20131200 Ver 6_Year 3 Monitoring Report_20230417

Staff Review
Does this application have all the attachments needed to accept it into the review process?*
Yes No
ID#* Version* 6
20131200
Is this project a public transportation project?* Yes
No
Reviewer List: * Andrew Moore:[e-mail]
Select Reviewing Office: * Asheville Regional Office - [phone]
Does this project require a request for payment to be sent?
Yes
No

Project Submittal Form
Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type: * For the Record Only (Courtesy Copy)
New Project
Modification/New Project with Existing ID
More Information Response
Other Agency Comments
Pre -Application Submittal
Re-Issuance\Renewal Request
Stream or Buffer Appeal
Pre -Filing Meeting Date Request was submitted on:
Is this supplemental information that needs to be sent to the Corps?*
Yes No
Project Contact Information
Name: Clement Riddle
Who is submitting the information?
Email Address: [e-mail]
Project Information
Existing ID #:
20131200
20170001(no dashes)
Existing Version:
6
1
Project Name: Tryon Equestrian Center - Harmon Dairy Mitigation
Is this a public transportation project?
Yes
No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
Yes No Unknown
Is this project connected with ARPA funding?
Yes No
County (ies)
Polk
Please upload all files that need to be submited.
Click the upload button or drag and drop files here to attach document
Final MY3 Report Submitted 4.12.23.pdf 34.34MB
Only pdf or kmz files are accepted.

Describe the attachments or
comments:
Sign and Submit
By checking the box and signing box below, I certify that:
• I, the project proponent, hereby certifies that all information contained herein is true, accurate, and complete to the
best of my knowledge and belief.
• I, the project proponent, hereby requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.
• I agree that submission of this online form is a "transaction" subject to Chapter 66, Article 40 of the NC General
Statutes (the "Uniform Electronic Transactions Act');
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General
Statutes (the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a
written signature; AND
• I intend to electronically sign and submit the online form.
Signature:
K (_��IIYINiiC� ep
Submittal Date: 4/14/2023
Is filled in automatically.

Harmon Dairy Stream Mitigation Project
2022 MY3 Documentation Report
Polk County, North Carolina
USACE # SAW-2013-02262
DWR# 20131200 v6
Data collected:
July — September 2022
Submitted on:
April 12, 2023
Prepared for:
(*I
Tryon Equestrian Partners, LLC
2659 Sandy Plains Road
Tryon, NC 28782
Prepared by:
CLearWaLer
An EnviroScience Company L
ClearWater Environmental
An EnviroScience Company
145 7th Avenue W; Suite B,
Hendersonville, NC 28792

Introduction
Tryon Equestrian Partners (TEP) received authorization from the U.S. Army Corps of
Engineers (USACE) 404 Permit (Action Id. No. 2013-02262) dated September 14, 2017
and a N.C. Division of Water Resources (DWR) 401 Water Quality Certification (Project
No. 13-1200 V6) dated November 16, 2018 to impact streams for the construction of the
Tryon International Equestrian Facility (TIEC). Compensatory mitigation for impacts to
streams is described in the mitigation plan for the Harmon Dairy Stream Mitigation Project
(Phases 1 and 2) (Wildlands Engineering Inc. and Clearwater Environmental Consultants
Inc. 2017).
This annual monitoring report documents the third year of data collection for Phases 1
and 2 of the Harmon Dairy Stream Mitigation Project (Site). The Site comprises two
phases totaling 7,256 linear feet of stream that will provide 5,005 credits of stream
mitigation. The site is located in Polk County. A map of the project vicinity (Figures 1 and
2) as well as the phases and types of mitigation (i.e. restoration, enhancement,
preservation) is included in this report (Figure 3).
The success of stream stability and woody vegetation plantings will be evaluated for
seven years per the guidance set forth by the North Carolina Interagency Review Team's
(NCIRT) "Wilmington District Stream and Wetland Compensatory Mitigation Update" —
October 24, 2016 (USACE 2016). The applicant will monitor the required areas for seven
years and report the results annually to USACE and DWR. The streams and buffer will
be protected in perpetuity by a Conservation Easement that will be held and monitored
by Polk County Soil and Water Board.
Harmon Dairy Stream Mitigation Project page i
Monitoring Year 3 Report
February 10, 2023

Table of Contents
Introduction
1.0 Project Background.............................................................................................................. 1
1.1 Project Location, Setting, and Directions.......................................................................... 1
1.2 Project Goals and Objectives............................................................................................ 1
1.2.1 Project Objectives- Phase 1....................................................................................... 1
1.2.2 Project Objectives- Phase 2....................................................................................... 1
2.0 Project Structure, Restoration Type and Approach............................................................... 2
2.1 Site Protection Instrument................................................................................................ 2
2.2 Project Structure............................................................................................................... 2
2.3 Project History, Contacts and Attribute Data..................................................................... 3
3.0 Performance Standards....................................................................................................... 4
3.1 Channel Stability and Morphology.................................................................................... 4
3.1.1 Dimension.................................................................................................................. 4
3.2 Hydrology......................................................................................................................... 4
3.2.1 Bankfull Events.....................................................................................................4
3.2.2 Continuous Flow........................................................................................................ 5
3.3 Vegetation........................................................................................................................ 5
3.3.1 Woody Stem Plantings............................................................................................... 5
3.4 Visual Assessment........................................................................................................... 5
3.4.1 Encroachment............................................................................................................5
3.5 Schedule and Reporting................................................................................................... 5
4.0 Methods............................................................................................................................... 6
4.1 Channel Stability and Morphology.................................................................................... 6
4.1.1 Dimension.................................................................................................................. 6
4.1.4 Photo Documentation................................................................................................. 6
4.2 Hydrology......................................................................................................................... 6
4.2.1 Bankfull Events.......................................................................................................... 6
4.2.2 Continuous Flow Monitoring....................................................................................... 7
4.3 Vegetation........................................................................................................................ 7
4.4 Visual Assessment........................................................................................................... 7
5.0 Adaptive Management Plan ...........................
6.0 Monitoring Year 2 (MY2) Data Assessment....
6.1 Channel Stability and Morphology ..............
................................................................... 8
................................................................... 9
................................................................... 9
Harmon Dairy Stream Mitigation Project page ii
Monitoring Year 3 Report
February 10, 2023

6.1.1 Profile......................................................................................................................... 9
6.1.2 Dimension..................................................................................................................
9
6.1.3 Pattern......................................................................................................................14
6.2 Hydrology........................................................................................................................15
6.3 Vegetation.......................................................................................................................15
6.4 Visual assessment...........................................................................................................16
7.0 Corrective Action Plan.........................................................................................................18
8.0 Areas of Concern................................................................................................................18
9.0 References..........................................................................................................................22
List of Figures
Figure 1 Vicinity Map
Figure 2 USGS Topographic Map
Figure 3 Project Components Map
Figures 4.0-4.5 Current Condition Plan View (CCPV) Maps
Attachment A:
Recorded Conservation Easement
Attachment B:
Cross Section Comparison Plots and Photographs
Attachment C:
Record of Continuous Flow Data
Attachment D:
Vegetation Data Tables and Photographs
Attachment E:
Visual Assessment Photographs
Attachment F:
Areas of Concern
Harmon Dairy Stream Mitigation Project page iii
Monitoring Year 3 Report
February 10, 2023

