, pattern, and
quality/lack of buffer
Priority 1 profile, replanting buffers
UT2 --- Cattle access Enhancement II Fencing out cattle
Cattle access, active head
Reach 1 cutting and incision, bank Restoration— Restoring dimension, pattern, and
erosion, poor buffers Priority 1 profile, replanting buffers
Reach 2 Cattle access, some Enhancement II Fencing out cattle, replanting buffers,
UT3 incision, poor buffers localized bank repairs
Cattle access, incision,
Reach 3 bank erosion, poor Restoration— Restoring dimension, pattern, and
buffers Priority 1 profile, replanting buffers
Reach 4 Cattle access, poor Enhancement II Fencing out cattle, replanting buffers
buffers
UT3A --- Cattle access, some Enhancement II Fencing out cattle, replanting buffers
incision, poor buffers
Cattle access, incision,
Reach 1 bank erosion, poor Restoration— Restoring dimension, pattern, and
buffers Priority 1 profile, replanting buffers
UT4 Reach 2 Cattle access, some Enhancement II Fencing out cattle, stabilizing head cuts,
incision, poor buffers replanting buffers
Severe erosion and cattle
Reach 3 trampling, poor buffer Restoration— Restoring dimension, pattern, and
quality/lack of buffer Priority 1 profile, replanting buffers
UT5 Reach 1 Cattle access, incision Enhancement II Fencing out cattle
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Baseline Monitoring Document and As-Built Baseline Report-Final 1-4

Stream Reach Primary Treatment Restoration Activities
Stressors/Impairments Approach
Severe erosion and cattle
trampling, poor buffer Restoration— Restoring dimension, pattern, and
Reach 2 profile, replanting buffers, removing
Priority
quality/lack of buffer, 1 impoundment
impoundment
UT5A --- Cattle access, incision Enhancement II Fencing out cattle
The design approach for this Site utilized a combination of analog and analytical approaches for stream
restoration. Reference reaches were identified to serve as the basis for design parameters. Channels
were sized based on design discharge hydrologic analysis. Designs were then verified and/or modified
based on a sediment transport analysis.This approach has been used on many successful Piedmont
restoration projects (Underwood, Foust, Holman Mill, Maney Farm, and Agony Acres Mitigation Sites)
and is appropriate for the goals and objectives for this Site.
The morphologic design parameters are shown in Appendix 4,Tables 7a -7d for the restoration reaches,
and fall within the ranges specified for B4/C4b/C4 streams (Rosgen, 1996).The specific values for the
design parameters were selected based on designer experience and judgment and were verified with
morphologic data form reference reach data sets.
1.4 Project History, Contacts, and Attribute Data
The Site was restored by Wildlands Engineering through a full delivery contract with DMS.Tables 2, 3,
and 4 in Appendix 1 provide detailed information regarding the Project Activity and Reporting History,
Project Contacts, and Project Information and Attributes.
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Baseline Monitoring Document and As-Built Baseline Report-Final 1-5

Section 2: PERFORMANCE STANDARDS
The stream performance standards for the project will follow approved standards presented in the
Wilmington District Stream and Wetland Compensatory Mitigation Updated in October 2016 by the
North Carolina Interagency Review Team (NCIRT). Annual monitoring and semi-annual site visits will be
conducted by qualified personnel to assess the condition of the project. Specific performance standard
components are proposed for stream morphology, hydrology, and vegetation. Performance standards
will be evaluated throughout the seven-year post-construction monitoring period.
2.1.1 Dimension
Riffle cross-sections on the restoration reaches should be largely stable and should only show minor
changes in bankfull area, maximum depth ratio, and width-to-depth ratio. Per guidance, bank height
ratios shall not exceed 1.2 for all restored streams, and entrenchment ratios shall be at least 1.4 (B
channels) and 2.2 (C channels)to be considered stable. Riffle cross-sections should largely fall within the
parameters defined for channels of that stream classification. If any changes do occur, these changes
will be evaluated to assess whether the stream channel is showing signs of instability. Indicators of
instability include a vertically incising thalweg or eroding channel banks. Changes in the channel that
indicate a movement toward stability or enhanced habitat include a decrease in the width-to-depth
ratio in meandering channels or an increase in pool depth. Remedial action would not be taken if
channel changes indicate a movement toward stability.
2.1.2 Pattern and Profile
Visual assessments and photo documentation should indicate that streams are remaining stable and do
not indicate a trend toward vertical or lateral instability.
2.1.3 Substrate
Channel substrate materials will be sampled in restoration and enhancement I reaches using the reach-
wide pebble count method. Reaches should show maintenance of coarser substrate in the riffles than in
the pools. Riffle cross-section pebble counts were conducted during as-built baseline monitoring and will
not be conducted during annual monitoring unless observations indicate a trend toward finer substrate
and a comparison is needed.
2.1.4 Photo Documentation
Photographs should illustrate the Site's vegetation and morphological stability on an annual basis. Cross-
section photos should demonstrate no excessive erosion or degradation of the banks. Longitudinal
photos should indicate the absence of persistent bars within the channel or vertical incision. Grade
control structures should remain stable. Deposition of sediment on the bank side of vane arms is
preferable. Maintenance of scour pools on the channel side of vane arms is expected.
2.1.5 Hydrology Documentation
The occurrence of bankfull events will be documented throughout the monitoring period. Four bankfull
flow events must be documented within the seven-year monitoring period and individual events must
occur in separate years. Stream monitoring will continue until performance standards in the form of
four bankfull events in separate years have been documented.
All intermittent streams must demonstrate a minimum of 30 days of continuous flow on an annual basis
during the monitoring period. A minimum of 30 days of continuous flow is targeted for UT4 Reach 1.
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Baseline Monitoring Document and As-Built Baseline Report-Final 2-1

!.2 Vegetation
Vegetative performance for riparian buffers associated with the stream restoration component of the
project (buffer widths 0—30ft)will be in accordance with the Stream Mitigation Guidelines issued
October 2016 by the USACE and NCIRT.The success criteria is an interim survival rate of 320 planted
stems per acre at the end of monitoring year three (MY3), 260 stems per acre at the end of MY5, and a
final vegetation survival rate of 210 stems per acre at the end of MY7. Planted vegetation must average
10 feet in height in each plot at the end of the seventh year of monitoring. Vegetation monitoring will
be conducted between July 1st and the end of the of the growing season. Individual plot data will be
provided and will include height, density,vigor, damage (if any), and survival. In fixed vegetation plots,
planted woody stems will be marked annually as needed and given a coordinate, based off a known
origin so they can be found in succeeding monitoring years. Mortality will be determined from the
difference between the previous year's living planted stems and the current year's living planted stems.
The extent of invasive species coverage will be monitored and controlled as necessary throughout the
required monitoring period (MY7).
0.3 Visual Assessment
Visual assessments should support the specific performance standards for each metric as described
above.
2.4 Schedule and Reporting
Monitoring reports will be prepared in the fall of each year of monitoring and submitted to DMS. Based
on the DMS Annual Monitoring Report Template (June, 2017), the monitoring reports will include the
following:
• Project background which includes project objectives, project structure, restoration type and
approach, location and setting, history and background;
• Monitoring Current Condition Plan View(CCPV) maps with major project elements noted such
as grade control structures,vegetation plots, permanent cross-sections, and crest/flow gages;
• Photographs showing views of the restored Site taken from fixed point stations;
• Assessment of the stability of the Site based on the cross-sections;
• Vegetative data as described above including the establishment of any undesirable plant
species;
• A description of damage by animals or vandalism; and
• Maintenance issues and recommended remediation measures will be detailed and documented.
Lyon Hills Mitigation Site
Baseline Monitoring Document and As-Built Baseline Report-Final 2-2

Section 3: MONITORING PLAN
Monitoring will consist of collecting morphological, hydrologic, and vegetative data to assess the project
performance based on the restoration goals and objectives on an annual basis until performance criteria
have been met.The performance of the project will be assessed using measurements of the stream
channel's dimension, substrate composition, permanent photographs, surface water hydrology, and
vegetation.Any areas identified as high priority problems, such as streambank instability,
aggradation/degradation, or lack of vegetation establishment will be evaluated on a case-by-case basis.
The problem areas will be visually noted, and remedial actions will be discussed to determine a plan of
action. A remedial action plan will be submitted if maintenance is required.The monitoring period will
extend seven years beyond completion of construction or until performance criteria have been met.
3.1 Stream
Geomorphic assessments will follow guidelines outlined in the Stream Channel Reference Sites: An
Illustrated Guide to Field Techniques (Harrelson et al., 1994), methodologies utilized in the Rosgen
stream assessment and classification document (Rosgen, 1994 and 1996), and in the Stream
Restoration: A Natural Channel Design Handbook(Doll et al, 2003). Refer to Figure 3 in Appendix 2 and
Record Drawings in Appendix 5 for monitoring locations discussed below.
3.1.1 Dimension
A total of eleven cross-sections were installed along the stream restoration and enhancement I reaches.
Two cross-sections were installed per 1,000 linear feet of stream restoration work, with riffle and pool
sections in proportion to IRT guidance. Each cross-section was permanently marked with pins to
establish its location. Cross-section surveys include points measured at all breaks in slope; including top
of bank, bankfull, edge of water, and thalweg to monitor any deviations in dimension. Annual cross-
section surveys will be conducted in monitoring years MY1, MY2, MY3, MYS, and MY7. Photographs will
be taken annually of the cross-sections looking upstream and downstream.
3.1.2 Pattern and Profile
Longitudinal profile surveys will not be conducted during the seven-year monitoring period unless other
indicators during the annual monitoring show a trend toward vertical and lateral instability. If a
longitudinal profile is deemed necessary, monitoring will follow standards as described in the DMS
Monitoring Requirements and Performance Standards for Stream and/or Wetland Mitigation (DMS,
2011) and the 2003 USACE and NCDWR Stream Mitigation Guidance for the necessary reaches. Stream
pattern and profile will be assessed visually as described below in section 3.1.6.
3.1.3 Substrate
A reach-wide pebble count will be performed in seven reaches (Hanks Branch Reach 3, UT1, UT3 Reach 1
and 2, UT4 Reach 1 and 3, and UT5 Reach 2) during monitoring years 1, 2, 3, 5, and 7 for classification
purposes and to show that riffles remain coarser than pools. Riffle cross-section pebble counts will only
be conducted during as-built baseline monitoring unless observations indicate a trend toward finer
substrate and a comparison is needed in future monitoring years.
3.1.4 Photo Reference Points
A total of 34 permanent photograph reference points were established along the stream reaches after
construction. Permanent markers were established so that the same locations and view directions on
the Site are photographed each year. Longitudinal stream photographs will be taken looking upstream
and downstream once a year to visually document stability. Cross-sectional photos will be taken at each
Lyon Hills Mitigation Site
Baseline Monitoring Document and As-Built Baseline Report-Final 3-1

permanent cross-section looking upstream and downstream. Representative digital photos of each
permanent photo point will be taken on the same day the stream assessments are conducted.
3.1.5 Hydrology Documentation
Five automated crest gages were installed on Site. Crest gages were installed in or near surveyed riffle
cross-sections (Hanks Branch, UT3, UT4 and UT5) or survey control points (UT1). Crest gage data will be
downloaded during site visits to determine if a bankfull event has occurred since the last visit.
Additionally, photographs will be collected to document the occurrence of debris lines and sediment
deposition as evidence of bankfull events.
One automated flow gage was installed on UT4 Reach 1. Flow gage data will be downloaded during site
visits to determine if the reach has 30 days of continuous flow.
3.1.6 Visual Assessment
Visual assessments will be performed at the Site on a semi-annual basis during the seven-year
monitoring period. Problem areas will be noted such as channel instability(i.e., lateral and/or vertical
instability, in-stream structure failure/instability and/or piping, or headcuts), vegetated health (i.e., low
stem density,vegetation mortality, invasive species or encroachment), beaver activity, or livestock
access. Areas of concern will be mapped and accompanied by a written description in the annual report.
Problem areas will be re-evaluated during each subsequent visual assessment. Should remedial actions
be required, recommendations will be provided in the annual monitoring report.
3.2 Vegetation
Planted woody vegetation will be monitored in accordance with the guidelines and procedures
developed by the Carolina Vegetation Survey-EEP Level 2 Protocol (Lee et al., 2006)to monitor and
assess the planted woody vegetation. A total of nine standard 10 meter by 10 meter and 5 meter by 20
meter vegetation plots were established within the project easement area to monitor vegetation health
across the Site.
Vegetation plots were randomly established between the conservation easement boundaries and five
feet from the top of stream banks. Fixed vegetation plot corners have been marked and are recoverable
either through field identification or with the use of a GPS unit. Reference photographs were taken at
the origin looking diagonally across the plot to the opposite corner during the baseline monitoring in
March 2021. Subsequent annual assessments following the baseline survey will capture the same
reference photograph locations. Planted woody stems will be marked annually, as needed, based off a
known origin so they can be found in subsequent monitoring years.
Species composition, density, and survival rates will be evaluated on an annual basis by plot and for the
entire Site. Individual plot data will be provided and will include height, density,vigor, damage (if any),
and survival. Mortality will be determined from the difference between the baseline year's living planted
stems and the current year's living planted stems. Vegetation surveys will be conducted during
monitoring years 1, 2, 3, 5, and 7.
Lyon Hills Mitigation Site
Baseline Monitoring Document and As-Built Baseline Report-Final 3-2

Section 4: LAND MANAGEMENT AND CONTINGENCY PLAN
Wildlands will perform maintenance as needed at the Site. A physical inspection of the Site shall be
conducted a minimum of once per year throughout the post-construction monitoring period until
performance standards are met.These site inspections may identify components and features that
require routine maintenance. Routine maintenance should be expected most often in the first two years
following construction and may include one or more of the following components.
4.1 Stream
Stream problem areas will be mapped and included in the CCPV as part of the annual stream
assessment. Stream problems areas may include bank erosion, structure failure, beaver dams,
aggradation/degradation, etc. Routine channel maintenance and repair activities may include chinking
of in-stream structures to prevent piping, securing loose coir matting, and supplemental installations of
live stakes and other target vegetation along the channel. Areas where storm water runoff flows into the
channel may also require maintenance to prevent bank failures and head-cutting.
4.2 Vegetation
Vegetation shall be maintained to ensure the health and vigor of the targeted community. Vegetative
problem areas will be mapped and included in the CCPV as part of the annual vegetation assessment.
Vegetation problem areas may include planted vegetation not meeting performance criteria, persistent
invasive species, barren areas with little to no herbaceous cover, or grass suffocation/crowding of
planted stems. Routine vegetation maintenance and repair activities may include supplemental planting,
pruning, mulching, and fertilizing. Exotic invasive plant species shall be controlled by mechanical and/or
chemical methods. Any vegetation control requiring herbicide application will be performed in
accordance with NC Department of Agriculture rules and regulations.
4.3 Site Boundary
Site boundary issues will be mapped and included in the CCPV as part of the annual visual assessment.
Site boundaries shall be identified in the field to ensure clear distinction between the Site and adjacent
properties. Boundaries are marked with conservation easement signs. Boundary markers disturbed,
damaged, or destroyed will be repaired and/or replaced on an as needed basis.
Lyon Hills Mitigation Site
Baseline Monitoring Document and As-Built Baseline Report-Final 4-1

Section 5: AS-BUILT CONDITION (BASELINE)
The Site construction and as-built surveys were completed in January and February 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.
Out of the six internal easement breaks, one culvert crossing became perched (Appendix 2 Culvert
Crossing Photographs) after a major storm event.The culvert crossing along Hanks Branch was installed
on bedrock, and material below the downstream invert washed away, thus creating a perched culvert.
To amend the perched culvert, one log sill will be installed downstream to create backwater into the
culvert.
Fencing was completed in March 2021. During survey, three areas were discovered to be installed
slightly inside the conservation easement.These included a 185 linear foot section at the top of Sparks
Creek, a 135 linear foot section at the top of UT5, and a 98 linear foot section along the top of UT5A.
These locations can be found in Appendix 5 As-Built and Record Drawings: Sheet 4.07 and Sheet 4.17. In
each of these areas,the fence has been moved to the appropriate one-foot offset outside the easement
since the survey was completed.Two 95 linear foot sections of fencing along the stream crossing on
Sparks Creek were not installed to comply with the landowner's request. Sparks Creek has a drainage
area of 9.5 square miles and frequently floods. Fencing across Sparks Creek would catch debris and most
likely fail during storm events. To avoid frequent repairs this section of fencing was not installed. Based
on discussions with the landowner, gates on both sides of the Sparks Creek crossing will remain closed
when not actively moving cattle. Cattle will actively be supervised when crossing Sparks Creek to
prevent them from accessing the easement.
5.1 As-Built/Record Drawings
A sealed, half-size set of record drawings are located in Appendix 5 which includes the post-construction
survey, alignments, structures, and monitoring features. No significant field adjustments were made
during construction that differ from the design plans. Minimal adjustments were made during
construction,where needed, based on field evaluation and are listed below. No deviations were made
to the planting list.
5.1.1 Sparks Creek
• STA 100+98- 101+07—brush toe installed to increase bank stability.
5.1.2 Hanks Branch Reach 1
• STA 200+56—rock floodplain outlet added to stabilize streambank where flow enters channel
from floodplain;
• STA 201+97- 202+44—40 LF realigned to stabilize channel;
• STA 202+47 rock floodplain outlet added to stabilize streambank where flow enters channel
from floodplain; and
• STA 210+14—rock floodplain outlet added to stabilize streambank where flow enters channel
from floodplain.
5.1.3 Hanks Branch Reach 2
• STA 219+54—rock vane replaced with log J-hook due to need for in-stream stability;
• STA 219+38- 221+84—193 LF realigned to stabilize channel;
• STA 221+30- 221+70—boulder toe replaced with brush toe due to extra brush available at this
location;
Lyon Hills Mitigation Site
Baseline Monitoring Document and As-Built Baseline Report-Final 5-1