1.0 Project Background
1.1 Project Location, Setting, and Directions
The site is located in the Piedmont physiographic province (NCGS 2004) in Polk County,
North Carolina. The site is accessed from NC Highway 9 in the town of Green Creek
(Figure 1 and Figure 2). The site is bordered by Mary's Branch to the west, and streams
on the site are unnamed tributaries (UT) to Mary's Branch, which drains to the Broad
River (HUC 03050105).
To access the site from Asheville, take Interstate 26 East for 36 miles to Exit 67. Follow
US-74 East toward Columbus. Take Exit 167 and turn south onto NC Highway 9. After
approximately 7 miles, turn right onto Harmon Dairy Lane. Harmon Dairy Lane ends at
the dairy. The project reaches are located west of the dairy barns.
1.2 Project Goals and Objectives
1.2.1 Project Objectives- Phase 1
The resource functions of the stream restoration project address needed improvements
to the watershed in several ways. The existing stream at the site was degraded due to
prior channelization, habitat alteration, excess sediment from bank erosion, limited
riparian buffers, and livestock trampling. The project addresses these impairments and
improves watershed functions by restoring approximately 1,126 linear feet of an unnamed
tributary (UT) to Mary's Branch. The primary goal of the stream restoration project is to
return the project reach to a stable, well vegetated, and naturally functioning condition.
Specific stream restoration objectives include:
• improving bank stability,
• enhancing aquatic and terrestrial habitats,
• removing invasive exotic plant species, and
• establishing more robust and wider vegetative buffers and installing livestock fencing
around these riparian buffers.
1.2.2 Project Objectives- Phase 2
The stream restoration project addresses needed improvements to the watershed in
several ways. The existing streams at the site were degraded due to prior habitat
alteration, excess sediment from bank erosion, limited riparian buffers, and livestock
trampling. The proposed project addresses these impairments and improve watershed
functions by restoring, enhancing and preserving 6,039 LF of four unnamed tributaries
(UTs) to Mary's Branch. The primary goal of the stream restoration project is to return
the project reaches to stable, well vegetated, and naturally functioning conditions. Specific
stream restoration objectives include:
• improving bank stability,
• enhancing aquatic and terrestrial habitats,
• removing invasive exotic plant species,
• stabilizing upland gullies
Harmon Dairy Stream Mitigation Project page 1 of 22
Monitoring Year 3 Report
February 10, 2023

establishing more robust and wider vegetative buffers and installing livestock fencing
around these riparian buffers.
2.0 Project Structure, Restoration Type and Approach
2.1 Site Protection Instrument
A Conservation Easement (CE) on the property is held by the Polk County Soil and Water
Conservation District (SWCD) to permanently protect the improved aquatic habitats and
riparian buffers and restrict future activities that might otherwise compromise the functions
and services of the aquatic resources (Attachment A). The permanent conservation
easement recorded on January 23, 2017 extends at least 50 feet beyond the top of both
banks on all UTs. Within the conservation easement, the riparian buffers were planted
with native trees and shrubs in order to provide post -construction bank stability, erosion
control and riparian habitat enhancement. All site protection instruments require 60-day
advance notification to the US Army Corps of Engineers (Corps) and the NC Division of
Water Resources (DWR) prior to any action to void, amend, or modify the document. No
such action would take place unless approved by the Corps and DWR.
2.2 Project Structure
The project is implemented according to the 2017 Harmon Dairy Stream Mitigation Project
Mitigation Plan (Mitigation Plan). The Mitigation Plan consists of two phases proposing a
combined 7,256 linear feet of stream to provide 5,005 credits of stream mitigation. An
overview map of the phases and types of mitigation (i.e. restoration, enhancement,
preservation) is included in Figure 3. Table 1 summarizes the projected mitigation credits
and as -built lengths for Phases 1 and 2. Phase 1 consists of Restoration and
Enhancement II on the UT1 to Mary's Branch. Phase II consists of Restoration,
Enhancement I, Enhancement II and Preservation of UT2, UT3, UT4 and UT5 to Mary's
Branch. Both phases were constructed simultaneously, with final earthwork and planting
completed in 2019.
Harmon Dairy Stream Mitigation Project page 2 of 22
Monitoring Year 3 Report
February 10, 2023

Table 1. Credit Summary Phase I and II
Stream
Reach
Approach
STA
Begin
STA
End
Proposed
Reach
Length
As-
Built
Length
Mitigation
Credit
Ratio
Total
Potential
Credits
Phase I
UT1
1
Enhancement
11
1+66
3+18
152
1,247
2.5:1
61
UT1
2
Restoration
3+18
13+83
1,065
1:1
1,065
Phase ll
UT2
1
Preservation
0+01
4+06
405
--
10:1
41
UT2
2
Enhancement
11
4+06
7+90
384
--
2.5:1
154
UT2
3
Enhancement
1
7+90
22+65
1,475
2,325
1.5:1
983
UT2
4
Restoration
22+90
31+28
838
1:1
838
UT3
1
Enhancement
11
100+00
100+48
48
--
2.5:1
19
UT3
2
Enhancement
1
100+48
112+33
1,185
--
1.5:1
773
UT3
3
Preservation
112+33
115+62
329
--
10:1
33
UT3
4
Restoration
115+62
124+82
920
1,037
1:1
920
UT4
--
Preservation
1+14
3+61
247
--
10:1
25
UT5
--
Enhancement
11
1+00
3+33
233
--
2.5:1
93
Total Stream Mitigation Credits Phase I
1,126
Total Stream Mitigation Credits Phase 11
3,879
Overall Stream Mitigation Credits
5,005
2.3 Project History, Contacts and Attribute Data
Table 2. Project History
Project Component
Date Completed
Final Mitigation Plan (Phase I and 11)
August 3, 2017
404 / 401 Issued
September 14, 2017 and November 16, 2018
Final Design - Construction Plans
March 1, 2018
Construction
January 2019-May 2019
Bare Root / Live Stake Plantings
May 2019
Baseline Data Collection Activities
July -August 2019
As -Built Report and Record Drawings
June 2020
Corrective Action Plan
January 8, 2021 (Updated March 2022
MY1 Vegetation Monitoring
August 2020
MY1 Geomorphic Monitoring
September 2020
MY1 Invasive Plant Management
September and November 2020
MY2 Geomorphic Monitoring
July and August 2021
MY2 Vegetation Monitoring
Se tember 2021
MY2 Invasive Plant Management
September 2021
MY3 Geomorphic Monitoring
August 2022
MY3 Vegetation Monitoring
September 2022
MY3 Invasive Plant Management
Summer 2022
Harmon Dairy Stream Mitigation Project page 3 of 22
Monitoring Year 3 Report
February 10, 2023

Table 3. Proiect Contacts
Designers
Wildlands Engineering Inc.
Construction Contractors
Baker Grading and Landscaping Inc.
& SM Soil and Water Solutions, LLC
Planting Contractor
Baker Grading and Landscaping Inc.
& SM Soil and Water Solutions, LLC
Seeding Contractor
Baker Grading and Landscaping Inc.
& SM Soil and Water Solutions, LLC
Seed mix source
Ernst Conservation Seeds and Green Resource
Nursery Stock Supplier
Dykes & Son Nursery
Monitoring Performer
ClearWater Environmental
Vegetation Management
SM Soil and Water Solutions, LLC
Surveyors
Ben Patton Land Surveying, PLLC
& Associated Land Surveyors & Planners, PC
3.0 Performance Standards
In accordance with the provisions in CFR Title 33, "performance standards that will be
used to assess whether the project is achieving its objectives... and should relate to the
objectives ... so that the project can be objectively evaluated to determine if it is
developing into the desired resource type, providing the expected functions, and attaining
any other applicable metrics".
Success criteria were defined in the 2017 Mitigation Plan. For each defined success
criteria, quantitative (e.g. bank height ratio) or qualitative (e.g. observations of fine
sediment deposition on the floodplain), data are measured throughout the monitoring
period. Year to year comparisons for the various parameters will allow adaptive
management to be implemented early in the monitoring period if necessary, in order to
reduce the risk of widespread problems.
3.1 Channel Stability and Morphology
3.1.1 Dimension
• Riffle bank height ratios (BHR) shall not exceed 1.2. Changes in BHR shall not
exceed 10% in year-to-year comparisons.
• Entrenchment ratio (ER) for riffles in reaches where ER is corrected through design
and construction shall be no less than 1.4. Changes in ER shall not exceed 10% in
year to year comparisons.
3.2 Hydrology
3.2.1 Bankfull Events
• At least 90% of the stream bed and banks shall remain stable through four bankfull
events, occurring in separate years, during monitoring years 1 through 7.
Harmon Dairy Stream Mitigation Project page 4 of 22
Monitoring Year 3 Report
February 10, 2023

3.2.2 Continuous Flow
• Continuous surface water flow must be documented for 30 consecutive days at any
point during the monitoring year.
3.3 Vegetation
3.3.1 Woody Stem Plantings
• Density of 320 live, planted stems/acre at year 3; 260 live, planted stems/acre at
year 5; 210 live planted stems/acre at year 7.
• Trees must average 7 feet in height at year 5 and 10 feet in height at year 7.
• No more than 50% of a plot stem count shall be a single species.
3.4 Visual Assessment
3.4.1 Encroachment
• 100% of fencing and signage to remain intact.
• No encroachments shall be made on the easement.
3.5 Schedule and Reporting
Monitoring reports will be submitted to USACE and DWR by December 31 of each
monitoring year. Based on the (NCIRT) "Wilmington District Stream and Wetland
Compensatory Mitigation Update), 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
• Map of project approach and structure
• Map with monitoring features and any problem areas indicated
• Assessment of the stability of the stream
• Annual photographs of monitoring features
• Assessment of vegetation
• Assessment of hydrology
• Recommended maintenance or corrective actions
• Any other observations from visual assessment such as indications of encroachment or
wildlife
Harmon Dairy Stream Mitigation Project page 5 of 22
Monitoring Year 3 Report
February 10, 2023

4.0 Methods
The ecological criteria for monitoring are linked to project success performance standards
established in the 2017 Mitigation Plan and discussed in Section 3.0 of this document.
Evaluation of project success utilizes industry standard methods described in detail
below. Project success will be evaluated annually for 7 years per the proposed guidance
set forth by the North Carolina Interagency Review Team's (NCIRT) "Wilmington District
Stream and Wetland Compensatory Mitigation Update" - October 24, 2016 (USACE
2016).
4.1 Channel Stability and Morphology
4.1.1 Dimension
Cross -Sectional Stream surveys follow the methodology contained in the USDA Forest
Service manual "Stream Channel Reference Sites (Harrelson, et al 1994). Cross-section
surveys were conducted on August 24, 2022 and August 25, 2022. Cross-section surveys
were performed by ClearWater Environmental Consultants, an EnviroScience Company
(ClearWater) using a laser level, and laser sensor attached to stadia rod, and measuring
tape. Permanent cross sections were established at ten locations within R and El
reaches, and were divided evenly between riffles and pools. Cross section locations were
established according to best professional judgement. Cross section data points were
collected at all major changes in slope, including top of bank, bankfull, water surface and
channel thalweg locations. All cross-section monitoring locations were recorded with a
sub -meter accurate Trimble GeoXT GPS device and monumented with a PVC stake and
rebar set in concrete. Stream channel cross section dimensions and associated
parameters were calculated using "The Reference Reach Spreadsheet" version 4.3 L
developed by Dan Mecklenburg. (Ohio Department of Natural Resources).
4.1.4 Photo Documentation
Photographic reference points (photo -points) were used to visually document stream
conditions and include both a downstream facing photo and an upstream facing photo at
each photo reference point. Photo -points were established at 30 stations along the
entirety of the project streams. All photo -points were recorded with a sub -meter accuracy
Trimble GeoXT GPS device and monumented with a PVC stake. The photographer will
make a reasonable attempt to capture the same perspective in each photo -point location
annually.
4.2 Hydrology
4.2.1 Bankfull Events
Crest gauges were installed on riffle cross -sections XS3, XS6 and XS10 and are visually
inspected each monitoring year to document the occurrence of bankfull events.
Photographic documentation of recently deposited rack lines were recorded as indicators
of bankfull flow events.
Harmon Dairy Stream Mitigation Project page 6 of 22
Monitoring Year 3 Report
February 10, 2023

4.2.2 Continuous Flow Monitoring
Streamflow stage will be monitored each monitoring year to document 30 days of
continuous flow using a continuous stage recorder set to record water level every 2 hours.
Evidence of channel flow will be documented with a photo and the stream level will be
manually recorded at each data download.
4.3 Vegetation
Vegetation monitoring was conducted during the As -Built Monitoring and will be
conducted in post -construction monitoring years 1, 2, 3, 5, and 7. Both Permanent
Vegetation Plots (PVP) and Temporary Vegetation Plots (TVP) were established. PVPs
will be monitored in utilizing methods established by the Carolina Vegetation Survey-EEP
Level 2 Protocol (Lee et al., 2008) and the 2016 USACE Stream and Wetland Mitigation
Guidance. For all monitoring plots all woody stems, including exotic and invasive species,
were recorded. Exotic/invasive species will not count toward success of performance
standards.
A total of seven permanent vegetation plots (PVP) and five temporary vegetation plots
(TVP) were established within the 14.14 AC planted area. Locations of PVP and TVP
were chosen in the field to capture the heterogeneity of the species composition and
spacing within the planted area. Permanent vegetation plots were established by
choosing a random origin point, with standard 10-meter by 10-meter square with plants
located on an XY axis. The vegetation plot corners were 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 and will
be repeated each monitoring year. Individual PVP data recorded will include woody stem
identification, height, density, vigor, damage (if any), and percent survival. Planted woody
stems will be marked during each assessment as needed so they can be found in
succeeding monitoring years. Mortality will be determined from the difference between
the baseline year's living planted stems and each monitoring year's living planted stems.
Temporary vegetation plots (TVP) are circular 100 m2 plots established in different,
random locations throughout the planted conservation easement in monitoring years 1,
2, 3, 5, and 7. These locations will be indicated on plan view maps for the corresponding
monitoring assessment year. Temporary vegetation plot assessments will document the
number of stems, species type, and stem height within the plot. Please refer to the Current
Condition Plan View (CCPV) Figures 4.0 through 4.5 for the permanent and temporary
vegetation monitoring locations for the current monitoring year.
4.4 Visual Assessment
Visual assessment will be performed annually to determine locations of exotic and
nuisance vegetation, fence damage, vegetation damage, or boundary encroachments.
Any areas of concern will be mapped and included in the annual monitoring report.
Harmon Dairy Stream Mitigation Project page 7 of 22
Monitoring Year 3 Report
February 10, 2023

5.0 Adaptive Management Plan
Maintenance of the newly constructed channels and all structures associated with the
restoration will be accomplished by Tryon Equestrian Partners (TEP) if the monitoring
parameters for restored streams exceed the range of natural variability established during
the 7-year monitoring period. Replacement planting will be performed by TEP if stem
counts fall below 320 stems per acre during the first three monitoring years, 260 stems
per acre through Monitoring Year 5, or 210 stems per acre through Monitoring Year 7. If
any portion of the mitigation project fails to meet the specified performance standards in
a monitoring year, the reason(s) for this failure will be determined and a corrective action
plan (which would include proposed actions, a schedule, and monitoring plan) will be
prepared. TEP will also install and maintain the livestock fence for seven years. The
landowner will be responsible for maintaining the fence thereafter if the adjacent land
uses include livestock. If it is believed that corrective action to a problem area is not
warranted, the corrective action plan would state the reasons. Continued monitoring of
the problem area may be required.
If necessary, project maintenance will be performed as described above. If it is
determined during the course of annual monitoring that the site's ability to achieve its
performance standards is jeopardized, the applicant would notify the Corps and DWR of
the need to develop an Adaptive Management Plan. Once the Adaptive Management
Plan is prepared and finalized the applicant would:
• Notify the Corps and DWR.
• Revise performance standards, maintenance requirements, and monitoring requirements
as necessary and/or required by the Corps and DWR.
• Obtain other permits as necessary.
• Implement the Adaptive Management Plan.
• Provide the Corps and DWR with documentation of corrective action. This report would
depict the extent and nature of the work performed.
A Corrective Action Plan dated January 8, 2021 was submitted to the Corps/DWR for
review. Areas of Concern (AOC) were updated March 19, 2022 following a site visit with
the Army Corps of Engineers. TEP hired SM Soil and Water Solutions to implement this
plan. This work was temporarily put on hold October 17, 2022 due to a land owner dispute.
Invasive plant control has been implemented in 2020, 2021 and 2022.
Harmon Dairy Stream Mitigation Project page 8 of 22
Monitoring Year 3 Report
February 10, 2023