• STA 225+82—floodplain outlet not installed due to adequate stability on bank; and
5.1.4 Hanks Branch Reach 3
• No deviations from design.
5.1.5 UT1
• STA 303+09—boulder sill substituted with log sill due to extra log available;
• STA 306+40-306+60—boulder toe extended to provide additional bank stability;
• STA 307+26 -307+36—brush toe not installed due to adequate stability; and
• STA 307+98 -308+05—log sill and brush toe not installed due to adequate stability.
5.1.6 UT2
• No deviations from design.
5.1.7 UT3 Reach 1
• STA 500+00-500+12—sod mats installed on both banks to increase bank stability downstream
of UT3 BMP;
• STA 502+05—rock floodplain outlet added to stabilize flow from wetland; and
• STA 504+95—rock floodplain outlet added to stabilize streambank where flow enters channel
from floodplain.
5.1.8 UT3 Reach 2
• STA 506+53 -506+77—21 LF realigned to stabilize channel; and
• STA 509+36—log sill installed as grade control to increase depth of downstream pool.
5.1.9 UT3 Reach 3
• STA 511+58 and 511+66—boulder sills substituted with log sills due to extra logs available; and
• STA 517+28 -517+52—23 LF realigned to stabilize channel.
5.1.10 UT3 Reach 4
• No deviations from design.
5.1.11 UT3A
• No deviations from design.
5.1.12 UT4 Reach 1
• No deviations from design.
5.1.13 UT4 Reach 2
• No deviations from design.
5.1.14 UT4 Reach 3
• STA 607+74—boulder sill substituted with log sill due to extra logs available; and
• STA 607+99—boulder sill substituted with log sill due to extra logs available.
5.1.15 UT5 Reach 1
• No deviations from design.
Lyon Hills Mitigation Site
Baseline Monitoring Document and As-Built Baseline Report-Final 5-2

5.1.16 UT5 Reach 2
• STA 805+90—log sill substituted with boulder sill due to extra rock available;
• STA 806+43—806+53—boulder toe substituted with brush toe due to extra brush at this
location and adequate stability; and
• STA 807+51—boulder sill substituted with log sill due to extra logs available.
5.1.17 UTSA
• No deviations from design.
:,2 Baseline Data Assessment
Baseline monitoring(MYO)was conducted between February and March 2021.The first annual
monitoring assessment(MY1)will be completed in late 2021.The streams will be monitored for a total
of seven years, with the final monitoring activities concluding in 2027.The close-out for the Site will be
conducted in 2028 given the performance criteria have been met.
5.2.1 Morphological State of the Channel
Refer to Appendix 2 for stream photographs and Appendix 4 for summary data tables and morphological
plots.
Profile
The MYO longitudinal profiles closely match the design profile. On the design profiles, pools and riffles
were depicted as straight lines with consistent slopes.The as-built surveyed profiles are not as
consistent in slope due to natural deposition and scour. Pool and riffle depths and slopes are expected
to be maintained near design parameter values.The variations in slope and depth do not constitute a
problem or indicate a need for remedial actions and will be assessed visually during the site walks.
Dimension
The MYO channel dimensions fall within the tolerance of specified design parameter ranges.The
channels are expected to maintain dimensions of the designed Rosgen type channel (B4/C4b/C4).
Summary data and cross-section plots of each project reach are included in Appendix 4.
Pattern
The MYO pattern metrics fall within the design parameter ranges for all reaches. No major changes to
design alignments were made during construction. Pattern data will be evaluated in MY5 if channel
dimensions or profile indicate that significant geomorphic changes have occurred.
Sediment Transport
As-built shear stress and velocities are similar to design calculations and should reduce the risk of
further erosion along the reaches.The as-built condition for each of these reaches indicates an overall
increase in substrate particle size (Appendix 4).The substrate data for each constructed reach was
compared to the design shear stress parameters from the mitigation plan to assess the potential for bed
degradation.The shear stresses calculated for the constructed channels are within the stable range,
which indicates the channel is not at risk to trend toward channel degradation.
5.2.2 Hydrology
Bankfull events recorded following completion of construction will be included in the MY1 report.
5.2.3 Vegetation
The MYO vegetation survey was completed in March 2021.The MYO planted density is 571 stems per
acre which exceeds the MY3 interim stem density requirement of 320 planted stems per acre.
Lyon Hills Mitigation Site
Baseline Monitoring Document and As-Built Baseline Report-Final 5-3

Vegetation Plot photographs are included in Appendix 2 and summary data for each plot are included in
Tables 6 in Appendix 3.
Lyon Hills Mitigation Site
Baseline Monitoring Document and As-Built Baseline Report-Final 5-4

Section 6: 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, Cheryl C; Rawlins, C.L.; Potyondy,John 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.
North Carolina Department of Environmental Quality, Division of Mitigation Services (DMS). 2017.
Annual Monitoring Report Format, Data Requirements, and Content Guidance June 2017. Accessed at:
https://deq.nc.gov/about/divisions/mitigation-services/dms-vendors/rfp-forms-templates
North Carolina Division of Water Resources, 2008.Yadkin-Pee Dee River Basin Plan.
https://deq.nc.gov/about/divisions/water-resources/planning/basin-planning/water-resource-
pla ns/vad ki n-pee-dee-2008
North Carolina Ecosystem Enhancement Program (EEP), 2009. Upper Yadkin River Basin Restoration
Priorities.
https://files.nc.gov/ncdeq/Mitigation%20Services/Watershed Planning/Yadkin River Basin/2009%20
Upper%20Yadkin%20RBRP Final%20Final%2C%2026feb%2709.pdf
North Carolina Geological Survey(NCGS), 1985. Geologic map of North Carolina 1:500,000 scale.
Compiled by Philip M. Brown at el. Raleigh, NC, NCGS.
https://ncdenr.maps.arcgis.com/apes/MapSeries/index.html?appid=a8281cbd24b84239b29cd2ca798
d4a10
North Carolina Interagency Review Team. 2016.Wilmington District Stream and Wetland Compensatory
Mitigation Update.Accessed at: https://saw-reg.usace.army.mil/PN/2016/Wilmington-District-
M itigation-U pdate.pdf
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.
United States Army Corps of Engineers (USACE). 2003. Stream Mitigation Guidelines. USACE, NCDENR-
DWQ, USEPA, NCWRC.
Wildlands Engineering, Inc. 2020). Lyon Hills Mitigation Project Mitigation Plan. DMS, Raleigh, NC.
Lyon Hills Mitigation Site
Baseline Monitoring Document and As-Built Baseline Report-Final 6-1

APPENDIX 1. General Figures and Tables

_` , .�..i'' )'
Project Location
L-- -� County Line �� �
Hydrologic Unit Code(14-digit) ,� . `�'1 • 1`i?
DMS Targeted Local Watersheds `\ y G�' ,�..�.� X ' Jrh '�yCp
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The subject project site is an environmental restoration I- _ 1
site of the NCDEQ Division of Mitigation Services Directions: r
(DMS)and is encompassed by a recorded conservation From Raleigh, NC,travel on 1-40 West for approximately 40 miles.Take
easement, but is bordered by land under private exit 131 for 1-40 W toward 1-785 N/Greensboro/Winston-Salem.Travel on
ownership.Accessing the site may require traversing c 1-40 W/1-85BL S for app
7 miles,then follow signs for Interstate
N areas near or along the easement boundary and gay 40 W/Winston-Salem. In 30.6 miles take exit 188,then continue on US-
therefore access by the general public is not permitted. r 421 N toward Yadkinville/Wilkesboro for 35.2 miles.Take exit 272,in 0.4
Access by authorized personnel of state and federal , I miles turn right onto NC-2309. In 1.7 miles turn left onto State Rd 2303
agencies or their designees/contractors involved in the , and travel for 2.8 miles to continue onto Clingman Rd.Turn left onto NC-
development,oversight,and stewardship of the 268 W,and in 0.2 miles turn right onto Hoots Rd. In 0.8 miles continue '
restoration site is permitted within the terms and onto Nickerson St,then in 0.1 continue onto Hoots Rd.Travel for 0.9 and
timeframes of their defined roles.Any intended site i then continue straight onto S Lomax Rd for 3.4 miles until a right turn onto
visitation or activity by any person outside of these N Lomax Rd.After 1.5 miles turn right onto King Billings Rd,then in 1.9
previously sanctioned roles and activates requires prior miles turn left onto Hanks St.The project will be at the end of Hanks St.
coordination with DMS.
I. yr // rry 1
Figure 1. Project Vicinity Map
.4 W I L D L A N D S 0 0.5 1 Miles Lyon Hills Mitigation Site
ENGINEERING I I I I I N DMS Project No. 100085
Monitoring Year 0-2021
Wilkes County, NC

' . . .cfr Rill 6 0 -
, ' ;IV • _
.--4.-...,.... 't ? lic.,..... • AI A; II° - , • . -. 4 _,„ , .. , J., - , i...,-- _ ,
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' Reach : p d It II Reach
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s' ' eit I �vp /A.
g1. ` "�� '/ i-- -i Conservation Easement
r' .� �� _ //J ���� Internal Crossing
I A.lict, \b -k-
` ► - ���� Existing Wetland
* O
ii '�� x x` Hanks Branch -- - T Restoration (1:1)
.� � �?3,� VO j _ Enhancement I (1.5:1)
.; \- V ;�= Reach S
/ ,' `\ 1 �-' Enhancement 11 (2.5:1) E
"�' �, ....� Enhancement II (3:1)
'` • Q .I Reach ' �': Enhancement 11 (4:1) ii
`e• r
. .. .� Ati �. - - t 4� No Credit
I
•■ -� := Non-Project Stream
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41
,....44". .
. .. „,,„ . _ __ ..
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2018 Aerial Photography
* -
Figure 2. Project Component/Asset Map
Ili* W I L D L A N D 5 \ Lyon Hills Mitigation Site
ENGINEERING 0 300 600 Feet DMS Project No. 100085
N Monitoring Year 0-2021
Wilkes County, NC

Table 1. Project Components and Mitigation Credits
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
CT COMPONENTS
Mitigation Mitigation
Existing Mitigation Restoration Project As-Built
Reach ID Plan Priority Level Ratio Comments
Footage Category Level Credits Footage
Footage (X:1)
STREAMS
N/,
Sparks Creek 405 405 Cool Ell 2.5 162.000 405 Fenced Out Cattle,Planted Buffer
Sparks Creek 332 332 Cool Ell N/A 2.5 132.800 332 Fenced Out Cattle,Planted Buffer
Hanks Branch Reach 1 1,678 1,678 Cool Ell N/A 2.5 671.200 1,659 Localized Bank Repairs,Floodplain Bench at
Upstream End,Fenced Out Cattle
Hanks Branch Reach 2 1,083 1,065 Cool Ell N/A 2.5 426.000 1,012 Fenced Out Cattle,Localized Bank Repairs,
Planted Buffer,Add Wood to Channel
o
Culvert Crossing
Hanks Branch Reach 3 581 581 Cool El PII 1.5 387.333 585 Fenced Out Cattle,Floodplain Bench,Planted
Buffer
UT1-Not for P 5:
Restored Dimension,Pattern,and Profile,
UT1 717 659 Cool R PI 1 659.000 657 Planted Buffer
t
UT1 110 106 Cool R PI 1 106.000 105 Restored Dimension,Pattern,and Profile,
Planted Buffer
■ UT2 78 78 Cool Ell N/A 3 26.000 78 Fenced Out Cattle
UT3 Reach 1 702 655 Cool R PI 1 655.000 652 Restored Dimension,Pattern,and Profile,
Planted Buffer
UT3 Reach 2 447 447 Cool ElI N/A 2.5 178.800 436 Fenced Out Cattle,Localized Bank Repairs,
Planted Buffer
UT3 Reach 3 560 513 Cool R PI 1 513.000 512 Restored Dimension,Pattern,and Profile,
Planted Buffer
UT3 Reach 3 84 74 Cool R PI 1 74.000 74 Restored Dimension,Pattern,and Profile,
Planted Buffer
UT3 Reach 4 272 272 Cool Ell N/A 4 68.000 271 Fenced Out Cattle,Planted Buffer
UT3A 253 253 Cool Ell N/A 2.5 101.200 252 Fenced Out Cattle,Planted Buffer
UT4 Reach 1 237 233 Cool R PI 1 233.000 233 Restored Dimension,Pattern,and Profile,
Planted Buffer
UT4 Reach 2 323 323 Cool EII N/A 2.5 129.200 319 Fenced Out Cattle,Stabilize Headcuts,Planted
Buffer
UT4 Reach 3 138 140 Cool R PI 1 140.000 139 Restored Dimension,Pattern,and Profile,
Planted Buffer
UT4 Reach 3 96 100 Cool R PI 1 100.000 100 Restored Dimension,Pattern,and Profile,
Planted Buffer
UT5 Reach 1 437 437 Cool Ell N/A 4 109.250 437 Fenced Out Cattle
UT5 Reach 2 207 220 Cool R PI 1 220.000 221 Restored Dimension,Pattern,and Profile,
Planted Buffer,Removed Impoundment
UT5 Reach 2 113 107 Cool R PI 1 107.000 107 Restored Dimension,Pattern,and Profile,
Planted Buffer
UTSA 318 318 Cool Ell N/A 3 106.000 318 Fenced Out Cattle
Stream Riparian Wetland Non-Riparian Coastal
Restoration Level
Warm Cool Cold Riverine Non-Riverine Wetland Marsh
Restoration 2,807.000
Enhancement I 387.333
Enhancement II 2,110.450
Preservation
Re-Establishment
Rehabilitation
Enhancement
Creation
Totals 5,304.783

Table 2. Project Activity and Reporting History
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
ctivity or Data Collection Complete Completion or Scheduled Delivery
Mitigation Plan July 2020 July 2020
Final Design-Construction Plans August 2020 August 2020
Construction January 2021 January 2021
Temporary S&E mix applied to entire project area' February 2021 February 2021
Permanent seed mix applied to reach/segments' February 2021 February 2021
Bare root and live stake plantings for reach/segments March 2021 March 2021
Stream Survey February 2021
Baseline Monitoring Document(Year 0) June 2021
Vegetation Survey March 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 2025 December 2025
Vegetation Survey 2025
Year 6 Monitoring ecember 2026
Stream Survey 2027
Year 7 Monitoring ---`--2027
Vegetation Survey
'Seed and mulch is added as each section of construction is completed.
Table 3. Project Contact Table
Lyon Hills Mitigation Site
DMS Project No.100085
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
Bruton Natural Systems,Inc
Planting Contractor P.O.Box 1197
Fremont,NC 27830
Wildlands Contruction
Seeding Contractor 312 West Millbrook Road,Suite 225
Raleigh,NC 27609
Seed Mix Sources Garrett Wildflower Seed Company
Nursery Stock Suppliers
Dykes and Sons Nursery and Greenhouse
Bare Roots
Live Stakes Bruton Natural Systems,Inc
Monitoring Performers Wildlands Engineering,Inc.
Monitoring,POC Jason Lorch
919.851.9986

Table 4. Project Information and Attributes
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
Project Name Lyon Hills Mitigation Site
County Wilkes County
Project Area(acres) 20.720
Planted(acres) 10.800
Project Coordinates(latitude and longitude) 36.32924°N,81.01018°W
PROJECT WATERSHED SUMMARY INFORMATION
Physiographic Province Piedmont
River Basin Yadkin
USGS Hydrologic Unit 8-digit 03040101
USGS Hydrologic Unit 14-digit 03040101060030
DWR Sub-basin 03-07-01
Project Drainiage Area(acres) 6,131
Project Drainage Area Percentage of Impervious Area <1%
CGIA Land Use Classification 66%forested,22%agriculture,2%herbaceous/grassland,6%developed,4%shrub/scrub
REACH SUMMARY INFORMATION
Parameters Sparks Creek Hanks UT1 UT2 UT3 UT3A UT4 UT5 UT5A
Branch
Length of Reach(linear feet)-Post-Restoration 994 3,298 802 78 1,990 252 831 800 318
Drainage Area(acres) 6,131 669 37 231 46 5 12 13 5
NCDWR Stream Identification Score 42.5 41.5 40.75 34.5 36 31.5 30.5 35.5 30.5
NCDWR Water Quality Classification C
Morphological Desription(stream type) Perennial
Evolutionary Trend(Simon's Model)-Pre-Restoration I Premodified I IV Degradation and Widening
Underlying Mapped Soils Codorus loam,Dan River Comus Soils,Danripple sandy clay loam,Fairview sand loam and Fairview sandy clay loam,Rhodhiss fine
sand loam
Drainage Class -
Soil Hydric Status -
Slope -
FEMA Classification AE I X
Native Vegetation Community Piedmont/Low Mountain Alluvial Forest
Percent Composition Exotic Invasive Vegetation-Post-Restoration 0%
REGULATORY CONSIDERATIONS
Regulation Applicable? Resolved? Supporting Documentation
Waters of the United States-Section 404 Yes Yes
Waters of the United States-Section 401 Yes Yes USAGE Nationwide Permit No.27 and DWQ 401 Water Quality Certification No.4134.
Division of Land Quality(Dam Safety) N/A N/A N/A
Endangered Species Act Yes Yes Categorical Exclusion Document in Mitigation Plan
Historic Preservation Act Yes Yes Categorical Exclusion Document in Mitigation Plan
Coastal Zone Management Act(CZMA)/Coastal Area Management Act N/A N/A N/A
(CAMA)
FEMA Floodplain Compliance Yes Yes Floodplain Development Permit was obtained from Wilkes County
Essential Fisheries Habitat N/A N/A N/A