6.0 Monitoring Year 3 (MY3) Data Assessment
MYO baseline data collection was conducted in July -August 2019. The third annual
monitoring assessment (MY3) was conducted in July -September 2022. The Site will be
monitored for a total of seven years, with the final monitoring activities scheduled for 2026.
6.1 Channel Stability and Morphology
Monitoring Year 3 morphological data collection was conducted in August 2022. Please
refer to Attachment B for cross section comparison plots photographs.
6.1.1 Profile
Stream profile was assessed visually during annual monitoring. No additional longitudinal
surveys are necessary unless visual monitoring indicates a need for remedial actions.
Visual monitoring indicated changes to profile which warrant maintenance activities and
will involve modifications to the profile along stations. These are modifications to grade
control structures and riffles described in the Areas of Concern (AOC) in Section 8.0.
6.1.2 Dimension
Generally, as -built cross -sectional dimensions match design parameters with minor
variations. Noted differences are still appropriate for the channel type. Tables 5-8
compare the as -built cross-section dimensions to MY3 dimensions. Minor aggradation is
apparent in cross sections 3-9 when comparing MY1, MY2 and MY3 to MYO. Sediment
mobility in the streambed during the first year of establishment is typical, and streambeds
reach equilibrium as more mature riparian vegetation develops over the monitoring
period. The channel profiles recorded during MY3 are fairly consistent with what was
observed during MY1 and MY2 monitoring, indicating that the site is trending toward
equilibrium. During the MY2 monitoring report, new aggradation was noted between MY1
and MY2 within cross section 5, however MY3 measurements indicate very little change
between MY2 and MY3 further indicating that the site is trending toward equilibrium.
The right control pin for Cross -Section 10 was unable to be recovered during the MY1
survey. A cross section survey was performed at the approximate location of the original
during MY1 and a new right control pin was reestablished, to the best of our ability, in the
same locations as in the baseline survey. Comparing Cross -Section 10 to the As -Built
survey is a poor reference due to the resetting of the right cross section monument;
therefore, MY1 will serve as a new baseline moving forward for cross section 10.
Summary tables comparing MY3, MY2, MY1 and Baseline data are included below in
Tables 5-9:
Harmon Dairy Stream Mitigation Project page 9 of 22
Monitoring Year 3 Report
February 10, 2023

Table 5. UT2 Reach 3 (E1).
MYO (As Built)
MY1
MY2
MY3
XS1
XS2
XS1
XS2
XS1
XS2
XS1
XS2
Riffle
Pool
Riffle
Pool
Riffle
Pool
Riffle
Pool
Bankfull
885.69
883.93
885.69
883.93
885.69
883.93
885.69
883.93
Elevation (ft)
X-Section
g
16.8
12.5
12.3
12.2
18.0
12.2
16.6
Area (ft.sq.)
Width (ft)
8.8
10.6
9.8
8.2
10.1
9.9
10.2
9.1
Mean Depth
1
1.6
1.3
1.5
1.2
1.8
1.2
1.8
(ft)
Max Depth
1.6
2.2
2.3
2.3
1.9
3.0
1.9
2.9
(ft)
Wetted
9.6
12.4
11.4
10.0
11.3
12.4
:11:4
11.9
Perimeter (ft)
Hydraulic
Radius
0.9
1.4
1.1
1.2
1.1
1.4
1.1
1.4
(ft)
Width -Depth
8.5
6.7
7.7
5.4
8.4
5.4
8.6
5.0
Ratio
W Flood
Prone Area
19.1
N/A
21.5
N/A
20.1
N/A
20.4
N/A
(ft)
Entrenchment
2.2
N/A
2.2
N/A
2.0
N/A
2.0
N/A
Ratio
Bank Height
1
1
1
1
1
1
1.0
1.1
Ratio
N/A: Not Applicable
Harmon Dairy Stream Mitigation Project page 10 of 22
Monitoring Year 3 Report
February 10, 2023

Table 6: UT2 Reach 4 (R)
MYO (As Built)
MY1
MY2
MY3
XS3
XS4
XS3
XS4
XS3
XS4
XS3
XS4
Riffle
Pool
Riffle
Pool
Riffle
Pool
Riffle
Pool
Bankfull
845.81
845.74
845.81
845.74
845.81
845.74
845.81
845.74
Elevation (ft)
X-Section
Area (ft.sq.)
5.6
11.6
2.4
5.6
2.6
3.2
2.3
3.2
Width (ft)
7.9
8.7
6.9
8.9
5.6
7.5
4.9
7.7
Mean Depth
0.7
1.3
0.3
0.6
0.5
0.4
0.5
0.4
(ft)
Max Depth
1.2
2.3
0.8
1.1
0.9
0.9
0.8
1.0
(ft)
Wetted
8.3
10.2
7.1
9.2
6.2
7.7
5.3
8.1
Perimeter (ft)
Hydraulic
Radius
0.7
1.1
0.3
0.6
0.4
0.4
0.4
0.4
(ft)
Width -Depth
Ratio
11.1
6.5
20.0
14.2
12.1
17.3
10.6
18.5
W Flood
Prone Area
31.7
N/A
21.8
N/A
23.1
N/A
20.6
N/A
(ft)
Entrenchment
4
N/A
3.2
N/A
4.1
N/A
4.2
N/A
Ratio
Bank Height
Ratio
1
1
1
1
1
1
1.1
1.0
N/A: Not Applicable
Harmon Dairy Stream Mitigation Project page 11 of 22
Monitoring Year 3 Report
February 10, 2023

Table 7: UT1 (R)
MYO (As Built)
MY1
MY2
MY3
XS5
XS6
XS5
XS6
XS5
XS6
XS5
XS6
Pool
Riffle
Pool
Riffle
Pool
Riffle
Pool
Riffle
Bankfull
831.24
831.4
831.24
831.4
831.24
831.4
831.24
831.4
Elevation (ft)
X-Section
Area (ft.sq.)
6.8
6.4
8.5
5.0
2.2
2.7
2.0
2.8
Width (ft)
8.9
13.4
7.0
9.3
6.0
5.3
3.6
5.8
Mean Depth
0.8
0.5
1.2
0.5
0.4
0.5
0.5
0.5
(ft)
Max Depth
2.1
1.1
2.0
1.2
0.7
0.8
0.8
0.8
(ft)
Wetted
10.3
13.8
8.8
9.6
6.4
5.6
4.3
6.1
Perimeter (ft)
Hydraulic
Radius
0.7
0.5
1.0
0.5
0.3
0.5
0.5
0.5
(ft)
Width -Depth
Ratio
11.8
28.3
5.7
17.2
16.1
10.5
6.6
11.8
W Flood
Prone Area
N/A
**
N/A
**
N/A
**
N/A
**
(ft)
Entrenchment
N/A
**
N/A
**
N/A
**
N/A
**
Ratio
Bank Height
Ratio
1
1
1
1
1
1
1.0
1.4
** Width of flood prone area exceeds survey boundary
N/A: Not Applicable
Harmon Dairy Stream Mitigation Project page 12 of 22
Monitoring Year 3 Report
February 10, 2023

Table 8: UT3 Reach 2a (El)
MYO (As Built)
MY1
MY2
MY3
XS7
XS8
XS7
XS8
XS7
XS8
XS7
XS8
Pool
Riffle
Pool
Riffle
Pool
Riffle
Pool
Riffle
Bankfull
906.9
905.1
906.9
905.1
906.9
905.1
906.9
905.1
Elevation (ft)
X-Section
Area (ft.sq.)
11.5
5.3
2.6
2.0
6.3
6.3
5.2
2.7
Width (ft)
10.3
8.9
5.8
3.0
9.4
9.4
8.4
8.5
Mean Depth
1.1
0.6
0.5
0.7
0.7
0.7
0.6
0.3
(ft)
Max Depth
2.1
1
0.9
0.9
1.2
1.2
1.2
0.9
(ft)
Wetted
11.8
9.2
6.5
3.3
10.1
10.1
9.7
9.0
Perimeter (ft)
Hydraulic
Radius
1
0.6
0.4
0.6
0.6
0.6
0.5
0.3
(ft)
Width -Depth
Ratio
9.3
14.8
12.8
4.5
14.2
14.2
13.5
26.7
W Flood
Prone Area
N/A
21.8
N/A
21.4
N/A
20.4
N/A
20.8
(ft)
Entrenchment
N/A
2.5
N/A
7.1
N/A
2.2
N/A
2.4
Ratio
Bank Height
Ratio
1
1
1
1
1
1
1.0
1.2
N/A: Not Applicable
Harmon Dairy Stream Mitigation Project page 13 of 22
Monitoring Year 3 Report
February 10, 2023