Table 5. Monitoring Component Summary
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
Quantity/Length by Reach
Parameter Monitoring Feature Hanks Branch UT3 UT4 Frequency
Reach 3 UT1 UT5 Reach 2
Reach 1&3 Reach 1&3
Riffle Cross-Sections 1 1 2 2 1 Year 1,2,3,5,and 7
Dimension
Pool Cross-Sections 1 1 2 N/A N/A Year 1,2,3,5,and 7
Pattern Pattern
N/A Year 0(Unless Required)
Profile Longitudinal Profile
Substrate Reach Wide Pebble Count 1 1 2 2 1 Year 1,2,3,5,and 7
Hydrology Transducer:Crest Gauge(CG)or 1 CG 1 CG 1 CG 1 CG,1 FG 1 CG Semi-Annual
Flow Gauge(FG)
Vegetation CVS Level 2 Vegetation Plots 9 Year 1,2,3,5,and 7
Visual Assessment Yes Semi-Annual
Exotic and Nuisance
Semi-Annual
Vegetation
Project Boundary Semi-Annual
Reference Photos Photographs 34 Annual

APPENDIX 2. Visual Assessment Data

Z'ti
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+� (�� I dl / . ' Conservation Easement
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i -Al.® III , / Reach S]
lit i �/ /• � Existing Wetland
.� . �A Reach�3 / I +
' , I + i Vegetation Plots
Ni
\ �.� i/ i /
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' • �• �►� G •
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Of,,.,',';
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wi9 0 `� I + I + i Enhancement II (4:1)
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Y I I \j, X0"sReach S — Non-Project Streams
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-
' 4%.* . , \,
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.,,,. - _ \� � Reach 3
- • i C. Reach Break
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s i Figure 3c Crest Gage
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• ` 0 Photo Points
2018 Aerial Photography * - a * .r-.
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Figure 3. Monitoring Plan View Key
lOWILDLANDS Lyon Hills Mitigation Site
ENGINEERING 0 300 600 Feet DMS Project No. 100085
I I I I I
Monitoring Year 0-2021
Wilkes County, NC

5:
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'ta Y I d f;. -i ' +`�i ' r f •• 11, No Credit
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' 01
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W I L D L A N D 5 0 150 300 Feet 3a.LyonMo Hills Mitigation Site
ENGINEERING DMSProjitoriectNo.Plan100085View
Monitoring Year 0-2021
Wilkes County, NC

1; A
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�� Internal Crossing
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4 , � �s,4
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1. :J�
y' 50p+ 4 Restoration (1:1)
00, a
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4 . Enhancement II (2.5:1)
1 Enhancement II (3:1)
III Yl 44) Enhancement II (4:1)
.-.• S-•- II, `` 0200 No Credit
�/. Non-Project Streams
I//
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3+0a �/ Cross-Section
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airFigure 3b. Monitoring Plan View
W I L D L A N D 5 0 150 300 Feet Lyon Hills Mitigation Site
ENGINEERING DMS Project No. 100085
1 Monitoring Year 0-2021
Wilkes County, NC

Conservation Easement
Internal Crossing
E Z-A Existing Wetland
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. Vegetation Plot
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f
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a -
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Figure 3c. Monitoring Plan View
W I L D L A N D 5 0 150 300 Feet Lyon Hills Mitigation Site
ENGINEERING DMS Project No. 100085
i I I I 1 Monitoring Year 0-2021
Wilkes County, NC

STREAM PHOTOGRAPHS

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PHOTO POINT 2 Spark's Creek—upstream (01/25/2021) PHOTO POINT 2 Spark's Creek—downstream(01/25/2021)
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PHOTO POINT 3 Hank's Branch R1—upstream(01/25/2021) PHOTO POINT 3 Hank's Branch R1—downstream(01/25/2021)
Lyon Hills Mitigation Site
141/ Appendix 2:Visual Assessment Data—Stream Photographs

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PHOTO POINT 4 Hank's Branch R1—upstream(01/25/2021) PHOTO POINT 4 Hank's Branch R1—downstream(01/25/2021)
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PHOTO POINT 5 Hank's Branch R1—upstream(01/25/2021) PHOTO POINT 5 Hank's Branch R1—downstream(01/25/2021)
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PHOTO POINT 6 Hank's Branch R1—upstream(01/25/2021) PHOTO POINT 6 Hank's Branch R1—downstream(01/25/2021)
Lyon Hills Mitigation Site
Appendix 2:Visual Assessment Data—Stream Photographs

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PHOTO POINT 8 Hank's Branch R2—upstream(01/25/2021) PHOTO POINT 8,Hank's Branch R2—,downstream(01/25/2021)
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PHOTO POINT 9 Hank's Branch R2—upstream(01/25/2021) PHOTO POINT 9 Hank's Branch R2—downstream(01/25/2021)
Lyon Hills Mitigation Site
1441/ Appendix 2:Visual Assessment Data—Stream Photographs

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PHOTO POINT 10 Hank's Branch R2-upstream(01/25/2021) PHOTO POINT 10 Hank's Branch R2-downstream(01/25/2021)
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PHOTO POINT 11 Hank's Branch R3-upstream(02/02/2021) PHOTO POINT 11 Hank's Branch R3-downstream(02/02/2021)
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PHOTO POINT 12 Hank's Branch R3-upstream(02/02/2021) PHOTO POINT 12 Hank's Branch R3-downstream(02/02/2021)
Lyon Hills Mitigation Site
Appendix 2:Visual Assessment Data-Stream Photographs

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PHOTO POINT 13 UT2—upstream(01/25/2021) PHOTO POINT 13 UT2—downstream (01/25/2021)
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PHOTO POINT 14 UT1—upstream(01/25/2021) PHOTO POINT 14 UT1—downstream (01/25/2021)
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Lyon Hills Mitigation Site
Appendix 2:Visual Assessment Data—Stream Photographs

V
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PHOTO POINT 16 UT1—upstream(01/25/2021) PHOTO POINT 16 UT1—downstream (01/25/202r1)
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PHOTO POINT 17 UT3 R1—upstream (01/25/2021) PHOTO POINT 17 UT3 R1—downstream (01/25/2021)
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PHOTO POINT 18 UT3 R1—upstream (01/25/2021) PHOTO POINT 18 UT3 R1—downstream (01/25/2021)
Lyon Hills Mitigation Site
Appendix 2:Visual Assessment Data—Stream Photographs

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PHOTO POINT 19 UT3 R1—upstream (01/25/2021) PHOTO POINT 19 UT3 R1—downstream (01/25/2021)
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PHOTO POINT 20 UT3 R2—upstream (01/25/2021) PHOTO POINT 20 UT3 R2—downstream (01/25/2021)
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PHOTO POINT 21 UT3 R3—upstream (01/25/2021) PHOTO POINT 21 UT3 R3—downstream (01/25/2021)
Lyon Hills Mitigation Site
Appendix 2:Visual Assessment Data—Stream Photographs

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PHOTO POINT 22 UT3 R3—upstream (01/25/2021) PHOTO POINT 22 UT3 R3—downstream (01/25/2021)
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PHOTO POINT 23 UT3 R3—upstream (01/25/2021) PHOTO POINT 23 UT3 R3—downstream (01/25/2021)
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PHOTO POINT 24 UT3 R3—upstream (02/02/2021) PHOTO POINT 24 UT3 R3—downstream (02/02/2021)
Lyon Hills Mitigation Site
1441, Appendix 2:Visual Assessment Data—Stream Photographs

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PHOTO POINT 27 UT4 R1—upstream (01/25/2021) PHOTO POINT 27 UT4 R1—downstream (01/25/2021)
Lyon Hills Mitigation Site
Appendix 2:Visual Assessment Data—Stream Photographs

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PHOTO POINT 29 UT4 R3—upstream (01/25/2021) PHOTO POINT 29 UT4 R3—.downstream (01/25/2021)
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fPHOTO POINT 30 UT5 R1—upstream (01/25/2021) PHOTO POINT 30 UT5 R1—downstream (01/25/2021)
Lyon Hills Mitigation Site
1441, Appendix 2:Visual Assessment Data—Stream Photographs

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PHOTO POINT 31 UT5 R1—upstream (01/25/2021) PHOTO POINT 31 UT5 R1—downstream (01/25/2021)
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PHOTO POINT 32 UT5 R2—upstream (01/25/2021) PHOTO POINT 32 UT5 R2—downstream (01/25/2021)
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PHOTO POINT 33 UT5 R2—upstream (01/25/2021) PHOTO POINT 33 UT5 R2—downstream (01/25/2021)
Lyon Hills Mitigation Site
Appendix 2:Visual Assessment Data—Stream Photographs

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PHOTO POINT 34 UT5A—upstream(01/25/2021) PHOTO POINT 34 UT5A—downstream (01/25/2021)
Lyon Hills Mitigation Site
Appendix 2:Visual Assessment Data—Stream Photographs

VEGETATION PLOT PHOTOGRAPHS

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VEG PLOT 3(03/29/2021) VEG PLOT 4(03/29/2021)
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VEG PLOT 5(03/29/2021) VEG PLOT 6(03/29/2021)
Lyon Hills Mitigation Site
141 Appendix 2:Visual Assessment Data—Vegetation Plot Photographs

•
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VEG PLOT 7(03/29/2021) VEG PLOT 8(03/29/2021)
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Lyon Hills Mitigation Site
Appendix 2:Visual Assessment Data—Vegetation Plot Photographs

CULVERT CROSSING PHOTOGRAPHS

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Hanks Branch R3-Perched-Looking Upstream(03/29/2021) Hanks Branch R3-Looking Downstream(03/29/2021)
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UT1-Looking Upstream (03/29/2021) UT1-Looking Downstream(03/29/2021)
41,111
- c3ad
3� a .`- � � ` �.� } ,-,�'L w4 Vi _ �'•¢ i -. a� 4 5-+!� s o �- '�VIIII.
,-8'3 _-fi g��
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x aMs r . ' �. 0 _ gy ----"itr. ....r
a • "� �1 i � $' 11 1',,` �},
s 3Y „ 4`4k ` ! s•i • ° �" �� a.,� � "tip �`•4 '� ,�
-
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c y ors .a' 3t•i f444 YES ,'� - - U
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4,. . > ",,..,2.��' ���,ti ..�'' '- .,,,�i.:,«S fR•F. ;�i"-1, �c. wT� • .� Jrir \ t.`� ii°a,
UT3 R3-Looking Upstream(03/29/2021) UT3 R3-Looking Downstream (03/29/2021)
Lyon Hills Mitigation Site
Appendix 2:Visual Assessment Data:Culvert Crossing Photographs

•
ems '' +t• ;.�a /.rut y"•; a ✓t frwSY �"!S ri `' s 1 �+ & Al `f3
_....-4;..,. , ..-„,_ ...„serv„
- -$tt-,...
LM �„ :�:` h � `yR ��_. £ ' _ ram ' e
�L `. W
,__....„ 041/4114,1, .. ..x4am.,..
....,, ..4 ..1F
` 4,. gym. ,_
a / a e-. ' r v
) <Y d i .. 5
. r r",r d1 M1 �'
•
UT4 R3-Looking Upstream(03/29/2021) UT4 R3-Looking Downstream (03/29/2021)
•
r k,.. k . . F -.( j " i �� e`er i- a ".. - a ' ter, + sr r y ,� _ - } / i� °1 q _wig r ya . Zn r ` ' .-.v 4 x a • _�l ma' , a 1.�i r. 1_ " 't ', 'Alirlr'Aillet9,76•,,r." . '''' - .*_=.
7,'4, 3 y,
'-t',--Z,V,44',';Cr. '' -' - •
146,
R
'S �••
e -
UT5 R2-Looking Upstream(03/29/2021) UT5 R2-Looking Downstream (03/29/2021)
Lyon Hills Mitigation Site
Appendix 2:Visual Assessment Data:Culvert Crossing Photographs

APPENDIX 3. Vegetation Plot Data

Table 6.Planted and Total Stem Counts
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
Current Plot Data(MVO 2021)
VP 1 VP 2 VP 3 VP 4 VP 5
Scientific Name Common Name Species Type PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T
Acer negundo Box Elder Tree 2 2 2
Betula nigra River Birch Tree 3 3 3 2 2 2 3 3 3 1 1 1 1 1 1
Diospyros virginiana American Persimmon Tree 1 1 1 1 1 1 1 1 1 1 1 1
Liriodendron tulipifera Tulip Poplar Tree 1 1 1 2 2 2
Morusrubra Red Mulberry Tree 1 1 1
Nyssa sylvatica Black Gum Tree 3 3 3 4 4 4 1 1 1 3 3 3 1 1 1
Platanusoccidentalis Sycamore Tree 1 1 1 3 3 3 5 5 5 3 3 3 2 2 2
Prunus serotina Black Cherry Shrub Tree 1 1 1
Quercus phellos Willow Oak Tree 3 3 3 2 2 2 1 1 1 3 3 3 3 3 3
Quercusrubra Northern Red Oak Tree 2 2 2 2 2 2 1 1 1 1 1 1
Ulmus americana American Elm Tree 1 1 1 2 2 2 1 1 1 2 2 2 2 2 2
Stem count 15 15 15 15 15 15 15 15 15 15 15 15 13 13 13
size(ares) 1 1 1 1 1
size(ACRES) 0.02 0.02 0.02 0.02 0.02
Species count 8 8 8 6 6 6 8 8 8 8 8 8 8 8 8
Stems per ACRE 607 607 607 607 607 607 607 607 607 607 607 607 526 526 526
Color for Density
Exceeds requirements by 10%
Exceeds requirements,but by less than 10%
Fails to meet requirements,by less than 10%
Fails to meet requirements by more than 10%
Volunteer species included in total
PnoLS:Number of planted stems excluding live stakes
P-all:Number of planted stems including live stakes
T:Total stems

Table 6.Planted and Total Stem Counts
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
Current Plot Data(MYO 2021) Annual Means
VP 6 VP 7 VP 8 VP 9 MYO(2021)
Scientific Name Common Name Species Type PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T
Acer negundo Box Elder Tree 2 2 2 4 4 4
Betula nigra River Birch Tree 4 4 4 1 1 1 2 2 2 3 3 3 20 20 20
Diospyros virginiana American Persimmon Tree 1 1 1 1 1 1 1 1 1 1 1 1 8 8 8
Liriodendron tulipifera Tulip Poplar Tree 1 1 1 4 4 4
Morusrubra Red Mulberry Tree 1 1 1 1 1 1 3 3 3
Nyssa sylvatica Black Gum Tree 2 2 2 1 1 1 2 2 2 17 17 17
Platanusoccidentalis Sycamore Tree 2 2 2 1 1 1 4 4 4 2 2 2 23 23 23
Prunus serotina Black Cherry Shrub Tree 1 1 1 1 1 1 3 3 3
Quercus phellos Willow Oak Tree 2 2 2 1 1 1 3 3 3 3 3 3 21 21 21
Quercusrubra Northern Red Oak Tree 1 1 1 2 2 2 2 2 2 11 11 11
Ulmus americana American Elm Tree 1 1 1 2 2 2 2 2 2 13 13 13
Stem count 15 15 15 11 11 11 15 15 15 13 13 13 127 127 127
size(ares) 1 1 1 1 9
size(ACRES) 0.02 0.02 0.02 0.02 0.22
Species count 9 9 9 9 9 9 7 7 7 6 6 6 11 11 11
Stems per ACRE 607 607 607 445 445 445 607 607 607 526 526 526 571 571 571
Color for Density
Exceeds requirements by 10%
Exceeds requirements,but by less than 10%
Fails to meet requirements,by less than 10%
Fails to meet requirements by more than 10%
Volunteer species included in total
PnoLS:Number of planted stems excluding live stakes
P-all:Number of planted stems including live stakes
T:Total stems

APPENDIX 4. Morphological Summary Data and Plots

Table 7a.Baseline Stream Data Summary
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
RE-EXISTING
d um
ONDITIONS
Parameter Hanks Branch Reach 3
Riffle Only Min Max n Min Max Min Max n
Bankfull Width(ft) 13 1 15.5 16 1
Floodprone Width(ft) --- 1 34 78 38 1
Bankfull Mean Depth 1 1 1.1 1.9 1
Bankfull Max Depth 1.2 1 1.7 2.7 1
Bankfull Cross Sectional Area(ft2) 13.4 1 17.7 30.7 1
Width/Depth Ratio 12.6 1 14.0 8.4 1
Entrenchment Ratio 1.2 1 2.2 5.0 2.3 1
Bank Height Ratio 4.8 1 14.0 1.0 1
Max part size(mm)mobilized at bankfull 95 79 93
Rosgen Classification C4 C4 C4
Bankfull Discharge(cfs) 68.8 85.0 145.0 1
Sinuosity 1.06 --- ---
Water Surface Slope(ft/ft)2 0.0210 1 0.017 0.020 0.012 1
Other --- --
Parameter UT1
Riffle Only Min Max n Min Max Min Max n
Bankfull Width(ft) 7 1 6.6 4.3 1
Floodprone Width(ft) --- 1 9 15 12 1
Bankfull Mean Depth 0.5 1 0.5 0.5 1
Bankfull Max Depth 1.2 1 0.6 0.7 0.9 1
Bankfull Cross Sectional Area(ft2) 3.3 1 3.2 2.2 1
Width/Depth Ratio 13.5 1 14.0 8.4 1
Entrenchment Ratio 6.7 1 >1.4 2.9 1
Bank Height Ratio 1.7 1 1.0 1.0 1
Max part size(mm)mobilized at bankfull 54 99 117
Rosgen Classification B4 B4 B4
Bankfull Discharge(cfs) 13.2 13.0 10.0 1
Sinuosity 1.10 1.05 1.05
Water Surface Slope(ft/ft)2 0.051 1 0.051 0.056 0.052 1
Other --- ---

Table 7b.Baseline Stream Data Summary
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
PRE-EXISTING
CONDITIONS DESIGN
Parameter UT3 Reach 1
Riffle Only Min Max n Min Max Min Max n
Bankfull Width(ft) 7.3 1 5.9 4.9 1
Floodprone Width(ft) 10.4 1 8 13 8 1
Bankfull Mean Depth 0.4 1 0.5 0.4 1
Bankfull Max Depth 0.6 1 0.7 0.6 1
Bankfull Cross Sectional Area(ft2) 3.1 1 2.7 1.9 1
Width/Depth Ratio 17.5 1 13.0 12.5 1
Entrenchment Ratio 1.4 1 >1.4 1.7 1
Bank Height Ratio 2.7 1 1.0 1.0 1
Max part size(mm)mobilized at bankfull 114 87 75
Rosgen Classification B4 B4 B4
Bankfull Discharge(cfs) 15.0 10.0 6.6 1
Sinuosity 1.02 1.10 1.10
Water Surface Slope(ft/ft)2 0.056 1 0.036 0.040 0.042 1
Other --- --
Parameter UT3 Reach 3
Riffle Only Min Max n Min Max Min Max n
Bankfull Width(ft) 6.0 1 6.8 4.7 1
Floodprone Width(ft) 8.7 1 10 15 15 1
Bankfull Mean Depth 0.8 1 0.5 0.3 1
Bankfull Max Depth 1.0 1 0.8 0.6 1
Bankfull Cross Sectional Area(ft2) 4.8 1 3.5 1.5 1
Width/Depth Ratio 7.5 1 13.0 14.4 1
Entrenchment Ratio 1.4 1 >1.4 3.2 1
Bank Height Ratio 2.6 1 1.0 1.0 1
Max part size(mm)mobilized at bankfull 128 102 64
Rosgen Classification B4 B4 B4
Bankfull Discharge(cfs) 27.5 15.0 4.8 1
Sinuosity 1.03 1.05 1.05
Water Surface Slope(ft/ft)2 0.039 1 0.042 0.053 0.044 1
Other --- ---

Table 7c.Baseline Stream Data Summary
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
RE-EXISTING
ONDITIONS DESIGN
Parameter UT4 Reach 1
Riffle Only Min Max n Min Max Min Max n
Bankfull Width(ft) 6.2 1 4.0 4.7 1
Floodprone Width(ft) 7.4 1 6 9 35 1
Bankfull Mean Depth 0.5 1 0.3 0.5 1
Bankfull Max Depth 0.7 1 0.5 0.8 1
Bankfull Cross Sectional Area(ft2) 3.1 1 1.3 2.2 1
Width/Depth Ratio 12.5 1 13.0 10.2 1
Entrenchment Ratio 1.2 1 >1.4 7.4 1
Bank Height Ratio 1.7 1 1.0 1.0 1
Max part size(mm)mobilized at bankfull 122 74 159
Rosgen Classification B4 B4 B4
Bankfull Discharge(cfs) 15.5 4.0 11.3 1
Sinuosity 1.10 1.05 1.05
Water Surface Slope(ft/ft)2 0.053 1 0.054 0.059 0.073 1
Other --- --
Parameter UT4 Reach 3
Riffle Only Min Max n Min Max Min Max n
Bankfull Width(ft) 7.3 1 4.9 4.5 1
Floodprone Width(ft) 9.0 1 7 11 35 1
Bankfull Mean Depth 0.3 1 0.4 0.4 1
Bankfull Max Depth 0.4 1 0.6 0.9 1
Bankfull Cross Sectional Area(ft2) 1.8 1 1.9 1.9 1
Width/Depth Ratio 29.1 1 13.0 11.0 1
Entrenchment Ratio 1.2 1 >1.4 7.7 1
Bank Height Ratio 2.3 1 1.0 1.0 1
Max part size(mm)mobilized at bankfull 140 67 86
Rosgen Classification B4 B4 B4
Bankfull Discharge(cfs) 5.6 6.0 7.0 1
Sinuosity 1.00 1.05 1.05
Water Surface Slope(ft/ft)2 0.044 1 0.045 0.049 0.046 1
Other --- ---

Table 7d.Baseline Stream Data Summary
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
RE-EXISTING
ONDITIONS DESIGN
Parameter UT5 Reach 2
Riffle Only Min Max n Min Max Min Max n
Bankfull Width(ft) 5.4 1 5.0 5.4 1
Floodprone Width(ft) 11.0 1 11 25 35 1
Bankfull Mean Depth 0.4 1 0.4 0.2 1
Bankfull Max Depth 0.6 1 0.6 0.5 1
Bankfull Cross Sectional Area(ft2) 2.2 1 1.9 1.3 1
Width/Depth Ratio 13.0 1 13.0 21.6 1
Entrenchment Ratio 2.1 1 2.2 5.0 6.5 1
Bank Height Ratio 1.7 1 1.0 1.0 1
Max part size(mm)mobilized at bankfull 79 49 39
Rosgen Classification C4b C4b C4b
Bankfull Discharge(cfs) 9.0 6.0 4.9 1
Sinuosity 1.10 1.20 1.20
Water Surface Slope(ft/ft)2 0.051 1 0.028 0.033 0.035 1
Other ---

Table 8. Morphology and Hydraulic Summary(Dimensional Parameters-Cross-Section)
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
Hanks Branch Reach
Cross-Section 1(Pool) Cross-Section 2(Riffle) Cross-Section 3(Pool) Cross-Section 4(Riffle)
Dimension Base MY1 MY2 MY3 MY5 MY7 Base MY1 MY2 MY3 MY5 MY7 Base MY1 MY2 MY3 MY5 MY7 Base MY1 MY2 MY3 MY5 MY7
Bankfull Elevation(ft)-Based on AB-Bankfull l Area 1,157.57 1,153.89 1,228.70 1,224.06
Bank Height Ratio-Based on AB Bankfull l Area N/A 1.00 N/A 1.00
Thalweg Elevation 1,153.44 1,151.24 1,227.74 1,223.19
LTOB2 Elevation 1,157.57 1,153.89 1,228.70 1,224.06
LTOB2 Max Depth(ft) 4.13 2.65 1.00 0.90
LTOB2 Cross Sectional Area(ft2) 44.10 30.70 3.20 2.20
Cross-Section 5(Pool) Cross-Section 6(Riffle) Cross-Section 7(Pool) Cross-Section 8(Riffle)
Dimension Base MY1 MY2 MY3 MY5 MY7 Base MY1 MY2 MY3 MY5 MY7 Base MY1 MY2 MY3 MY5 MY7 Base MY1 MY2 MY3 MY5 MY7
Bankfull Elevation(ft)-Based on AB-Bankfull1 Area 1,230.54 1,222.82 1,185.20 1,180.95
Bank Height Ratio-Based on AB Bankfull 1 Area N/A 1.00 N/A 1.00
Thalweg Elevation 1,228.40 1,222.18 1,183.59 1,180.36
LTOB2 Elevation 1,230.54 1,222.82 1,185.20 1,180.95
LTOB2 Max Depth(ft) 2.10 0.60 1.60 0.60
LTOB2 Cross Sectional Area(ft2) 10.20 1.90 4.90 1.50
Cross-Section 9(Riffle) Cross-Section 10(Riffle) Cross-Section 11(Riffle)
Dimension Base MY1 MY2 MY3 MY5 MY7 Base MY1 MY2 MY3 MY5 MY7 Base MY1 MY2 MY3 MY5 MY7
Bankfull Elevation(ft)-Based on AB-Bankfull1 Area 1,204.05 1,170.57 1,163.95
Bank Height Ratio-Based on AB Bankfull 1 Area 1.00 1.00 1.00
Thalweg Elevation 1,203.22 1,169.68 1,163.47
LTOB2 Elevation 1,204.05 1,170.57 1,163.95
LTOB2 Max Depth(ft) 0.80 0.90 0.50
LTOB2 Cross Sectional Area(ft2) 2.20 1.90 1.30
'Bank Height Ratio(BHR)takes the As-built bankful area as the basis for adjusting each subsequent years bankfull elevation.
'LTOB Area and Max depth-These are based on the LTOB elevation for each years survey(The same elevation used for the LTOB in the BHR calculation).Area below the LTOB elevation will be used and tracked for each year as above.The difference between the LTOB elevation and the thalweg elevation(same
as in the BHR calculation)will be recroded and tracked above as LTOB max depth.

Longitudinal Profile Plots
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
Hanks Branch Reach 3(STA 228+06 to 231+00)
1,164 - .
CI
1 -§ •
•
1,162 I la-5 •
i ; 1 •
•
1,160 1 1
• • •I A A
• • A
1 158 • • •_.A
7.1)
•
2
•
..5 ____ • _
ai>60 1,156 _
T.. I
•
•
•-:%___
I
1,154 -40 Easement
Break
22800 22850 22900 23100
23050 23000
1,152
22950 Station(feet)
—•—TW(MY0-3/2021) _WSF(MY0-3/2021) • LBKF/LTOB(MY0-3/2021) • RBKF/RTOB(MY0-3/2021) • STRUCTURE(MY0-3/2021)
Hanks Branch Reach 3(STA 231+00 to 233+11)
1,158 -
• A A El
1,156 •
•
• I • A. • I
Ai AA
1,154
V --•-...... _________________________________________________________________ __________ __
. vo_.
.. .____N
_„ 1,152
i -
•-----.
o
,t 1,150
LT,
1,148
1,146
23100 23150 23200 23250 23300 23350 23400
Station(feet)
—•—TW(MY0-3/2021) •WSF(MY0-3/2021) LBKF/LTOB(MY0-3/2021) • RBKF/RTOB(MY0-3/2021) 0 STRUCTURE(MY0-3/2021)

Longitudinal Profile Plots
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
UT1(STA 300+88 to 303+00)
1,242 -
I
• • • A •
1,240 • • •
1,234
A______ Credit ,___1
___________ -__
1,238
I76"' 1,236
.°-
..4 (A7J A • A A A
• •
c
0 Not for
I .c
5:4 I
,..4'.. 1,232 co . --"" ________ -_____ ______ • A AA AA
1,230 I ----______________________ • a
1,228 , I
30050 30100 30150 30200 30250 30300
Station(feet)
—•—TW(MY0-3/2021) _WSF(MY0-3/2021) • LBKF/LTOB(MY0-3/2021) • RBKF/RTOB(MY0-3/2021) • STRUCTURE(MY0-3/2021)
UT1(STA 303+00 to 305+50)
1,232 -
•
1,230 A ••
II A i • • A• •
7‘. _ ---------------- ----- a • A • •
1,228 - ._ -- --------------------- •
---------- AA ••
I 1,226 --- __ ____A_ 41• • A • A A A A
2 ---,.. • i : •
•
g 1,224
• A• A_ _ ••• A A.
El
1,220
1,218 ,--
30300 30350 30400 30450 30500 30550
Station(feet)
—•—TW(MY0-3/2021) •WSF(MY0-3/2021) LBKF/LTOB(MY0-3/2021) • RBKF/RTOB(MY0-3/2021) 0 STRUCTURE(MY0-3/2021)

Longitudinal Profile Plots
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
UT1(STA 305+50 to 308+00)
1,220 - • ••• •
1,218 ••• • • • •
• • • • •
• •
1,216 -i--- ______
II II•
d 1 214 •• • I 40'Easement I
a; • • - I Break
`0 1,212 • •� • I I
y I I
1,210 I
•
1,208 I
1,206
30550 30600 30650 30700 30750 30800
Station(feet)
t TW(MY0-3/2021) -WSF(MY0-3/2021) • LBKF/LTOB(MYO-3/2021) • RBKF/RTOB(MY0-3/2021) • STRUCTURE(MY0-3/2021)
UT1(STA 308+00 to 308+93)
1,208 -
a
1,206 i
1,204 •
re1,202 '4 •
, •
5 1,200 ••
a _ • 4
w 1,198
1,196
1,194
30800 30850 30900 30950 31000 31050
Station(feet)
tTW(MY0-3/2021) -WSF(MY0-3/2021) • LBKF/LTOB(MY0-3/2021) • RBKF/RTOB(MYO-3/2021) • STRUCTURE(MY0-3/2021)

Longitudinal Profile Plots
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
UT3 Reach 1(STA 500+00 to 502+50)
1,246 I
1,244 -------__AL._,A •A A
•---__-___ __ •
------- • • i A• A
1,242 -----A A • • •
• AAL
-__ •
1,240
0
e
o 1,238
'c -_ • A
1,236
1,234
1,232 -,
50000 50050 50100 50150 50200 50250
Station(feet)
—•—TW(MY0-3/2021) -WSF(MY0-3/2021) • LBKF/LTOB(MYO-3/2021) • RBKF/RTOB(MY0-3/2021) • STRUCTURE(MY0-3/2021)
UT3 Reach 1(STA 502+50 to 505+00)
1,236 -
El
1,234 A i
---4 A ke • •
1,232 --- • A AA ....• • • •A
• • • A
ti,•__._•._iopat____ • •
•__ A______&___#__p
1,230
a•
1 i AA A
g 1,228
•,
• A
-- ----------
cli
i 1,226 ____• • a 4
i •
•
--1,224
''''''''1,222
50250 50300 50350 50400 50450 50500
Station(feet)
—•—TW(MY0-3/2021) •WSF(MYO-3/2021) LBKF/LTOB(mvo-3/2021) • RBKF/RTOB(MYO-3/2021) • STRUCTURE(MY0-3/2021)

Longitudinal Profile Plots
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
UT3 Reach 1(STA 505+00 to 506+55)
1,226 -
I I
I
m
1,224 • 7 t
m
------- -- ♦ j
m
1,222 __ - ! ak
1- - ! Y
1,220 4 __�- ti I Enhancement II
m
♦ AA
`o 1,218
I -- -- --- ---♦♦
i 1,216 X _ __�_-_�! ♦ .
1,214 I
1,212
50500 50550 50600 50650 50700 50750
Station(feet)
TW(MY0-3/2021) -WSF(MY0-3/2021) LBKF/LTOB(MY0-3/2021) ♦ RBKF/RTOB(MY0-3/2021) 0 STRUCTURE(MY0-3/2021)

Longitudinal Profile Plots
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
UT3 Reach 3(STA 511+02 to 513+50)
1,198 - 1
I • A
1,196 -..- --• 4______
1 - ------ - ------ ______ • a
1,194 I
-- -- i A
--------- 'A----------A• i t •
----- ----------- -____!____.• •• A
:f.
' •
c 1 V-. i.--'—"ti----A—A---- • I
o 1,190
.,
' -- -
-- -----
LT, 1,188
I I
1,186
ca
1,184 -, I
51100 51150 51200 51250 51300 51350
Station(feet)
—•—TW(MY0-3/2021) -WSF(MY0-3/2021) • LBKF/LTOB(MYO-3/2021) • RBKF/RTOB(MY0-3/2021) • STRUCTURE(MY0-3/2021)
UT3 Reach 3(STA 513+50 to 516+00)
1,188 -
1 • EI
186 --:,4------t 4 •• •
T......-", ----
1,184 ,-------•A i
-------- ------
------ A A------At............„.. ........______• • __ •A
1,182
e
------ -------------ilk--A___i
g 1,180
cT,
-- ---------- A --------- k i
i.TJ 1,178
-i---------------
13
1,176
1,174 -1 , , _
51350 51400 51450 51500 51550 51600
Station(feet)
—•—TW(MY0-3/2021) •WSF(MYO-3/2021) LBKF/LTOB(MY0-3/2021) • RBKF/RTOB(MY0-3/2021) • STRUCTURE(MY0-3/2021)

Longitudinal Profile Plots
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
UT3 Reach 3(STA 516+00 to 517+34)
1,178 - I ♦
1,176 -• ♦A•I ♦ I I
--------------------------- Y♦ 'u a
1,174 I ki
m cc
, 1,172 I I ----- ♦ I Enhancement II
40'Easement �^ "--
`o_ 1,170 I
Break
w 1,168 I I
1,166 I I ---
I I
1,164
51600 51650 51700 51750 51800 51850
Station(feet)
TW(MY0-3/2021) WSF(MY0-3/2021) LBKF/LTOB(MYO-3/2021) ♦ RBKF/RTOB(MY0-3/2021) O STRUCTURE(MYO-3/2021)

Longitudinal Profile Plots
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
UT4 Reach 1(STA 600+00 to 601+50)
1,210 -
i ••
___............ _
AA
• • •
• •
1,206 • • A • t AA
A,__--• •
ic _______-4-"r-__________ • •
i • ' -----1''----1%. ___________k___ •
1,202 ."---•- ______ __
1,200
1,198
60000 60050 60100 60150
Station(feet)
—•—TW(MY0-3/2021) _WSF(MY0-3/2021) • LBKF/LTOB(MY0-3/2021) • RBKF/RTOB(MY0-3/2021) • STRUCTURE(MY0-3/2021)
UT4 Reach 1(STA 601+50 to 602+33)
1,202 - A
_____* ••
1,200 • I--"FA AA- •
•
1,198
A\_. _____ AA.41_.II•
i __'3_6714,A°
I
2 1,196 Enhancement II
o
,,T, 1,194
,T,
1,192
1,190 1 I
60150 60200 60250 60300
Station(feet)
—•—TW(MY0-3/2021) •WSF(MY0-3/2021) LBKF/LTOB(MY0-3/2021) • RBKF/RTOB(MY0-3/2021) 0 STRUCTURE(MY0-3/2021)