Table 9: UT3 Reach 4 (R)
MYO (As Built)
MY1
MY2
MY3
XS9
XS10
XS9
XS10
XS9
XS10
XS9
XS10
Pool
Riffle
Pool
Riffle
Pool
Riffle
Pool
Riffle
Bankfull
848.39
846.33
848.39
846.33
848.39
846.33
848.39
846.33
Elevation (ft)
X-Section
11.6
7
8.9
5.2
7.9
4.9
8.1
3.2
Area (ft.sq.)
Width (ft)
12.5
10.5
7.6
6.5
7.3
5.8
7.5
6.0
Mean Depth
0.9
0.7
1.2
0.8
1.1
0.8
1.1
0.5
(ft)
Max Depth
(ft)
2.6
1.2
2.1
1.5
2.1
1.5
2.1
1.4
Wetted
Perimeter (ft)
14.3
11
8.8
7.5
8.7
6.8
8.8
7.2
Hydraulic
Radius
0.8
0.6
1.0
0.7
0.9
0.7
0.9
0.4
ft
Width-Depth
Ratio
13.5
15.7
6.5
8.2
6.8
6.9
6.9
11.3
W Flood
Prone Area
N/A
67.8
N/A
60
N/A
60.0
N/A
60.0
(ft)
Entrenchment
N/A
6.5
N/A
9.2
N/A
10.3
N/A
10.0
Ratio
Bank Height
1
1
1
1
1
1
1.1
1.1
Ratio
N/A: Not Applicable
6.1.3 Pattern
Pattern data is not applicable for high slope project streams that are either Rosgen A -
type or B-type stream (UT2 above ford crossing and UT3 Reach 1-3) For lower gradient
streams with a wider valley and floodplain were designed as Rosgen E stream type
channels (UT1, UT2 below ford crossing and UT3 Reach 4). Sinuosity for these reaches
was calculated as ranging from 1.12-1.3. No systemic adjustments to pattern were
observed during the MY3 period. Isolated areas of bank scour and floodplain scour
indicate minor localized adjustments to pattern that are expected to stabilize as riparian
vegetation matures. These areas are included under the Areas of Concern (AOC) listed
in Section 8.0.
Harmon Dairy Stream Mitigation Project page 14 of 22
Monitoring Year 3 Report
February 10, 2023

6.2 Hydrology
Bankfull events were recorded during MY3 at all three crest gauge stations. Signs of
perennial flow were observed throughout the monitoring reach. Crest gauge readings
from August 25, 2022 are included in Table 10 below:
Table 10- Crest Gauge Data
Location
Date Observed
Crest Gauge Reading
UT1 Crest Gage at XS6
August 25, 2022
0.75 ft
UT2 Crest Gage at XS3
August 25, 2022
0.50 ft
UT3 Crest Gage at XS10
August 25, 2022
0.35 ft
A HOBO° continuous flow monitoring device was installed in UT3 Reach 2 during MY3.
The device was installed on March 3, 2022 and set to record the water level every 2
hours. Data from the device was collected on August 25, 2022. The data showed that the
reach had perennial flow throughout the deployment of the device. A record of continuous
flow data is included in this report as Attachment C. Visual monitoring of this reach
confirmed strong baseflow in this reach during the MY3 period.
6.3 Vegetation
During MY3 areas identified as showing low survivability of planted woody stems were
supplemented with bare root plantings. Following the plantings, the MY3 average planted
density is 347 planted stems/acre for permanent vegetation plots (PVP) and 299
stems/acre for temporary vegetation plots (TVP). The total overall planted density
representative for the site is 327 stems/acre, which exceeds the interim measure of
vegetative success of at least 320 planted stems per acre at the end of the third
monitoring year. It should be noted that most tree mortality occurred between MYO and
MY1. PVP 1, 4, 5 and 6 do not individually meet the interim vegetative success criteria,
however if survival rates remain stable, plots 1 and 4 are on tract to meet planted
Harmon Dairy Stream Mitigation Project page 15 of 22
Monitoring Year 3 Report
February 10, 2023

stems/acre goals during year 5 and year 7. PVP 6 is located in a wetland and has a high
density of black willow within the plot. Due to the fact that black willow was not included
on the as -built planting list, the plot did not meet the interim vegetative success criteria.
Invasive plants were observed on site including dense stands of kudzu (Pueraria
montana), as well as Chinese privet (Ligustrum sinense), tree of heaven (Ailanthus
altissima), and Japanese stiltgrass (Microstegium vimineum) in lesser quantities. These
areas are listed in the Areas of Concern Section 8.0 and depicted on the CCPV (Figures
4.0-4.5). Management of exotic invasive plants using herbicide treatment occurred during
MY3 and will be ongoing in subsequent years as necessary to control the spread of kudzu,
tree of heaven, and Chinese privet. Vegetation data tables and photographs of each plot
can be found in Attachment D.
Table 11: Vegetation Plot Total Stem Counts
Plot
MYO
Stem Count
MY1
Stem Count
MY2
Stem Count
MY3
Stem Count`
% Mortality
PVP1
3
1
1
7
0%
PVP2
11
6
7
13
0%
PVP3
14
11
12
14
0%
PVP4
7
5
5
6
14%
PVP5
4
2
2
3
25%
PVP6
7
6
6
5
17%
PVP7
12
10
11
12
0%
TVP1
24
6
2
8
N/A—
TVP2
19
4
16
6
N/A
TVP3
16
8
6
9
N/A
TVP4
15
5
11
9
N/A
TVP5
3
0
5
5
N/A
Average #
stems
11.25
5.33
7
8.08
8%
Plot Area
0.0247 Acres
0.0247 Acres
0.0247Acres
0.0247Acres
Stems/Acre
455
216
283
327
"Supplemental woody planting during MY3
""N/A: Individual temporary vegetation plots
are not comparable between monitoring years
because the location of each plot changes
annual)
6.4 Visual assessment
The MY3 visual assessment was performed in July -September of 2022. Visual inspection
showed strong survival rates and continued growth of planted live stakes along the stream
banks throughout the monitoring area. ClearWater did note a section of downed fence on
the south side of UT2, however no signs of livestock encroachment were observed. The
Harmon Dairy Stream Mitigation Project page 16 of 22
Monitoring Year 3 Report
February 10, 2023

location of the downed fence is noted in the attached Figure 4 map set. Photographs of
all permanent photo points are included in Attachment E.
Harmon Dairy Stream Mitigation Project page 17 of 22
Monitoring Year 3 Report
February 10, 2023

7.0 Corrective Action Plan
Efforts to close out the construction phase of the Harmon Dairy Stream Mitigation site are
ongoing, and are described in the corrective action plan which was submitted January 8,
2021. Areas of Concern (AOC) were updated March 19, 2022, following a site visit with
the Army Corps of Engineers. The corrective action plan includes the scope for remaining
work necessary to meet the construction phase requirements, including: (1) modification
of fence lines as installed to contain the conservation easement, (2) signage installed to
the conservation easement boundary, (3) supplemental planting plan, (4) invasive plant
control, (5) revision to conservation easement boundary, and (6) repairs to stream
channel. AOC are outlined in Section 8.0 of this report. Invasive plant control was
implemented in 2020, 2021 and 2022. Supplemental planting occurred during MY3. SM
Soil and Water was contracted for to complete stream repairs during MY3. Due to access
issues with the landowner, corrective action work was temporarily put on hold. The
remaining work outlined in the corrective action plan will be completed during MY4.
8.0 Areas of Concern
Sealed record drawings include annotated Areas of Concern (AOC) in Attachment F.
Below these AOC are ranked as minor, moderate, or severe, and will be monitored as
"watch areas" or indicated for maintenance. These areas were reevaluated in in 2022.
Specific areas of concern are detailed below:
Table 4: Monitorina Areas of Concern (AOC
AOC - #
Location
Problem Description
Rank/size
Action
AOC-1
UT1 Reach 2
Streambank erosion
Moderate
Maintenance
STA 4+50
and pattern
Scheduled MY3
adjustment in
channel, gravel bar
forming at center of
channel which is
directing flow to
flood lain pools
AOC-2
UT2 STA 7+95 -
Streambank erosion,
Severe
Maintenance
8+25
both banks
Scheduled MY3
Additional
necessary repair
identified 3/19/22
AOC-3
UT2 STA 12+75
Right stream bank
Moderate
Maintenance
eroding
Scheduled MY3
AOC-4
UT2 STA 13+88
(Boulder Step #6):
Minor
Maintenance
Structure piping
Scheduled MY3
Harmon Dairy Stream Mitigation Project page 18 of 22
Monitoring Year 3 Report
February 10, 2023