Longitudinal Profile Plots
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
UT4 Reach 3(STA 605+55 to 608+00)
1,176 1
• ♦ • I
1,174 __ - • ♦ •• •
1,172 ___ ♦ • ♦• I
AA + •• 40'Easement Break
Y
1,170 - • •♦ ♦♦
w 1,168
m 1,166
x
1,164 I 4__, _
1,162
1,160 I
60550 60600 60650 60700 60750 60800
Station(feet)
t TW(MY0-3/2021) -WSF(MY0-3/2021) ♦ LBKF/LTOB(MY0-3/2021) ♦ RBKF/RTOB(MY0-3/2021) • STRUCTURE(MY0-3/2021)
UT4 Reach 3(STA 608+00 to 608+36)
1,170 -
1,168
1,166
IF,
01 1,164 • •
c • •
o ♦
y 1,162 \ ♦
• w.
1,160
1,158
60800 60810 60820 60830 60840 60850 60860 60870 60880 60890 60900
Station(feet)
tTW(MY0-3/2021) -WSF(MY0-3/2021) LBKF/LTOB(MY0-3/2021) ♦ RBKF/RTOB(MY0-3/2021) O STRUCTURE(MYO-3/2021)

Longitudinal Profile Plots
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
UT5 Reach 2(STA 804+37 to 807+00)
1,172 - I
•• I I
x I
1,170 —♦
1,168r�"--♦♦ ......
♦♦: • 40'Easement
I --- -♦ ♦"• ♦� I Break
w 1,166 7L - ♦ M•♦• •♦ I I
a 1,164 co _ • ! ♦♦ ♦ • I I
•
LT, ♦ _AI
J
•
1,162 Enhancement III ���_ I •
1,160
80400 80450 80500 80550 80600 80650 80700
Station(feet)
t TW(MYO-3/2021) -WSF(MYO-3/2021) ♦ LBKF/LTOB(MYO-3/2021) ♦ RBKF/RTOB(MYO-3/2021) • STRUCTURE(MYO-3/2021)
UT5 Reach 2(STA 807+00 to 807+77)
1,166 -
1,164
1,162 •
♦
a
c 1,160 , • ♦ .
0
I ♦
• 1,158
1,156
1,154 1
80700 80750 80800 80850 80900 80950 81000
Station(feet)
t TW(MY0-3/2021) WSF(MY0-3/2021) LBKF/LTOB(MY0-3/2021) ♦ RBKF/RTOB(MYO-3/2021) • STRUCTURE(MY0-3/2021)

Cross-Section Plots
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
Cross-Section 1-Hanks Branch Reach 3
229+39 Pool
1164
1162
1160
1158
4 1156
1154
1152
1150 -
0 10 20 30 40 50
Width(ft)
MVO(2/2021) -Bankfull
Bankfull Dimensions ' !
44.1 x-section area(ft.sq.) 4IP`il
18.7 width(ft) `;; )' l; l 1,.;
2.4 mean depth(ft) � ;.))t ':a•4,12..
4.1 max depth(ft)
21.1 wetted perimeter(ft) 4 - `
2.1 hydraulic radius(ft)
7.9 width-depth ratio -g-
1 ` �
Survey Date: 2/2021
Field Crew: Kee Mapping and Surveying
✓di'c.�: .;te •ems- -
View Downstream

Cross-Section Plots
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
Cross-Section 2-Hanks Branch Reach 3
232+64 Riffle
1,160
1,158
1,156
c
0
1,154
v
w
1,152
1,150 ,
0 10 20 30 40 50 60
Width(ft)
MVO(2/2021) —Bankfull — Floodprone Area
Bankfull Dimensions
i. f.
30.7 x-section area(ft.sq.) y}+i
16.0 width(ft) ; ••
± ' +
1.9 mean depth(ft) ti ' '• 4 ; I
•
2.7 max depth(ft) .� : p,. v .r,
•
i+! ...
17.4 wetted perimeter(ft) • , •
1.8 hydraulic radius(ft) —
8.4 width-depth ratio
37.6 W flood prone area(ft) 1
2.3 entrenchment ratio - _1
1�
1.0 low bank height ratio
Survey Date: 2/2021
Field Crew: Kee Mapping and Surveying
View Downstream

Cross-Section Plots
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
Cross-Section 3-UT1
303+17 Pool
1,232
1,231 IL
•
1,230
0
'7 1,229
v
1,228
1,227
0 10 20 30 40
Width(ft)
+MYO(2/2021) -Bankfull
Bankfull Dimensions
3.2 x-section area(ft.sq.)
5.0 width(ft) •' •
0.6 mean depth(ft) •
1.0 max depth(ft)
5.5 wetted perimeter(ft)
0.6 hydraulic radius(ft) - .
7.9 width-depth ratio ^�+•S,..•+>_
Survey Date: 2/2021
Field Crew: Kee Mapping and Surveying
View Downstream

Cross-Section Plots
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
Cross-Section 4-UT1
304+55 Riffle
1,227
1,226
1,225
1224
1,223
1,222
0 10 20 30 40
Width(ft)
+MYO(2/2021) -Bankfull -Floodprone Area
Bankfull Dimensions
•
2.2 x-section area(ft.sq.) •
t
4.3 width(ft) k
0.5 mean depth(ft) 1. ►;
0.9 max depth(ft)
4.8 wetted perimeter(ft) - -
0.5 hydraulic radius(ft) }'
8.4 width-depth ratio
12.4 W flood prone area(ft)
2.9 entrenchment ratio
1.0 low bank height ratio
AP*
Survey Date: 2/2021
Field Crew: Kee Mapping and Surveying
View Downstream

Cross-Section Plots
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
Cross-Section 5-UT3 Reach 1
503+72 Pool
1,233
1,232
1,231
17-.4/ $
0
'2 1,230
1,229
1,228
0 10 20 30 40
Width(ft)
+MYO(2/2021) -Bankfull
Bankfull Dimensions
10.2 x-section area(ft.sq.) : „...,
9.4 width(ft)
1.1 mean depth(ft)
2.1 max depth(ft)
10.8 wetted perimeter(ft)
0.9 hydraulic radius(ft)
8.7 width-depth ratio — --.
Survey Date: 2/2021
Field Crew: Kee Mapping and Surveying -
View Downstream

Cross-Section Plots
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
Cross-Section 6-UT3 Reach 1
505+30 Riffle
1,227
1,226
1,225
0
'7, 1,224
1,223
1,222
0 10 20 30 40
Width(ft)
+MYO(2/2021) -Bankfull -Floodprone Area
Bankfull Dimensions
1.9 x-section area(ft.sq.) • • ,'r
4.9 width(ft)
0.4 mean depth(ft) E r'
0.6 max depth(ft)
5.1 wetted perimeter(ft)
0.4 hydraulic radius(ft)
12.5 width-depth ratio
8.4 W flood prone area(ft)
1.7 entrenchment ratio
1.0 low bank height ratio
Survey Date: 2/2021
Field Crew: Kee Mapping and Surveying
View Downstream

Cross-Section Plots
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
Cross-Section 7-UT3 Reach 3
513+94 Pool
1,188
1,187
1,186
1185
1,184
1,183
0 10 20 30 40
Width(ft)
+MYO(2/2021) -Bankfull
Bankfull Dimensions
4.9 x-section area(ft.sq.)
•
5.6 width(ft)
0.9 mean depth(ft) •
1.6 max depth(ft)
6.8 wetted perimeter(ft)
0.7 hydraulic radius(ft)
6.4 width-depth ratio
:fit - f �•-"' ::�:-:'��" .y ,.::--Survey Date: 2/2021
Field Crew: Kee Mapping and Surveying
View Downstream

Cross-Section Plots
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
Cross-Section 8-UT3 Reach 3
514+88 Riffle
1,184
1,183
1,182 / .-
0
1,181
1,180
1,179 -
0 10 20 30 40
Width(ft)
+MYO(2/2021) -Bankfull -Floodprone Area
Bankfull Dimensions
1.5 x-section area(ft.sq.)
4.7 width(ft) '
0.3 mean depth(ft)
0.6 max depth(ft)
5.0 wetted perimeter(ft) -
0.3 hydraulic radius(ft)
14.4 width-depth ratio
14.9 W flood prone area(ft)
3.2 entrenchment ratio
1.0 low bank height ratio
Survey Date: 2/2021
Field Crew: Kee Mapping and Surveying
View Downstream

Cross-Section Plots
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
Cross-Section 9-UT4 Reach 1
601+18 Riffle
1,207
1,206
1,205
o
';� 1,204
1,203
1,202
0 10 20 30 40
Width(ft)
+MYO(2/2021) -Bankfull -Floodprone Area
Bankfull Dimensions 1 r., . l
2.2 x-section area(ftsq.) ` Cd3' lob
4.7 width(ft) `E` w•
0.5 mean depth(ft)
0.8 max depth(ft)
5.1 wetted perimeter(ft)
0.4 hydraulic radius(ft) W - - •-
10.2 width-depth ratio = -_ - _ .. -
35.0 W flood prone area(ft)
7.4 entrenchment ratio
1.0 low bank height ratio
401
Survey Date: 2/2021 +. •
•
Field Crew: Kee Mapping and Surveying �.
View Downstream

Cross-Section Plots
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
Cross-Section 10-UT4 Reach 3
606+39 Riffle
1,173
1,172
1,171
0
'7, 1,170
1,169
1,168
0 10 20 30 40
Width(ft)
+MYO(2/2021) -Bankfull -Floodprone Area
Bankfull Dimensions
1.9 x-section area(ft.sq.)
4.5 width(ft) •
0.4 mean depth(ft) •
0.9 max depth(ft) -
5.0 wetted perimeter(ft)
0.4 hydraulic radius(ft) :.:.: = T '
11.0 width-depth ratio
35.0 W flood prone area(ft)
7.7 entrenchment ratio
1.0 low bank height ratio __
Survey Date: 2/2021 ,
Field Crew: Kee Mapping and Surveying
View Downstream

Cross-Section Plots
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
Cross-Section 11-UT5 Reach 2
805+78 Riffle
1,166
1,165
1164 4 p ♦
•
', 1,163
v
1,162
1,161 -
0 10 20 30 40
Width(ft)
+MYO(2/2021) —Bankfull —Floodprone Area
Bankfull Dimensions
1.3 x-section area(ft.sq.) -,, • 'F
5.4 width(ft)
0.2 mean depth(ft)
0.5 max depth(ft)
5.5 wetted perimeter(ft) '
0.2 hydraulic radius(ft) _----- -• -
21.6 width-depth ratio
35.0 W flood prone area(ft)
6.5 entrenchment ratio
1.0 low bank height ratio x. ,
Survey Date: 2/2021
Field Crew: Kee Mapping and Surveying
View Downstream

Reachwide Pebble Count Plots
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
Hanks Branch R3,Reachwide
Diameter(mm) Particle Count Reach Summary
Particle Class Class Percent Hanks Branch R3,Reachwide
min max Riffle Pool Total Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 0 100 , 1 1 1 * •+ �• •
Very fine 0.062 0.125 0 90 Silt/Clay Sand
0 vel
Fine 0.125 0.250 0 80 Cobble •
Boulder Bedrock).-
Q$C) Medium 0.25 0.50 1 1 1 1
S Coarse 0.5 1.0 3 3 3 4 e 70
Very Coarse 1.0 2.0 11 11 11 15 i 60
Very Fine 2.0 2.8 1 1 2 2 17 3 50
Very Fine 2.8 4.0 5 5 5 22 2 40
Fine 4.0 5.6 2 4 6 6 28 y
Fine 5.6 8.0 1 1 1 29 u 30
.40, Medium 8.0 11.0 1 1 1 30 a 20
GQ.P Medium 11.0 16.0 4 1 5 5 35 10
Coarse 16.0 22.6 7 1 8 8 43
Coarse 22.6 32 11 1 12 12 55 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 15 1 16 16 71 Particle Class Size(mm)
Very Coarse 45 64 11 1 12 12 83 MVO-o3/zo
21
Small 64 90 9 9 9 92
i)\, Small 90 128 5 5 5 97
(01' Large 128 180 3 3 3 100
Large 180 256 100 Hanks Branch R3,Reachwide
Individual Class Percent
Small 256 362 100 100
Small 362 512 100
tel Medium 512 1024 100 90
Large/Very Large 1024 2048 100 80
BEDROCK Bedrock 2048 >2048 100 c 70
w
Total 70 30 100 100 100 w 60
a
rA 50
Reachwide f0
u 40
Channel materials(mm)
c 30
D16= 2.37 v_
D35= 16.00 c 20
Dso= 27.7 10
Dgs= 111.2 OOti yti5 O,yS Og '. 'L ,I, b hcp cb ,y1 ,y<o 1,1,<9 ,b'L p5 Ob 0O 1,L'b ��O 156 *4,,y'L 10,,„,,, ,to
O O
Dloo= 180.0
Particle Class Size(mm)
MVO-03/2021

Reachwide Pebble Count Plots
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
UT1,Reachwide
Diameter(mm) Particle Count Reach Summary
Particle Class Class Percent UT1,Reachwide
min max Riffle Pool Total Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 4 5 9 9 9 100 E ^T� • • •-• • •
Very 14 14 Ai(
fine 0.062 0.125 1 1 1 10 90 Silt/Clay k Sard
Gravel
Fine 0.125 0.250 5 9 14 14 24 80 Cobble Bou der Bedrock
Q$C) Medium 0.25 0.50 10 14 24 24 48
Coarse 0.5 1.0 6 6 6 54 e 70
Very Coarse 1.0 2.0 2 2 2 56 i 60
Very Fine 2.0 2.8 56 3 50
Very Fine 2.8 4.0 56 E 40
Fine 4.0 5.6 56
Fine 5.6 8.0 1 1 1 57 u 30
J0, Medium 8.0 11.0 4 4 4 61 a 20
GQ.P Medium 11.0 16.0 1 2 3 3 64 10
Coarse 16.0 22.6 4 4 4 68 0
Coarse 22.6 32 4 4 4 72 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 3 3 3 75 Particle Class Size(mm)
Very Coarse 45 64 8 8 8 83 �MYO-03/zou
Small 64 90 4 4 4 87
oN($, Small 90 128 6 6 6 93
cr Large 128 180 6 1 7 7 100
Large 180 256 100 UT1,Reachwide
Individual Class Percent
Small 256 362 100 .0
49 Small 362 512 100
Medium 512 1024 100 90
Large/Very Large 1024 2048 100 80
BEDROCK Bedrock 2048 >2048 100 c 70
w
Total 60 40 100 100 100 w 60
0
50
Reachwide f0
u 40
Channel materials(mm)
= 30
D16= 0.17 v
D35= 0.34 c 20
050= 0.6 10
D84= 69.7 0
D95= 141.1 �<31, y.LS o.LS ,5 '. ti ,I, b h(p 9, ,y1 ,,,(4)1,,,<o ,;), by ,ob cO 1,L'b $ 156 41,4,titi 1OLb le bo�6
O O
D100= 180.0
Particle Class Size(mm)
MVO-03/2021

Reachwide Pebble Count Plots
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
UT3 R1,Reachwide
Diameter(mm) Particle Count Reach Summary
Particle Class Class Percent UT3 R1,Reachwide
min max Riffle Pool Total Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 10 23 33 33 33 100 E ^T> 1 !a. • • •-• • •
Very fine 0.062 0.125 10 10 10 43 90 Silt/Clay k S d Gravel �r
Fine 0.125 0.250 1 1 1 44 80 Cobble Boulder nBedrock�
Q$C) Medium 0.25 0.50 44
Coarse 0.5 1.0 2 2 2 46 e 70
Very Coarse 1.0 2.0 2 2 2 48 i 60
Very Fine 2.0 2.8 1 1 1 49 3 50
Very Fine 2.8 4.0 1 1 1 50 v 40 •
Fine 4.0 5.6 50
Fine 5.6 8.0 2 2 2 52 u 30
.40, Medium 8.0 11.0 2 1 3 3 55 o- 20
GQ.P Medium 11.0 16.0 1 1 2 2 57 10
Coarse 16.0 22.6 7 1 8 8 65 0
Coarse 22.6 32 4 1 5 5 70 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 11 4 15 15 85 Particle Class Size(mm)
Very Coarse 45 64 5 1 6 6 91 �Mvo-03/zou
Small 64 90 4 4 4 95
i)\, Small 90 128 3 3 3 98
(01' Large 128 180 2 2 2 100
Large 180 256 100 UT3 R1,Reachwide
Individual Class Percent
Small 256 362 100 100
Small 362 512 100
Medium 512 1024 100 90
Large/Very Large 1024 2048 100 80
BEDROCK Bedrock 2048 >2048 100 c 70
w
Total 50 50 100 100 100 w 60
0
50
Reachwide f0
u 40
Channel materials(mm) 7.3
D16= Silt/Clay 30
D35= 0.07 c 20
D50= 4.0 — 10
D95= 90.0 (.co'), 4,5 o.LS ,5 '. ti ,ti4 b h(p W ,y1 ,,,(co 1,1,<9 ,;), by (ob 00 4b $ 156 41,4,,,11,1O,Lb le es6
Cr Cr
Dloo= 180.0
Particle Class Size(mm)
MVO-03/2021