AOC - #
Location
Problem Description
Rank/size
Action
AOC-5
(Boulder Step #10):
Minor
Maintenance
UT2 STA 17+00
Lateral scour
Scheduled MY4
AOC-6
UT2 STA 17+50-
Right hillslope above
Moderate
Maintenance
18+00:
streambank is
Scheduled MY4
sloughing
AOC-7
UT2 STA 17+90
(Boulder Step #15)
Moderate
Complete
Structure failure
AOC-8
UT2 STA 26+63-
Log sill piping
Minor
Complete
26+74
AOC-9
UT2 STA 27+84-
Riffle and end grade
Severe
Complete
28+36
control washed out
AOC-10
UT3 STA
Boulder Structure
Moderate
Complete
109+15:
repair needed
AOC-11
UT3 STA
Left stream bank
Moderate
Complete
116+50 - 117+00
eroding
AOC-12
UT2 left
Bare, eroding soil
0.02 AC
Complete
flood lain
patch.
AOC-13
UT2 right
Bare, eroding soil
0.01 AC
Complete
flood lain
patch.
AOC-14
UT2 right
Bare, eroding soil
0.10 AC
Complete
floodplain
patch.
hillslo e
AOC-15
UT2 left
Bare, eroding soil
0.05 AC
Complete
flood lain
patch.
AOC-16
UT3 right
Bare, eroding soil
0.06 AC
Complete
floodplain
patch.
hillslo e
AOC-17
UT3 right
Bare, eroding soil
0.06 AC
Complete
floodplain
patch.
hillslo e
AOC-18
UT3 Reach 2
Area of low stem
0.54 AC
Complete
density
AOC-19
UT3 Reach 2
Area of low stem
0.64 AC
Complete
density
AOC-20
UT3 Reach 4
Area of low stem
0.48 AC
Complete
density
AOC-21
UT2 Reach 2
Area of low stem
2.19 AC
Complete
and 3
density
Harmon Dairy Stream Mitigation Project page 19 of 22
Monitoring Year 3 Report
February 10, 2023

AOC - #
Location
Problem Description
Rank/size
Action
AOC-22
UT1 Reach 1
Area of low stem
0.40 AC
Complete
density
AOC-23
UT1 Reach 2
Area of low stem
0.22 AC
Complete
density
AOC-24
UT2 Reach 3
Invasive Plant
0.20 AC
Herbicide applied
dominance — kudzu
Severe
2021/2022
AOC-25
UT1 Reach 4
Invasive Plant
0.58 AC
Herbicide applied
dominance — kudzu
Severe
2020/2021/2022
AOC-26
UT1 Reach 2
Invasive Plant
1.10 AC
Herbicide applied
dominance — kudzu
Mild
2020/2021/2022
AOC-27
UT3 Reach 4
Invasive Plant
0.49 AC
Herbicide applied
dominance — kudzu
Severe
2020/2021/2022
AOC-28
UT3 Reach 2,3
Invasive Plant
1.04 AC
Herbicide applied
and 4
dominance — kudzu
Mild
2020/2021/2022
AOC-29
UT3 Reach 1
Invasive Plant
0.13 AC
Herbicide applied
dominance — tree of
Mild
2020/2021/2022
heaven
AOC-30
UT2 Reach 3
Invasive plant
0.34 AC
Herbicide applied
dominance- kudzu
Mild
2020/2021/2022
AOC-31
UT3 Reach 2
Invasive plant
0.21 AC
Herbicide applied
dominance — privet
Severe
2020/2021/2022
AOC-32
UT2 Reach 1,2
Invasive plant
3.25 AC
Herbicide applied
and 3
dominance- kudzu
Moderate
2020/2021/2022
AOC-33
UT2 Reach 3
Invasive plant
1.59 AC
Herbicide applied
and 4
dominance- kudzu
Moderate
2020/2021/2022
AOC-34
UT2 Reach 4
Invasive plant
0.30 AC
Herbicide applied
dominance — privet
Severe
2020/2021/2022
AOC-35
UT2 Reach 4
Invasive plant
0.13 AC
Herbicide applied
dominance — privet
Severe
2020/2021/2022
AOC-36
UT3 Reach 4
Invasive plant
1.01 AC
Herbicide applied
dominance — kudzu
Severe
2020/2021/2022
AOC-37
UT2 Reach 2
Invasive plant
0.07 AC
Herbicide applied
dominance — tree of
Mild
2020/2021/2022
heaven
AOC-38
UT2 Reach 3
Invasive plant
1.54 AC
Herbicide applied
dominance — privet
Moderate
2020/2021/2022
AOC-39
UT1 STA -r6+25
Remove beaver dams
Moderate
Complete
New
and beaver
AOC-40
UT1 STA
Potential eroding right
Mild
Maintenance
(New)
-r10+75
stream bank
Scheduled MY4
Add Photo Point
and Bank Pins
Harmon Dairy Stream Mitigation Project page 20 of 22
Monitoring Year 3 Report
February 10, 2023

AOC - #
Location
Problem Description
Rank/size
Action
AOC-41
UT1 STA
Undercut left stream
Mild
Maintenance
(New)
-r11+00
bank
Scheduled MY4
Add Photo Point
AOC-42
UT2 STA 25+20
Log sill piping
Moderate
Complete
New
AOC-43
UT2 STA
Log sill piping
Moderate
Complete
New
-r25+30
AOC-44
UT2 STA
Log sill piping
Moderate
Complete
New
-r25+61
AOC-45
UT2 STA
Log sill piping
Moderate
Complete
New
-r29+20
AOC-46
UT2 STA
Log sill piping
Moderate
Complete
New
-r30+00
AOC-47
UT3 STA
Eroding right stream
Moderate
Maintenance
New
-r101+60
bank
Scheduled MY4
AOC-48
UT3 STA
Large gravel deposit
Moderate
Complete
(New)
-r115+50 -
shifting stream to the
-r116+00
right
AOC-49
UT2 STA
Erosion occurring in
Mild
Maintenance
(New)
-r15+40
rock swale on right
Scheduled MY4
bank
AOC-50
UT2 STA
Erosion occurring on
Moderate
Maintenance
New
-r18+50
right bank
Scheduled MY4
AOC-51
UT1 STA 13+80
Stream cutting around
Mild
Maintenance
New
rock structure
Scheduled MY4
AOC-52
UT3 STA
Failed boulder step
Moderate
Maintenance
(New)
124+35
causing impediment
Scheduled MY4
to aquatic life
AOC-53
UT2 STA
Eroding right
Moderate
Complete
New
-r10+75
streambank
AOC-54
UT2 STA
Mid channel bar
Moderate
Complete
(New)
-r14+00
forming. Eroding right
streambank.
AOC-55
UT2 STA
Bare right slope
Moderate
Complete
New
-r30+25
above stream
Harmon Dairy Stream Mitigation Project page 21 of 22
Monitoring Year 3 Report
February 10, 2023

9.0 References
ClearWater Environmental Consultants Inc. and Wildlands Engineering Inc. (2017)
Harmon Dairy Stream Mitigation Project Mitigation Plan
ClearWater Environmental Consultants Inc. (2020) Harmon Dairy Mitigation Project As -
Built Report.
Harrelson, Cheryl C; C. L Rawlins; J.P. Potyondy. 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.
Mecklenburg, Dan & Ohio Department of Natural Resources. Copyright 2006. "The
Reference Reach Spreadsheet" version 4.3 L
Rosgen, David L. 1994. A classification of natural rivers, CATENA,Volume 22, Issue
3.Pages 169-199
U.S. Army Corps of Engineers 2016. Wilmington District Stream and Wetland
Compensatory Mitigation Update — October 24, 2016
Harmon Dairy Stream Mitigation Project page 22 of 22
Monitoring Year 3 Report
February 10, 2023

Harmon Dairy Stream Mitigation Project (+/- 22.28 AC)
comnsV4Jle
IT
I
Project Boundary
d,d
C
5
C
N
Legend 0 0.5 1
r-i Conservation Easement (22.28 AC) Miles
Drawn by: AKT Date; 6.17.2020 CEC Project #747 Updated 1.20.22 BWY
OLearWater
Polk County, AnEnviroScienceCompanyLP Vicinity
North Carolina 145 7th Avenue West, suite B Figure 1
Hendersonville, NC 28792

Harmon Dairy Stream Mitigation Project (+/- 22.28 AC)
Project Boundary
,{ i - ice-- ���_ �_ -i 1.. w _ _•. /�r� •�. �y r � �
NORTH
SQUTff COMM
z
rl�
2 N
Legend ; 0 0.5 1
Conservation Easement (22.28 AC) Miles }
Drawn by: AKT Date; 6.17.2020 CEC Project #747 Updated 1.20.22 BWY
Polk County C�earnWaLer USGS Topographic Map
North Carolina 145 7th Avenue West, suite B Fingerville West Quad 1:24k
Hendersonville, NC 28792 Figure 2

Harmon Dairy Stream Mitigation Project (+/- 22.28 AC)
Phase II CE (18.43 AC)
UT2
r
Phase I CE (3.84 AC) -�
>
/ UT3
UTi
UT4
UT5
Legend
Conservation Easement (22.28 AC) N
rZ Phase I
0 Phase II
Project Streams
Approach
Enhancement
Enhancement II
Preservation 0 500 000
m Restoration
• Crossing Feet
Drawn by: AKT Date; 6.17.2020 CEC Project #747 Updated 1.20.22 BWY
OLearWater
Polk County, AnEnviroScienceCompanyLP Project Components
North Carolina 145 7th Avenue West, suite B Figure 3
Hendersonville, NC 28792

Harmon Dairy Stream Mitigation Project (+/- 22.28 AC)

Harmon Dairy Stream Mitigation Project (+/- 22.28 AC)
Mary's Branch
!Jim
M { / / \
\ dip \
Legend
Conservation Easement (22.28 AC) ® Gravel Crossing Permanent Vegetation Plots (VP)
Project Streams Cross -Sections - Did not meet success criteria
Enhancement I - Fence Line Success criteria met
Enhancement II Photo Points (PP) Temporary Vegetation Plots (TVP)
�
Preservation = Did not meet success criteria
Restoration - Spring 2022 Planting Area
- Success criteria met
- - - - Crossing - Invasive Plant Management Area
Polk County,
North Carolina
UTZ
OLearWater
An EnviroScience CompanyL�
145 7th Avenue West, Suite B
Hendersonville, NC 28792
UT2
PVP4 0
f� s
UT3
v2
PVP3
PPP-15 — —
TVP 4
LI {
#r , 1► T PP-26
WPVkP7�.�.._
\
\
0 50 100 200
Feet
Current Condition Plan View (CCPV)
Monitoring Year 3 Sheet 1
Figure 4.1

Harmon Dairy Stream Mitigation Project (+/- 22.28 AC)
A,X.
�.-
. �S
i u, PP-13 • � /
— J TVP 4 /
--
f�
PP-26
1
�- fT f - Legend
TVP 3 Conservation Easement (22.28 AC) - - - Crossing Spring 2022 Planting Area
2
Project Streams ® Gravel Crossing Permanent Vegetation Plots (VP)
UT3 ? Approach Cross -Sections Did not meet success criteria
. ; Enhancement I Success criteria met
Fence Line
Enhancement II
Invasive Plant Management Area Temporary Vegetation Plots (TVP) �•
Preservation � Did not meet success criteria
Restoration 0 50 100 200
Photo Points (PP)
� � Success criteria met
r 4,.I Feet
Drawn by: AK,T Date; 6.17.2020 GEC Project#747 Updated 1.13.23 E ffi
IYR f; r
OLearWater Current Condition Plan View (CCPV)
Polk County, AnEnviroScienceCompanyP Monitoring
North Carolina 145 7th Avenue West, suite B g Year 3 Sheet 2
Hendersonville, NC 28792 Figure 4.2

Harmon Dairy Stream Mitigation Project (+/- 22.28 AC)

Harmon Dairy Stream Mitigation Project (+/- 22.28 AC)

Harmon Dairy Stream Mitigation Project (+/- 22.28 AC)

Attachment A: Recorded Conservation Easement

2
5nw c RO.E
etl wIN
ENidMA G xart
peen ].r/t!T
hn Aet Fr t
19
C
r n
18
fIP
3 C wNn•�)
15
C
M
o-a
Ay ��Enln
.Eli
c, D. Scott ba.tic. Frclen:mol Lcn4 S.r Ho. L-3801, I. D. Scalt Beatic, a.Ufy Not 1h1. plot was- STATE OF NOTI IH CARCUNA
one
t
/ lily a w mare of Me following e. htl,me.d Ihaa, .e my eapeMJm kph w actual .ur-, mo as GOUNTY Of POLK
w O: undw my s pl> lan (aced de.crlp Um rN orded in f
.t lhl. plat 1a of a .ur.�Y of onctNH wlegwy, n` N D I that M. beunearie. np[ 1
yetl k NOTE that
a dra.n frwn ReNew OKCH of Pat
A a. Me r.mrnbholion of e. t:ig pweNx o rm ti laurp m 9— AS NOTED: tent M< Coo^l Y• a fy Mot Na mop ar pinl f0 wn
ark-ardwN y w athH ...pb le the raL'm 1 preNafan ea eolcWaled la 1:1000tr teal V1h cer tikca Im h aN1.ed m 1 ell .[atulnry •�.
tleMlllen a} subdlH.im. Mh plat was prep d h acco dC with G.S, requirements fw r wding. 0 4T-30 a. amended, Wt.— my wlglnul s clure,
U_ SCOTf BOSTC PROFE59Cp LAND SIIR regi.Lrtallm nurvbH Ond aed thl. _2�' _ aaY -
/ Slgnalen__
a
Lic.nsu Dl
NTArg Op NOMW OAXDUA A
fta
��� � : gr[ef MRsetJrr}r�
Nccs ueeaNeluI.T am.=i,M'-�—
�->='•y+oJ-L- :a.5ru.la rlmmm�.�1
� �efYal�lr (rlw u(na.} me xe 7
AlAl t.f -
OieD fc� w,w� ,ate. .wl,a�m.. m E mindn n
89lf �•E ,,•�... P.Ie KINW .M20011 Go•-0tiee �P.
�'NYi� Ieer. 0.9dw.Y 1 99i�y�
` (r.rr71 _ frr.tlwt QY-�vA��s,o/Y1Y
iu' ILLn�NUYPI
AN NYKI`ryf
IN.e�od �E!]31
(r—)
M-9E t CREEK
CONSERVAp°H AREA
167.e50 Sq ft
38. A",
pW(.ni niwwpr
AtuES A1Ax ^Ne.IPr
I>s.y P114-e
peee:de�/a3t
cr—)
(T—)
XI—)
b
ryas �vltJunl_'sNEENAN•
(NAp
1(NAD e37m1 Xr0E:1p.T.aeae .n
1). sAc Nd 1poo)
Eater aaa.n3plT)
• FVVNp hNON FfN (E1P)
/
D0:'=A�e.nuar
5 RVEY FOR
o .Er. ATad
HARMON DAIRY
Pater
nyeaw t it
PHASE 1 CREEK CONSERVATION EASEMENT
Q. NAh OR RAILROAD SPUKE
HYDRANT
er \
CASEMENT AREA [JET PN THE LANDS OF
OOUGLAS
Q
N 7 \
HAR" dt JAMES ALAN HARMON
DEED BOOK O -E PAOE Z31
LIGHTP ORLAMP
II LlGNT PqE CR LAMP
`TL
PARCEL NUMBER P118-.
[,KEEN CREEK TOWN SHW, POLK COUNT)', NO
uNu Tr POLE
\
E1ELD: I. GRAUDS2U5, E. LANDIS MAPS 1, CRAUDSZU5
WAXH VALK
DATE: JAN 23. 2017
23001 HARMON DAIRY CREEK CONSERYAnoN EA5EMENT
a wa)ER METER (wm)
GAS VA W
\
GRAPHIC SCALE -
SEVER MANHOLE
\
e00
©O CONCRETE MONVAEHr
(K"• \
® of wtr MCNVMENr
�o.oR,r11�-e
xa!]d1a
\
• NOTES ••
s TON
G sr[wE
n.«I ,.)
\
K ••a R/,Y 1h,e ,. eps.aeimm. unlep
1 IINCIH =Tao T�[r
Prgaerfy LMe
\
Inn.iee mlW.
2. f#i t> N rANcl la wol�.tF ar .ecd
Adjdnen (Sur.wyp)
\
ut Ht1 •�.^•ate, .wd r1p.4. of Toy and
undrpeana uNitNn
%
——A1Jcin.n (cot aNr..y.d)
\
'- a ea•'q ph^^•. -�1� vw•. the.
'mw
PROFESSIONAL SURVEYING
— —Rrghf er R'ov
\
wp+�r.ap eretrN w: •1M
1a�naa p [ or bwnAry wrwy.
l�
— - UlgifY Lines
lm x� a Tm vH Nro.notM eM1e.n n.w, N
\
�^N
.. Na IeaWn. 1acm.p e r error. lhoee shown.
IFHM LCENSE X0, P-1138]
Asphd!
— — — — — LevaN
�,E;
•. e"lr 1M. 1.. 1... ehs•• rN�e
prlwll. .iel.el m d,aye o•a mr�rseearC.
Mee! r e r..y s .� lye n•roblbne ar umeaetw
5. Tnia .w.wv we pHrw.rnd wnnaat the ben.rt
6. Roprty h eub+ct to rteea;: •nd rwVktiy
e .f ...w., n apPllce,
206 N. MAJN STREET
P 0 BO% 1181
Ru1HERPOPOTl3•J. NC .11.
PHONE: (Op B) 2B7-1050
6
d
M
eC.r
W�y
.V.�1fI
^^,V
A�
C
Myy�
fie!