Reachwide Pebble Count Plots
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
UT3 R3,Reachwide
Diameter(mm) Particle Count Reach Summary
Particle Class Class Percent UT3 R3,Reachwide
min max Riffle Pool Total Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 1 3 4 4 4 100 I I I I I I II ~• •
Very fine 0.062 0.125 4 90 Silt/Clay Sand
0 vel
Fine 0.125 0.250 4 2 6 6 10 80 Nobble Boulder Bedrock).
Q$C) Medium 0.25 0.50 1 1 1 11
Coarse 0.5 1.0 2 3 5 5 16 e 70
Very Coarse 1.0 2.0 16 i 60
Very Fine 2.0 2.8 16 3 50
Very Fine 2.8 4.0 16 E 40
Fine 4.0 5.6 3 3 3 19 y
Fine 5.6 8.0 3 2 5 5 24 u 30
.40, Medium 8.0 11.0 6 4 10 10 34 o- 111
20 • • •
GQ.P Medium 11.0 16.0 6 2 8 8 42 10
Coarse 16.0 22.6 9 3 12 12 54 0
Coarse 22.6 32 8 2 10 10 64 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 10 3 13 13 77 Particle Class Size(mm)
Very Coarse 45 64 9 2 11 11 88 �Mvo-03/zou
Small 64 90 6 6 6 94
i)\, Small 90 128 3 3 3 97
(01' Large 128 180 2 2 2 99
Large 180 256 1 1 1 100 UT3 R3,Reachwide
Individual Class Percent
Small 256 362 100 100
Small 362 512 100
Medium 512 1024 100 90
Large/Very Large 1024 2048 100 80
BEDROCK Bedrock 2048 >2048 100 c 70
w
Total 70 30 100 100 100 w 60
a
50
Reachwide f0
u 40
Channel materials(mm)
= 30
D16= 1.00 v_
D35= 11.53 c 20
Dso= 20.1 10
Dgs= 101.2 ()‹."1, 4-,o y5 O� ', ti ,L'b b hcp cb ,y1 ,y<o 1,1,<9 ,b'L p5 �b 0O 1,L'b ��O 156 *4,,y'L 1O,,„,,, ,to
Dloo= 256.0
Particle Class Size(mm)
MVO-03/2021

Reachwide Pebble Count Plots
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
UT4 R1,Reachwide
Diameter(mm) Particle Count Reach Summary
Particle Class Class Percent UT4 R1,Reachwide
min max Riffle Pool Total Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 2 1 3 3 3 100 4 ~ ~• •
Very fine 0.062 0.125 1 5 6 6 9 90 SilVCIay * Sand 1
0 ire! )14
Fine 0.125 0.250 13 6 19 19 28 80 Cobble Boulder gedrock�
Q$C) Medium 0.25 0.50 5 5 10 10 38
Coarse 0.5 1.0 1 1 2 2 40 e 70
Very Coarse 1.0 2.0 5 5 5 45 i 60
Very Fine 2.0 2.8 1 1 1 46 3 50
Very Fine 2.8 4.0 1 1 1 47 E 40
Fine 4.0 5.6 2 1 3 3 50 y
Fine 5.6 8.0 4 1 5 5 55 u 30
J0. Medium 8.0 11.0 4 1 5 5 60 a 20
GQ.P Medium 11.0 16.0 6 3 9 9 69 10
Coarse 16.0 22.6 9 9 9 78 0
Coarse 22.6 32 7 7 7 85 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 11 11 11 96 Particle Class Size(mm)
Very Coarse 45 64 3 3 3 99 �Mvo-03/zou
Small 64 90 99
i)\• Small 90 128 1 1 1 100
00l' Large 128 180 100
Large 180 256 100 UT4 R1,Reachwide
Individual Class Percent
Small 256 362 100 .0
Small 362 512 100
Medium 512 1024 100 90
Large/Very Large 1024 2048 100 80
BEDROCK Bedrock 2048 >2048 100 c 70
w
Total 70 30 100 100 100 w 60
a
50
Reachwide f0
u 40
Channel materials(mm)
= 30
D16= 0.16 v_
D35= 0.41 c 20
D50= 5.6 10 . I 1 ■ - - ■ ■ 1 1 1 1
D84= 30.4 0
D95= 43.6 �co'L 4-,_.:1,;-) ,5 ', ti ,L4 b hcp W ,y1 ,y(o 1,,L<9 „,'L by �b 0O 1,L'b ��O 156 ��ti 4,,,,,,,,,,„,,,,,bo�6
o. o
Dloo= 128.0
Particle Class Size(mm)
MVO-03/2021

Reachwide Pebble Count Plots
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
UT4 R3,Reachwide
Diameter(mm) Particle Count Reach Summary
Particle Class Class Percent UT4 R3,Reachwide
min max Riffle Pool Total Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 1 3 4 4 4 100 • • • • • •
Very fine 0.062 0.125 5 5 5 9 90 Silt/Clay Sand
< >k l Cr.vel �11-4
)14
Fine 0.125 0.250 20 20 20 29 80 Cobble 3oulder gedrock�
Q$C) Medium 0.25 0.50 2 7 9 9 38
Coarse 0.5 1.0 1 1 2 2 40 e 70
Very Coarse 1.0 2.0 40 i 60
Very Fine 2.0 2.8 40 3 50
Very Fine 2.8 4.0 1 1 1 41 E 40 •
Fine 4.0 5.6 2 2 2 43 y
Fine 5.6 8.0 1 1 1 44 u 30
J0. Medium 8.0 11.0 1 1 1 45 a 20
GQ.P Medium 11.0 16.0 14 2 16 16 61 10
le.......{...
Coarse 16.0 22.6 10 1 11 11 72 0
Coarse 22.6 32 11 11 11 83 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 8 8 8 91 Particle Class Size(mm)
Very Coarse 45 64 8 8 8 99 �Mvo-03/zou
Small 64 90 1 1 1 100
i)\• Small 90 128 100
00l' Large 128 180 100
Large 180 256 100 UT4 R3,Reachwide
Individual Class Percent
Small 256 362 100 .0
Small 362 512 100
Medium 512 1024 100 90
Large/Very Large 1024 2048 100 80
BEDROCK Bedrock 2048 >2048 100 c 70
w
Total 60 40 100 100 100 w 60
a
50
Reachwide f0
u 40
Channel materials(mm)
= 30
D16= 0.16 v_
D35= 0.40 c 20
D50= 12.4 10 ■ ■ I 1 _ _ _ I 1 1 1 1
D84= 33.4
D95= 53.7 �co'L yti5 o.LS ,5 '. ti ,L4 b hcp W ,y1 ,y(o 1,,L<9 „,'L by �b cO 1,L'b ��O 156 ��ti 4,,,,,,,,,,„,,,,,bo�6
o. o
Dloo= 90.0
Particle Class Size(mm)
MVO-03/2021

Reachwide Pebble Count Plots
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
UT5 R2,Reachwide
Diameter(mm) Particle Count Reach Summary
Particle Class Class Percent UT5 R2,Reachwide
min max Riffle Pool Total Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 2 2 2 2 100 ( ^T), • • �• • •
Very fine 0.062 0.125 14 14 14 16 90 Silt/Clay k $ Id Gravel )14
�r
Fine 0.125 0.250 18 18 18 34 80 Cobble lBo lder n
Bedrock�
Q$C) Medium 0.25 0.50 6 6 6 40
Coarse 0.5 1.0 40 e 70
Very Coarse 1.0 2.0 1 1 1 41 i 60
Very Fine 2.0 2.8 41 3 50
Very Fine 2.8 4.0 41 E 40 _ •
Fine 4.0 5.6 2 2 2 43 y
Fine 5.6 8.0 43 u 30
.40, Medium 8.0 11.0 43 o- 20
GQ.P Medium 11.0 16.0 5 5 5 48 10
1/.....4--P
Coarse 16.0 22.6 9 9 9 57 0
Coarse 22.6 32 17 17 17 74 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 11 11 11 85 Particle Class Size(mm)
Very Coarse 45 64 9 9 9 94 �Mvo-03/zou
Small 64 90 3 3 3 97
i)\, Small 90 128 3 3 3 100
(01' Large 128 180 100
Large 180 256 100 UT5 R2,Reachwide
Individual Class Percent
Small 256 362 100 100
49 Small 362 512 100
Medium 512 1024 100 90
Large/Very Large 1024 2048 100 80
BEDROCK Bedrock 2048 >2048 100 c 70
w
Total 60 40 100 100 100 w 60
0
50
Reachwide f0
u 40
Channel materials(mm)
= 30
D16= 0.13 v_
D35= 0.28 c 20
D50= 17.3 10 II . ■ 1 I 1 1
D84= 43.6 0
Dgs= 71.7 �co'L 40 cp ,5 '. ti ,ti4 b h(p 9, ,y1 ,y(o 1,,,<o ,;), by ,ob cO 1,L'b $ 156 41,4,titi 1O,Lb le born
Dloo= 128.0
Particle Class Size(mm)
MVO-03/2021

Cross-Section Pebble Count Plots
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
Hanks Branch R3,Cross-Section 2
Diameter(mm) Summary
Particle Class Riffle 100-Count Class Percent Hanks Branch R3,Cross-Section 2
min max Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 0 100 .(— -).1..^, • ♦ • • • • • •
Very fine 0.062 0.125 0 90 SiltIClay lard >i< ravel �1'
Fine 0.125 0.250 0 80 Nobble 3•ul�ler r gedroc(�
Q$C) Medium 0.25 0.50 0
Coarse 0.5 1.0 0 70
Very Coarse 1.0 2.0 0 > 60
Very Fine 2.0 2.8 0 g 50
Very Fine 2.8 4.0 0 E 40
Fine 4.0 5.6 2 2 2 u
w 30
Fine 5.6 8.0 2 2 4 e
,,,p Medium 8.0 11.0 4 4 8 a 20
GQ.P Medium 11.0 16.0 12 12 20 10
Coarse 16.0 22.6 16 16 36 0 • • ` -• • • •
Coarse 22.6 32 16 16 52 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 24 24 76 Particle Class Size(mm)
Very Coarse 45 64 20 20 96 tMVO-o3/zo 1
Small 64 90 4 4 100
\(<, Small 90 128 100
c . Large 128 180 100
Large 180 256 100 Hanks Branch R3,Cross-Section 2
Small 256 362 100 Individual Class Percent
100
Small 362 512 100 90
Medium 512 1024 100
Large/Very Large 1024 2048 100 80
BEDROCK Bedrock 2048 >2048 100 70w
Total 100 100 100 y 60
O.
rA 50
Cross-Section 2 10
u 40
Channel materials(mm)
D16= 14.12 v 30
D35= 22.12 20
v
c 10 ■ I I I I ■
D50= 30.6
D84= 51.8 0
D95= 62.9 c0'1' 5 ti5 Oy 'v ti ,b P 4° 4b 'c ,yo �b ',,L Ph (ob cO 1b 1$O ��o �� �y'L 1b oDW oiD
op oyO L � tio '1. O
Dloo= 90.0
Particle Class Size(mm)
MYU-03/2021

Cross-Section Pebble Count Plots
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
UT1,Cross-Section 4
Diameter(mm) Summary
Particle Class Riffle 100-Count Class Percent UT1,Cross-Section 4
min max Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 3 3 3 100 .,(— -).1., t • • • • • •
Very fine 0.062 0.125 3 90 SiIHCIay k d Gravel 14 ` �I'
Fine 0.125 0.250 4 4 7
80 C bble 3•u der n gedroc<�
Q$C) Medium 0.25 0.50 4 4 11
Coarse 0.5 1.0 11 70
Very Coarse 1.0 2.0 11 > 60
Very Fine 2.0 2.8 11 g 50
Very Fine 2.8 4.0 2 2 13 E 40
Fine 4.0 5.6 1 1 14 Y
w 30
Fine 5.6 8.0 1 1 15 e
,,,p Medium 8.0 11.0 4 4 19 a� 20
GQ.P Medium 11.0 16.0 1 1 20 10 • •
Coarse 16.0 22.6 3 3 23 0 �•/'
Coarse 22.6 32 15 15 38 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 17 17 55 Particle Class Size(mm)
Very Coarse 45 64 15 15 70 tMVO-o3/zo 1
Small 64 90 11 11 81
\(<, Small 90 128 9 9 90
c . Large 128 180 10 10 100
Large 180 256 100 UT1,Cross-Section 4
Small 256 362 100 Individual Class Percent
100
Small 362 512 100 90
Medium 512 1024 100
Large/Very Large 1024 2048 100 80
BEDROCK Bedrock 2048 >2048 100 c 70
w
Total 100 100 100 y 60
a
rA 50
Cross-Section 4 10
u 40
Channel materials(mm)
D16= 8.66 v 30
D35= 29.85 v 20
E10 1 � 1
D50= 40.7
D84= 101.2 0 — — —
D95= 151.8 pco'1' 4,1 Oti5 py 'v ti ,Lb P 4° 4, 'c yio 1,ti(.o ,,'1, Ph (ob cO 1,1,b 1$O ��° 41',,L oti4' o�W (),Dip
o o• ', ti t,
D1oo= 180.0
Particle Class Size(mm)
MYU-03/2021

Cross-Section Pebble Count Plots
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
UT3 R1,Cross-Section 6
Diameter(mm) Summary
Particle Class Riffle 100-Count Class Percent UT3 R1,Cross-Section 6
min max Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 4 4 4 100 .,(— -).1., • • • • • •
Very fine 0.062 0.125 4 90 SiIHCIay k a d ravel
Fine 0.125 0.250 4 80 Nobble 3•ul�ler r gedroc(�
Q$C) Medium 0.25 0.50 3 3 7
Coarse 0.5 1.0 7 70
Very Coarse 1.0 2.0 7 > 60
Very Fine 2.0 2.8 2 2 9 g 50
Very Fine 2.8 4.0 1 1 10 E 40
Fine 4.0 5.6 2 2 12 Y
w 30
Fine 5.6 8.0 3 3 15 e
J0, Medium 8.0 11.0 5 5 20 a 20
GQ.P Medium 11.0 16.0 3 3 23 10 •
Coarse 16.0 22.6 19 19 42 • •
0
Coarse 22.6 32 16 16 58 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 20 20 78 Particle Class Size(mm)
Very Coarse 45 64 12 12 90 tMVO-o3/zo 1
Small 64 90 7 7 97
\(<, Small 90 128 2 2 99
c . Large 128 180 1 1 100
Large 180 256 100 UT3 R1,Cross-Section 6
Small 256 362 100 Individual Class Percent
100
Small 362 512 100 90
Medium 512 1024 100
Large/Very Large 1024 2048 100 80
BEDROCK Bedrock 2048 >2048 100 c 70
w
Total 100 100 100 y 60
O.
rA 50
Cross-Section 5 10
u 40
Channel materials(mm)
D16= 8.53 v 30
D35= 19.90 v 20
c 10 I I I
D50= 26.9
D84= 53.7 0
D95= 81.6 pco'1' 4,1 Oti5 py 'v ti ,Lb P 5° cb ,y yio 1,ti(.o ',DI' Ph (ob cO 1,L'b 1$O ��° ��ti�,y'L ()I,' o�W 6,0
D1oo= 180.0
Particle Class Size(mm)
MYU-03/2021

Cross-Section Pebble Count Plots
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
UT3 R3,Cross-Section 8
Diameter(mm) Summary
Particle Class Riffle 100-Count Class Percent UT3 R3,Cross-Section 8
min max Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 2 2 2 100 .„(— -).1.,^ • • • • • •
Very fine 0.062 0.125 2 90 SiltIClay mad ravel >1w
Fine 0.125 0.250 1 1 3
80 Cobble 3•ul.er ngedroc(�
Q$C) Medium 0.25 0.50 3
Coarse 0.5 1.0 6 6 9 70
Very Coarse 1.0 2.0 9 > 60
Very Fine 2.0 2.8 9 g 50
Very Fine 2.8 4.0 9 E 40
Fine 4.0 5.6 4 4 13 Y
w 30
Fine 5.6 8.0 12 12 25 e
Jp Medium 8.0 11.0 8 8 33 a• 20
GQ.P Medium 11.0 16.0 8 8 41 10
Coarse 16.0 22.6 9 9 50 0 • • •
Coarse 22.6 32 10 10 60 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 13 13 73 Particle Class Size(mm)
Very Coarse 45 64 12 12 85 tMVO-o3/zo 1
Small 64 90 8 8 93
\(<. Small 90 128 5 5 98
c . Large 128 180 2 2 100
Large 180 256 100 UT3 R3,Cross-Section 8
Small 256 362 100 Individual Class Percent
100
Small 362 512 100 90
Medium 512 1024 100
Large/Very Large 1024 2048 100 80
BEDROCK Bedrock 2048 >2048 100 70w
Total 100 100 100 y 60
O.
rA 50
Cross-Section 8 10
u 40
Channel materials(mm)
D16= 6.12 v 30
D35= 12.08 20
v
E 10
D50= 22.6 ■ ■ 1 1 1 1 1 I I I .
D84= 62.1 0 1 1 1 1 1 0 1 1 111 1 1 1 1
D95= 103.6 pco'1' 4,1 Oti5 py 'v ti ,Lb P 5° cb ,y yio 1,ti(.o ',DI' Ph (ob cO 1,L'b 1$O ��° ��ti�,y'L ()I,' o�W 6,0
D1oo= 180.0
Particle Class Size(mm)
MYU-03/2021

Cross-Section Pebble Count Plots
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
UT4 R1,Cross-Section 9
Diameter(mm) Summary
Particle Class Riffle 100-Count Class Percent UT4 R1,Cross-Section 9
min max Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 2 2 2 100 .,(— -).1., �f • • • • • • •
Very fine 0.062 0.125 4 4 6 90 SiRICIay a d Gravel �k �1'
Fine 0.125 0.250 8 8 14 80 Nobble BPrlder R gedroc<�
Q$C) Medium 0.25 0.50 2 2 16
Coarse 0.5 1.0 4 4 20 70
Very Coarse 1.0 2.0 2 2 22 > 60
Very Fine 2.0 2.8 22 g 50
Very Fine 2.8 4.0 22 E 40
Fine 4.0 5.6 4 4 26 Y
•-----417---4"---.....j
w 30
Fine 5.6 8.0 6 6 32 e
,40, Medium 8.0 11.0 16 16 48 a 20
GQ.P Medium 11.0 16.0 16 16 64 10
Coarse 16.0 22.6 16 16 80 0
Coarse 22.6 32 12 12 92 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 4 4 96 Particle Class Size(mm)
Very Coarse 45 64 2 2 98 tMVO-o3/zo 1
Small 64 90 98
\(<, Small 90 128 2 2 100
c . Large 128 180 100
Large 180 256 100 UT4 R1,Cross-Section 9
Small 256 362 100 Individual Class Percent
100
Small 362 512 100 90
Medium 512 1024 100
Large/Very Large 1024 2048 100 80
BEDROCK Bedrock 2048 >2048 100 c 70
w
Total 100 100 100 y 60
O.
rA 50
Cross-Section 9 10
u 40
Channel materials(mm)
D16= 0.50 v 30
D35= 8.49 'v 20
D50= 11.5
E 10
D84= 25.4 0 INIIIIMII 1 I N 1. 1
D95= 41.3 pco'1' 4,1 Oti5 py 'v ti ,Lb P 5° cb ,y yio 1,ti(.o ',DI' Ph (ob cO 1,L'b 1$O ��° ��ti�,y'L ()I,' o�W 6,0
D1oo= 128.0
Particle Class Size(mm)
MYU-03/2021

Cross-Section Pebble Count Plots
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
UT4 R3,Cross-Section 10
Diameter(mm) Summary
Particle Class Riffle 100-Count Class Percent UT4 R3,Cross-Section 10
min max Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 0 100 _ ^, . • • • • • • •
Very fine 0.062 0.125 0 90 SiltIClay k lard 141, Gravel �1'
Fine 0.125 0.250 0 80 Nobble 13? Ier R gedroc(�
Q$C) Medium 0.25 0.50 6 6 6
Coarse 0.5 1.0 2 2 8 70
Very Coarse 1.0 2.0 13 13 21 > 60
Very Fine 2.0 2.8 6 6 27 g 50
Very Fine 2.8 4.0 27 E 40
Fine 4.0 5.6 27 u
Fine 5.6 8.0 27
w 30
J0, Medium 8.0 11.0 8 8 35 a 20
GQ.P Medium 11.0 16.0 11 11 46 10
Coarse 16.0 22.6 21 21 67
0 • •
Coarse 22.6 32 17 17 84 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 6 6 90 Particle Class Size(mm)
Very Coarse 45 64 7 7 97 tMVO-o3/zo 1
Small 64 90 2 2 99
�\� Small 90 128 1 1 100
c0� Large 128 180 100
Large 180 256 100 UT4 R3,Cross-Section 10
Small 256 362 100 Individual Class Percent
100
Small 362 512 100 90
Medium 512 1024 100
Large/Very Large 1024 2048 100 80
BEDROCK Bedrock 2048 >2048 100 70w
Total 100 100 100 y 60
O.
rA 50
Cross-Section 10 10
u 40
Channel materials(mm)
D16= 1.53 v 30
D35= 11.00 '1 20
E 10
Dso= 17.1 . In II El m
D84= 32.0 0
D95= 57.9 pco'1' 4,1 Oti5 py 'v ti ,Lb P 5° cb ,y yio 1,ti(.o ',DI' Ph (ob cO 1,L'b 1$O ��° ��ti ,,11' ()I,' o�W 6,0
D1oo= 128.0
Particle Class Size(mm)
MYU-03/2021

Cross-Section Pebble Count Plots
Lyon Hills Mitigation Site
DMS Project No.100085
Monitoring Year 0-2021
UT5 R2,Cross-Section 11
Diameter(mm) Summary
Particle Class Riffle 100-Count Class Percent UT5 R2,Cross-Section 11
min max Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 0 100 .(— -).1..SiltICl^,ay • • • • • • •
�ard�
Very fine 0.062 0.125 0 90 >i< Gravel �1'
Fine 0.125 0.250 0 Nobble 3•ul�ler R gedroc(>
80
Q$C) Medium 0.25 0.50 0
Coarse 0.5 1.0 0 70
Very Coarse 1.0 2.0 0 > 60
Very Fine 2.0 2.8 0 . 50
Very Fine 2.8 4.0 0 E 40
Fine 4.0 5.6 2 2 2 u
w 30
Fine 5.6 8.0 2 2 4 e
,40, Medium 8.0 11.0 4 4 8 a 20
GQ.P Medium 11.0 16.0 12 12 20 10
Coarse 16.0 22.6 28 28 48 0 • • ` • • •
Coarse 22.6 32 24 24 72 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 8 8 80 Particle Class Size(mm)
Very Coarse 45 64 8 8 88 tMVO-o3/zo 1
Small 64 90 10 10 98
\(<, Small 90 128 2 2 100
c . Large 128 180 100
Large 180 256 100 UT5 R2,Cross-Section 11
Small 256 362 100 Individual Class Percent
100
Small 362 512 100 90
Medium 512 1024 100
Large/Very Large 1024 2048 100 80
BEDROCK Bedrock 2048 >2048 100 c 70
w
Total 100 100 100 y 60
O.
,n 50
Cross-Section 11 10
u 40
Channel materials(mm)
D16= 14.12 v 30
D35= 19.25 v 20
E 10
D50= 23.3 ■ 1 1 1 1
D84= 53.7 0
D95= 81.3 pco'1' 4,1 Oti5 Oy 'v ti ,Lb P 4° 4b 'c ,y<o 1,ti(.o ',DI' Ph (ob cO 1L'b 1$O ��° ��ti ,,11' ()I,' o)W 6,0
Dloo= 128.0
Particle Class Size(mm)
MYU-03/2021

APPENDIX 5. Record Drawings

-4,
i v
,,,,,
.A
Lon Hills Mitigation Site As-Built 4
Y r 1-
r t N�
� u.
Wilkes County, North Carolina , z
�s.2
� v
for -L �a
� m
NCDEQ
Division of Mitigation Services
,,..
a_oa
n
cc Sheet Index Its
=YaaNd''477.0 NnL:!jrk'':-'
pUSTINTRpPH11.lRD 0 ++F,0,isri
�,
0
0
0 SI? Title Sheet 0.1
Project Overview 0.2
�a
'r General Notes and Symbols 0.3
o
SITE 0 Stream Plan&Profile 1.01-1.41
_° -.. . . " BMP Overview 2.00
TJ,
UT5 C vo � BMP Plans 2.01-2.03 cn
J� A --I �L� U
C. �P Planting Tables 3.00 c!�
'0 .1"2N • Planting Overview 3.01 Z
c
��`r U 2 i Planting Plans 3.02-3.10 b bA '
<�- \ANNcs 6RC‘A Fencing Overview 4.00
i
U
HA�kSST I Fencing Plan 4.01-4.18 . cn
O
Vicinity Map
Not to Scale
Project Directory
CERTIFICATE OF SURVEY AND ACCURACY
I PHILLIP B. KEE , CERTIFY THAT THE GROUND TOPOGRAPHIC
SURVEY PORTION OF THIS PROJECT WAS COMPLETED UNDER MY DIRECT Engineering: Owner:
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY DIRECT g g
SUPERVISION; THAT THE RECORD DRAWINGS WERE PREPARED BY Wildlands Engineering,Inc DEQ NCDMS
WILDLANDS ENGINEERING.INC. FROM DIGITAL FILES PROVIDED BY KEE License No.F-0831 1652 Mail Service Center
MAPPING AND SURVEYING, PA AS SHOWN ON AN AS-BUILT SURVEY FOR
"LYON HILLS MITIGATION SITE " JOB #2101003-AB DATED __04j30121 AS-BUILT AND RECORD 312 W.Millbrook Rd,Suite 225 Raleigh,NC 27699-1652
THAT THIS SURVEY WAS PERFORMED AT THE 95% CONFIDENCE LEVEL TO Raleigh, NC 27609 Attention:KellyPhillips
MEET THE FEDERAL GEOGRAPHIC DATA COMMITTEE STANDARDS AND TO DRAWINGS g P
MEET THE REQUIREMENTS OF A TOPOGRAPHIC SURVEY TO THE ACCURACY Jeff Keaton,PE,Project Manager 919-723-7365
OF CLASS A HORIZONTAL AND CLASS C VERTICAL WHERE APPLICABLE; ISSUED MAY 28, 2021 Nicole Millns,PE,Project Engineer
THAT THE ORIGINAL DATA WAS OBTAINED BETWEEN THE DATES OF
0J17L21 - 0,I,L26121; THAT THE CONTOURS SHOWN AS BROKEN LINES 919-851-9986 NCDEQ Contract No.7620
MAY NOT MEET THE STATED STANDARD AND ALL COORDINATES ARE BASED DMS ID No. 100085 E
ON NAD 83 (NSRS 2011) AND ALL ELEVATIONS ARE BASED ON NAVD 88;
THAT THIS MAP MEETS THE SPECIFICATIONS FOR TOPOGRAPHIC SURVEYS AS Surveying: USAGE Action ID No.SAW-2018-01784
STATED IN TITLE 21, CHAPTER 56, SECTION .1606; THAT THIS MAP WAS Kee Mapping and Surveying,PA NCDWR Project No.2018-1274 v1
NOT PREPARED IN ACCORDANCE WITH G.S. 47-30, AS AMENDED AND DOES
NOT REPRESENT AN OFFICIAL BOUNDARY SURVEY. 88 Central Avenue o,i.-
0
WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER, AND O®,„cA�Q/Zi Asheville,NC 28801 N N z 6
SEAL THIS 14lli DAY OF JUNE , 2021, A.D. `�®®����j��� Phillip B.Kee,PLS k 8 •
—p DocuSigned by: m ;� ��AL r; _ 828-645-8275
1�te d. kee L.4647 v ,toS O
x PHILLLL P 19 .1LL���=4647 ��®�i�ui� ��\`\` 3 1 o u

i v
,� I - � � �
HORACE RANDLE WOOD
PIN:4904-85-2899 / / \ /
/ DB:1156 PG:106(EXHIBIT R,TRACT II&III) /j - Q y
W
/ / MICKEY L.DURHAM&WIFE Z Z w
I I / LINDA M.DURHAM °`o
/
BOBBY J.HOLBROOK&WIFE I / 2 2 n`O'" / PIN:4914-05-0896 m )a ''
DB:1249 PG:99 o
PITAN:K. 4-85-7 OK
07 / O Oh ro / PB:11 PG:569(TRACT / Z °� , „
PIN:4904-85-7507 / Q o a / 1.t rn v RICKY C.CARROLL DB:849 PG:279 =2 q�e 40'SURRY-YADKIN E.M.C. / 7-F,
LISA B.CARROLL o oU / / .�Z a
PIN:4904-76-4116 I Q _ UTILITY LINE EASEMENT
PORTION OF DB:859 PG:207 STA.500+00 C �= 4 Qm' / �--1
\ (FIRST TRACT)
I BEGIN UT3 F I m I / - - / �,
REACH 1(RESTORATION) C� I..--
STA. /
r -
\ .L
\ I O ♦� I BEGIN UT1 /RICHARD D.LYON&WIFE
- •
- - - - ) EDDIED.HEATHER BURN,JR.&WIFE
/ m C it BLACKBURN95 (RESTORATION) / TAMMY W.LYON
- PIN:4904-95-3428 / PIN:4914-05-1582 /
\ _ DB:1199 PG:210 N DB:731 PG:267 /
\ I ti / -
ti / r-i - - - - - tp�Nulrlri..�
- - `L STA.300+88 P..... 4
- - - - - >♦- - - —I Q 4:) TO S.R.1749 UT1(RESTORATION) / ti•Op�
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/ O�et-
BEGIN CREDITS / a,o °
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/ STA.550+00 J I Q �`" �ffoNi..,.-` „
BEGIN UT3A I �' �� / ui�st `,�
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PG:
106 732 N I Q U if 1..1 /
DB:1156 PG:106(EXHIBIT R,TRACT I) Z /
1 J STA.552+53 .O HORACE RANDLE WOOD / I )
END UT3A(ENHANCEMENTII) 0 PIN:4904-94-1831 -Ct
_
STA.800+00
,`` STA.506+30 ` DB:1156 PG:106(EXHIBIT Q,TRACT III) U T'-I \/
BEGIN UTS ; UT3 REACH 1(RESTORATION)
/ p-X5� REACH 1(ENHANCEMENTII)
""""' 1.29 Viii
STA.506+55 .j END UT3 �s� EMp"XS/ REACH 1(RESTORATION)
JANIE W.CHEEK 1 ST ND UTSA IA.703+18 CE STA.700+00 1.21 `, REACH 2(ENHANCEMENT II) 1.16 4-,- _,---
.11:- o F 1BEGIN UT3 C.
PIN:4904-55-7721BEGIN UTSA
(ENHANCEMENTI2 I I J V/ , BEGIN HANKS BRANCH
DB:1068 PG:452(TRACTS 1,2&3) W 't STA.200+21
ESTATE FILE 11 E-574 lilSTA.802+12 N (j'I (ENHANCEMENTII) `
\ UTS REACH 1 UTS A
1 (ENHANCEMENT II) �r STA.600+00 1 REACH 1(ENHANCEMENTII) O
BEGIN UT4 I STA.511+02 cn
STA.804+37 1.36 ���1.41 -1.40 REACH 1(RESTORATION) I END REACHT2(ENHANCEMENT II) �, I
END UT5 7-) ]3 V �- BEGIN UT3 ç�`� STA.308+93 U
3
- -
- -
REACH 1(ENHANCEMENT II) ^ REACH 3(RESTORATION) ,� END UT1(RESTORATION) •r•-I 3
BEGIN UTS n W/
I c`O� i STA.203+08CP
REACH 2(RESTORATION) q �.' („
�, HANKS BRANCH REACH 1 O
MP''"� L.. I m I LE / (ENHANCEMENT II) O �'
\ �J
JANIE W.CHEEK �SFq I � W 1--,
/ - - - -
PIN:4904-54-8184 \ V STA.602+33 O N czt \
DB:1068 PG:452(PORTION \ END UT4 I / LEFF N BENGEF V
OF TRACT FOUR) Cb
ESTATE FILE 11 E-574 REACH 1(RESTORATION) / PIN:4914-04-5444 •,�
STA.605+55 r I I C,� l/ DB:819 PG:474
C 0 o
BEGIN UT4 END UT4 I I / � O
REACH 2(ENHANCEMENTII) REACH 2(ENHANCEMENTII) r ,STA.100+6146%,.„.:.,:
‘ 1.39 BEGIN UT4 ru v Q� U
BEGIN SPARKS CREEK STA.102+75 REACH 3(RESTORATION) I ti Cn
(ENHANCEMENT II) SPARKS CREEK „�'N /
/ � `lO (ENHANCEMENT II) 1-1 I / ( �� LEFFJ.BENGE
STA.ND80 UT5+00 1 START CREDITS `� 1.26 ��, STA.517+34 PIN:4914-04-5444
END UTS s J� _ . END UT3 DB:819 PG:474
REACH 2(RESTORATION)
1 _A- - - -/ - - - -� - - -
STA.101+12 ♦ 5 1 r REACH 3(RESTORATION) C., `)� i
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--
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spy STA.228+06
/7____---- ,r,X ‘re rt 7
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i `' p�' BEGIN HANKS BRANCH > O8
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• ,� �� ��,r �� 3J 3J STA.400+12
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s XS /-� CE SF\r �,,Q_ 3 - END UT3 - I
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\ 41110 �k �- - STA.225+25 STA.216+99
u �� END HANKS BRANCH - N
STA.233+87 ' ',, / HANKS BRANCH
I END HANKS BRANCH i -",. AN REACH 2(ENHANCEMENT II)
REACH 1(ENHANCEMENT II)
HORACE RANDLE WOOD REACH 3(ENHANCEMENT I) \ ,O y9 Q,�' I BEGIN HANKS BRANCH
PIN:4904-63-7463 STA.110+12 V STA.608+36 REACH 2(ENHANCEMENT II)
11110LIk
DB:1156 PG:106(EXHIBIT Q TRACT II) SPARKS CREEK(ENHANCEMENT II) �� NJ \/ END UT4 STA.400+90 . o
�, - ��FEIVIq,x \ JOHN E.LYON REACH 3(RESTORATION) I END UT2(ENHANCEMENT II) O
I `FEMA-XS FEMA-XS I�' I STA.226+42
PIN:4904-82-0576
I / �q HANKS BRANCH JENNIFER A.LEONARD
PO ION OF DB:557 PG:433
'Q RANDEL M.FENDER&WIFE &HUSBANDJIMMIE E.LEONARD
REACH 2(ENHANCEMENTII)
U'� ETTA FENDER PIN:4904-93-0182
° JOHN E.LYON RANDEL M.FENDER&WIFE / RANDEL M.FENDER&WIFE PIN:4904-83-7188 DB:766 PG:199& o `.:
a STA.110+54 ETTA FENDER I DB:1216 PG:280 DB:1179 PG:338 o z Q
PIN:4904-73-6035 / ETTA FENDER
,. END SPARKS CREEK PIN:4904-82-1964
PORTION OF DB:557 PG:4371 /L PIN:4904-83-4149 I I /1 1
I (ENHANCEMENT1 DB:1270 PG:163 To `
II) ESTATE FILE O0E-173 I \ •
DB:1254 PG:205
kp
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Z m
- - EXISTING PROPERTY LINE CE CE CONSERVATION EASEMENT - AS-BUILT STREAM ALIGNMENT d+°L N w
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DESIGN ENHANCEMENT II REACH AS-BUILT MINOR CONTOUR(1') .-L
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-----100-- DESIGN MAJOR CONTOUR III III III AS-BUILT CULVERT
EXISTING FARM ROAD DESIGN MINOR CONTOUR
AS-BUILT 5 WIRE FENCE
DESIGN CULVERT
AS-BUILT WOVEN WIRE FENCE
Au Au u DESIGN 5 WIRE FENCE
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EXISTING SPRING i PP## m . .y
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AS-BUILT LOG VANE
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4. O DESIGN FLOODPLAIN OUTLET QOQ U
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AS-BUILT LOG J-HOOK �
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1155 'j " • i • •. �"
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1145 1145
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1143 1143 CJ -•
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STA.806+93 1� QOl OOl OOl-OOl / N-
INTERNAL CROSSING �� • 001 STA 100+98-0O1+07 007 Q GO / L1J O
UTS REACH 2(RESTORATION) / z
_ �� PP 33 - BRUSH TOE INSTALLED TO
1165 d� INCREASE BANK STABILITY J I-�
0
60 ;- �it ;!v Ilse_ / <cc
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101+00 /
tl9 _ /
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a 1p0x00 ZOZfOp /
LZI0�� / 104+00
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—
cA
STA.100+61103+00
BEGIN SPARKS CREEK
REACH 1 STA.1O1+12
SPARKS CREEK
STA.8O8+00 \
Tg END UTS
REACH 2(RESTORATION) STA.102+75
LT, SPARKS CREEK "L.
REACH 1(ENHANCEMENT II)
BEGIN CREDITS ,,,
x
I N _
oZ l
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1150 1150
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1145 1145 2
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1142 1142 Cn y
104+25 104+50 105+00 105+50 106+00 106+50 107+00 107+50 108+00 108+50 O 0 ,.0
11-60 Cd� NOTE: 4 Z U c6
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CE CE 1
•�CE�CE�CE�CE�CE�CE� /BOO AI GF����E GO1 Oo7�col_ 1 i (19
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4� _ 0 1155 1
SPARKS CREEK -.-11°1.11011
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+ SPARKS CREEK ,, '`.� - STA.107+22 1 +
. r VEG (ENHANCEMENT II) '`, _ 072: INTERNAL CROSSING 10
0 * D ®r �-- SPARKS CREEK O
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IQ
I
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108+50 109+00 109+50 110+00 110+50 111+00 111+20
w —m Q Q ;—, '&
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1 m 1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED. ft -. C
QI ' �- bT 2. AS-BUILT INFORMATION FOR HANKS BRANCH IS bA -
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KS CREEK ' STA.110+54
\ SPAR 007 p0�� I END SPARKS CREEK
\ GO, \ I REACH 1(ENHANCEMENT II)
110+p0 m
\ 109+00 _ -
\ I ` `1 IZZxoo
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SPARKS CREEK `^
REACH 1(ENHANCEMENT II)
\ STA.233+87 I \
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\ REACH 3(ENHANCEMENT I) i \ \ ..
0
\ %�
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vPRE-CONSTRUCTION GRADE 1205 1205
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1200 1200 Y.,,01d R['$
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1190 1190 C▪n y - I
200+21 200+50 201+00 201+50 202+00 202+50 203+00 203+50 204+00 204+50 O O ,.a
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1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED. (�
/ 1 2. AS-BUILT INFORMATION FOR UT1 IS ADDRESSED ON bA
1 SHEETS 1.12 THROUGH 1.16 ▪ i '��'' )
/ C O
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STA.200+21 Cif 1 �"�
BEGIN HANKS BRANCH C \
STA.203+08 O
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—��,E HANKS BRANCH \ 0
REACH 1(ENHANCEMENT II) LO
C CE C� CE CE CE CE CE Cf STA.308+93 D 1
END UT1
200+00 REACH 1(RESTORATION) i
HANKS BRANCH , - lio
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ROCK FLOODPLAIN OUTLET ADDED TO t -- � lV< �2200 � - Vp0 - O-,
STABILIZE FLOW FROM FLOODPLAIN \ -QOl 93A ns��i% A!r/`a Q� 1210� N�
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__ _ --- FLOW FROM FLOODPLAIN °c� J_ p N N 6
37 yr
L3U-3U-3U 3U U— 0 �r li%e�1�, ram '8 CD
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f.M �O y',,y Ewm%
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W f4 N
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1190 --------............ 1190
...
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1185 1185 0
°' U
1183 1183 Cn y
204+50 205+00 205+50 206+00 206+50 207+00 207+50 208+00 208+50 209+00 � O 'ti
I _ bt— Q cC �y
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SHEET 2.01. I
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STA.205+21 1 L_ e
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I REACH 1(ENHANCEMENT II) HANKS BRANCH
I STA.900+91 •
END SPSC1 ♦♦
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WWII 2 /
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1185 \\// `............
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AS-BUILT GRADE
1180 1180
0-1
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1176 1176 Cn y
209+00 209+50 210+00 210+50 211+00 211+50 212+00 212+50 213+00 t,,.I �.y
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x
1 HANKS BRANCH c6
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1
IILL ALL Ala Ala
211+00 Ala Ala ,4 Ala
•• ®o III �11xoo
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1 �� ADDED TO STABILIZE FLOW v
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z1 \30 30 30 3D 30 30 30 3D 30 30 30 3D 30 30 30 3D 30 30 30 3D 30 30 30z—
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������,--,
1175 1175
ct
1
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1170 1170 Cn y
213+00 213+50 214+00 214+50 215+00 215+50 216+00 216+50 217+00 217+50
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STA.400+12 6a NOTES: .. Z c
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O BEGIN UT2 C F
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED. C
01 (ENHANCEMENT II) /� \ 2. AS-BUILT INFORMATION FOR UT2 IS ADDRESSED ON bA
SHEET 1.17.
(till 400+00 cFN S
N 1 STA.216+99 0
Q END HANKS BRANCH U
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Ili\ G�� BEGIN HANKS BRANCH
REACH 2(ENHANCEMENT II)
Z1 G� STA.400+90
=1 / END UT2(ENHANCEMENT II)
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1175 1175 ;Y';p&dGN `:
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1170 1170
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1165 1165 Cn
217+50 218+00 218+50 219+00 219+50 220+00 220+50 221+00 221+50 222+00 ,.0
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CE�CE�CE_CE_CE_CE�CE_ 1/PV i
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—CE�CE�CE� CE_CE_CE_CE�CE / V7 C!')
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y CE BRUSH AVAILABLE AT THIS LOCATION /AQ
0• 1180� / 9'\•l
O LipA. .
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LOD�L•• �PP ! STA219+54 � _ • yi: T"! 1'
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0 —003 GOT—3O3 STA 219+38-221+84 lkori a ^
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ILL ALL
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Streambank Planting Zone 1 - Hanks Branch (0.4 acres) BMP Obligate Species Planting Zone (0.01 acres) Permanent Seeding Outside Easement Zone 5 (1.5 acres) n
Live Stakes Herbaceous Plugs Approved Dates Z
Wetland Indiv. Wetland of All Year Festuca arundinacea Tall Fescue Herb 40 70% r o
Indiv. %of Species Common Name Size Stratum Indicator 440i gz zSpecies Common Name Size Stratum Indicator p S acinSpacing Status Stems p g Status StemsAll Year Festuca rubra Creeping Red Fescue Herb 40 10% 00O4 t v
Juncus effusus Common Rush 4 ft. 1.0"-2.0"plug Herb FACW 30% .1,t E H a
Salix nigra Black Willow 3-6 ft. 0.5"-1.5"cal. Shrub OBL 35% All Year Dactylis glomerata Orchardgrass Herb 40 20% ,-4 3
Cornus ammomum Silky Dogwood 3-6 ft. 0.5"-1.5"cal. Shrub FACW 20% Sparganium americanum Eastern Bur Reed 4 ft. 1.0"-2.0"plug Herb OBL 10% 100% ' m
Salix sericea Silky Willow 3-6 ft. 0.5"-1.5"cal. Shrub OBL 25% Sagittaria latifolia Duck Potato 4 ft. 1.0"-2.0"plug Herb OBL 30%
Sambucus Elderberry 3-6 ft. 0.5"-1.5"cal. Shrub FACW 10% Scirpus cyperinus Woolgrass 4 ft. 1.0"-2.0"plug Herb OBL 10%
canadensis -
Cephalanthus Carex lurida Lurid Sedge 4 ft. 1.0"-2.0"plug Herb OBL 20%
occidentalis Buttonbush 3-6 ft. 0.5"-1.5"cal. Shrub OBL 10% r
100% ,pllI rri.
100% Permanent Wetland Seeding Zone 4 (0.5 acres) .‘`''P
Herbaceous Plugs -o=
Pure Live Seed(20 lbs/acre) •-
= � N..0...5
6 .
Juncus effusus Common Rush 4 ft. 1.0"-2.0"plug Herb FACW 40% Wetland x -m. �
Wetland PlantingZone 4 (0.5 acres) Density =5•;p '.
Approved Dates Species Name Common Name Stratum Indicator `r ad_ .�
Cyperus strigosus False Nutsedge 4 ft. 1.0"-2.0"plug Herb FACW 15% Status (Ibs/acre) ;;d-aN.....-;rN
Bare Root p++irri0 t
��s` \N„
Carex lurida Lurid Sedge 4 ft. 1.0"-2.0"plug Herb OBL 15%
Wetland All Year Panicum rigidulum Redtop Panicgrass Herb FACW 1.2
Common Name Indiv. Caliper Stratum Indicator %of
Carex crinita Fringed Sedge 4 ft. 1.0"-2.0"plug Herb OBL 15% Speciesa
Spacing Size Stems All Year Agrostis hyemalis Winter Bentgrass Herb FAC 1.0
Status
Scirpus cyperinus Woolgrass 4 ft. 1.0"-2.0"plug Herb OBL 15% All Year Elymus virginicus Virginia Wld Rye Herb FACW 2.0
Platanus occidentalis Sycamore 6-12 ft. 0.25"-1.0" Canopy FACW 18%
100% All Year Sparganium americanum Eastern Bur Reed Herb OBL 0.1
Ulmus americana American Elm 6-12 ft. 0.25"-1.0" Canopy FACW 10%
Betula nigra River Birch 6-12 ft. 0.25"-1.0" Canopy FACW 18% All Year Panicum virgatum Switchgrass Herb FAC 2.0
Acernegundo Boxelder 6-12 ft. 0.25"-1.0" Canopy FAC 15% All Year Tripsacum dactyloides Eastern Gamagrass Herb FACW 2.5
Streambank Planting Zone 2 - UT1-UT5 (0.5 acres) Ulmus rubra Slippery Elm 6-12 ft. 0.25"-1.0" Canopy FAC 6% All Year Panicum clandestinum Deertongue Herb FAC 3.0
Live Stakes Alnus serrulata Tag Alder 6-12 ft. 0.25"-1.0" Shrub OBL 3% All Year Caex lurida Lurid Sedge Herb OBL 0.5 -I-)
Wetland Nyssa sylvatica Black gum 6-12 ft. 0.25"-1.0" Canopy FAC 15% All Year Carex vulpinoidea Fox Sedge Herb OBL 2.0 '' (�
Indiv. %of -y
Species Common Name Spacing Min.Size Stratum Indicator Stems Quercus phellos Willow Oak 6-12 ft. 0.25"-1.0" Canopy FAC 15% All Year Carex lupulina Hop Sedge Herb OBL 0.5
Status cn O
Cornus ammomum Silky Dogwood 3-6 ft. 0.5"-1.5"cal. Shrub FACW 30
100% All Year Juncus effusus Common Rush Herb FACW 2.0 0
Note:Wetland zone species to be planted on 6'spacing in rows spaced 12'apart. All Year Carex frankii Franks Sedge Herb OBL 1.0
Salix sericea Silky Willow 3-6 ft. 0.5"-1.5"cal. Shrub OBL 30% -I-) U
All Year Scirpus cyperinus Woolgrass Herb OBL 0.2
Sambucus Elderberry 3-6 ft. 0.5"-1.5"cal. Shrub FACW 15% C
canadensis All Year Peltandra virginica Arrow Arum Herb OBL 0.4 �,,.1
421
Cephalanthus Buttonbush 3-6 ft. 0.5"-1.5"cal. Shrub OBL 15%
occidentalis All Year Bidens aristosa Bur-Marigold Herb FACW 1.6 0 X
Physocarpus 20.0
opulifloium Ninebark 3-6ft. 0.5"-1.5"cal. Shrub FACW 10% Temporary Seeding (12.3 acres)
100% Pure Live Seed 4
Herbaceous Plugs Approved Density cd
Dates Species Name Common Name Stratum O
(Ibslacre)
Juncus effusus Common Rush 4 ft. 1.0"-2.0"plug Herb FACW 40% cn U
Aug 15-May 1 Secale cereale Rye Grain Herb 80
Cyperus strigosus False Nutsedge 4 ft. 1.0"-2.0"plug Herb FACW 15% •^,
May 1-Aug 15 Setaria italica German Millet Herb 50
Carex lurida Lurid Sedge 4ft. 1.0"-2.0"plug Herb OBL 15% Permanent Riparian Seeding Zone 3 (10.3 acres)
Carex crinita Fringed Sedge 4 ft. 1.0"-2.0"plug Herb OBL 15% Pure Live Seed(20 lbs/acre) 0
Planting Notes: '�
Scirpus cyperinus Woolgrass 4 ft. 1.0"-2.0"plug Herb OBL 15% 1.Non-hatched areas within easement are currently vegetated and will be Wetland I-�
planted as needed to achieve target density.Buffer planting will occur Approved Dates Species Name Common Name Stratum Indicator Ibslacre
100% within the Limits of Disturbance. Status
Xj"�� 2.Buffer zone species to be planted on 6'spacing in rows spaced 12'apart. All Year Panicum rigidulum Redtop Panicgrass Herb FACW 2.0
< � } 'X 3.Wetland Indicator Status data sourced from USDA Plant Database.
_ / 4.Permanent riparian seed to be used for seeding Zone 3. All Year Schizachyrium Little Bluestem Herb FACU 1.8
5.Permanent wetland seeding to be used for Zone 4 and UT3 and UT4 BMPs. scoparium
Riparian Buffer Planting Zone 3 (10.3 acres) 6.BMP obligate species herbaceous plugs were installed around perimeter of All Year Sorghastrum nutans Indian Grass Herb FACU 2.0
UT3 and UT4 BMPs at elevations specified on Sheets 3.07 and 3.09.
Bare Root 7.No substitutions or changes were made to the planting plan. All Year Chasmanthium latifolium River Oats Herb FACU 1.0
ci Indiv. Wetland of All Year Elymus virginicus Virginia Wld Rye Herb FACW 3.0
Species Common Name Spacing
Caliper Size Stratum Indicator Stems Zone1-StreambankPlanting-Hanks Branch
Status All Year Panicum clandestinum Deertongue Herb FAC 2.5
Platanus occidentalis Sycamore 6-12 ft. 0.25"-1.0" Canopy FACW 15% All Year Carex vulpinoidea Fox Sedge Herb OBL 2.0 c u
� o
Quercus rubra Northern Red Oak 6-12 ft. 0.25"-1.0" Canopy FACU 10% Zone 2-Streambank Planting-UT1-UT5 All Year Rudbeckia hirta Blackeyed Susan Herb FACU 1.0 L.3
All Year Coreopsis lanceolata Lanceleaf Coreopsis Herb FACU 1.0 o E
Betula nigra River Birch 6-12 ft. 0.25"-1.0" Canopy FACW 15% u v
o
- Morus rubra Red Mullberry 6-12 ft. 0.25"-1.0" Canopy FACU 5% All Year Bidens aristosa Bur-marigold Herb FACW 1.0 0 0
Zone 3-Buffer Planting Zone ._ �w
Chamaecrista fasciculata .y(> ' N
Nyssa sylvatica Blackgum 6-12 ft. 0.25"-1.0" Canopy FAC 10% y All Year var.fasciculata Partridge Pea Herb FACU 1.0 c.
Ulmus americana American Elm 6-12 ft. 0.25"-1.0" Canopy FACW 10% All Year Achilles millefolium Yarrow Herb FACU 0.5
Zone 4-Wetland Planting Zone
Liriodendron tulipifera Tulip Poplar 6-12 ft. 0.25"-1.0" Canopy FACU 3% - All Year Juncus coriaceous Leathery Rush Herb FACW 0.5 ¢ z
`z CDg �
Quercus phellos Willow Oak 6-12 ft. 0.25"-1.0" Canopy FAC 15% All Year Juncus tennis Path Rush Herb FAC 0.5
To O
Zone 5-Permanent SeedingOutside Easement '�
Diospyros virginiana Common Persimmon 6-12 ft. 0.25"-1.0" Canopy FAC 7% All Year Pycnanthemum Slender Mountain Mint Herb FACW 0.2 •
tenuifolium
Acer negundo Boxelder 6-12 ft. 0.25"-1.0" Canopy FAC 5% a ''
20.0
Prunus serotina Black Cherry 6-12 ft. 0.25"-1.0" Canopy FACU 5% Note:Non-hatched areas within easement are currently vegetated 1 E m-
and will be planted as needed to achieve target density.Buffer z i l t
x 100% planting will occur within the Limits of Disturbance. 3o c:p u

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Zone 5-Permanent Seeding Outside Easement I �, •��• "` • ` ....� — •— — ' i it /
Planting1.Non-hat Non-hatched areas within easement are currentlyvegetated and will be ��� — Q OQ TO S.R.�' �.���%AN...„ 3•0 6 / ti;�o�r�
g 3.07�� ,..... �.AA , ..��.
planted as needed to achieve target density.Buffer planting will occur 0 /� I 2 ►p„. 1-` x --2 N �
within the Limits of Disturbance. '� f / O ���� '-5-� -- ' 'Z
2.See planting plan species lists on Sheet 3.00. ����,�' a� ��l et H / :;(3:obd: -�•.4,,..
3.Permanent riparian seed to be used for seeding Zone 3. &� e4�! I Q —.' �`� ►���� h'H Ns
4.Permanent wetland seeding to be used for Zone 4 and UT3 and UT4 BMPs. ���( 1 �. :i4:(44,,,,.1 / ��rir���51��5.BMP obligate species herbaceous plugs were installed around perimeter ,� 0) v J y ` , �.J /
of UT3 and UT4 BMPs at elevations specified on Sheets 3.07 and 3.09. 4? ii -5 �:'.(r I o �
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