Page 1 of 1
NC65 Manurient "! U,
N= 566.BB.3.27
E= 1.090.90t7.17
�►� y +t� 1, Cameron S Baker State of North Carolina
certify that this plat State of North Carolina, County of Palk
,tt �\A CA Rp �jr was drawn under my supervision from an actual survey under County of
=0�gPp¢FSS+p (* my Superyu on (deed desenplron recorded in book 4 6 , 1, t,�� Review Officer of Polk Courriy, friedQ "fo�rlregistratian an ths�day of 20
9 page 580 J that the ratio ofprecision as calculated by at.. 51o' ctrok-t- M and received in
SEAL latitudess and departures does not exceed 1:10,000 and that codify that the map or plat to which this certification is affixed
L-4920 - in the office of the
this map was prepared in accordance with Q. S. 47.30 as amended rheets all statutory requirements for recording. slide G OG�
Wifness my hand and seat this,sj1day of F@A 20-&. yr � n S Re ister of Deeds of Pa![( County.
if.
FRON S.0� �� �/��� 1Kf r/'�q/ ReviewOtiScer b Date �Ilh . ltl. 1.���Z[ i?•l � ~ nj
f�lttlEll��` - J�'
f Professional Land Surveyor No. L4920
BY ,Deputy o
a
o� t
L Cameron S. Baker F= 1,057,067.94
Professional Land Surveyor, certify that this
survey is of anothercategory,such as
recomoinakorr of existing parcels, a court
ordered survey, or other exception to the Spring
deFin' of subdivision. 563 k�
Prot�Prossr d urveyofL-49 0
�
Global Positioning System Certification (RTR) 00' i/
L21-L27Are Tic boeS The PositionlAccuracyOfThe RTKDerivedPositional n qDj AAA
Lire
6earrn
Oisiance
L 1
S 04° 1 G'25" E
37,G7'
L2
5 20025'55" W
! 8.21'
L3
5 06°03'59" E
1 7. 19'
L4
5 G3° 12'52" W
90.62'
L5
5 82°26' i 3" W
1 r40.62'
LG
N 46°00'40" W
117.G I'
I-7
5 35°4044" W
1 28.4E'
L8
N 0600359" W
53.39'
L9
N 20°25'55" E
1 17.801
L 10
N 0401025" W
54.22'
Li I
N 84°39'48" F
134.88'
L12
5 23121'02" E
14G.84'
L 13
5 39°42'48" W
170, 1 1'
L14
5 G6°31'20" E
139,77'
L15
5 24°47'46"'N
119-GI'
L I G
5 68° 1 3105" W
105.05'
L 17
5 72°30'34" W
144.60'
L 18
N 42°28'43" E
115 55'
L 19
N 231211021 W
147.59'
L20
5 21,38,03, E
156,75'
L21
5 071632" W
35.20'
L22
5 47°45'07" E
90,34'
L23
5 42°49' 12" W
151.70
L24
N 35°4044" =
37.47'
L25
5 13103130" C
25. 17'
L2G
N 68°2130' E
25.01'
L27
N 72`30'34" E
142.93'
lnforrnatron Is 0.03 NOrrzarltaf & 0 03 M711,01
10��
Horizontal Positional Are Referenced to NAD 83 (NSRS2011)
I �°
vertical Positions Are Referenced To NAVD 88 (Geoid 12)
Combined Factor P.99384087 (Ground To Grid)
Equipment Used, Carlson Supervisor* GPS Tablet
'
� 5
l
24" CMP ARM 4 - 1 �
Phase i Creek Flush IN/Ground L f 1
0,
Conservation Easement23r /
g/ 13Q
Ford �'/�
Flush W/G(Ourd
N= 542,45f,54 Alcfxawell
f= 1,054,652.00 O°3� ` D.R. Ji5 P4 1670
A.A. E Pg.1236
r \\_ An: Alfg 59
\ AREA 3
Spring
�S57s 2 ----' Et5 (Irr Stump)
�-�73 (In Stump)
5�0
l7ject to
2. The iocatior5of underground udergrrb ! tes are ibased on abo right
5to2
�30F record.13k11
:,nd record drawings provided to the 5ur•veyor, Locator75 of underground
Vhhties/4tructure3 may vary from locations shown hereon, Additional
burled ut+llt+es/s,ructures may be encountered.
3. 5urveyor t1a5 made no ,nveytrgatron or independent search for easements of record, in8 2'
encumbrances, restrictive covenants, owner5hip title fwdegce. or any other facts that Tie L ld 205
6
an accurate title search may disclre. Pence P0.5t
4. The certification of survey and plat was prepared for the entity named m the t+tte block
hereon and does not extend to any other ert+ty, unless recertified by the profes5+orwi land -1
surveyor � � 17cksvr,
.5. All mrscellaneo s survey related materials, �ncludina but,not 8mited to, protect plans,
deed and WW research, maps, field notes and data, survey reports: record title report, _ l PB. C Pq. 977
calcutatrcns, working drawing_, estrmateg, and other materials acgwr;�d vndlb, prepared P1n; P119-88
by the survey or as instruments of service .shad remain the property of the surveyor and ass+grs,
C. r"ni5 draining , not 14d unless the original53ignatore and stamp are attached. Any repraductoo ! Legend"
or va mr+ce to th+5 501vey by eiectrvrve; or any other means are not to be considered issued by the Rr {ings 5P = [rr54ng Iron Pipe
profe55ronai
J D.B. 3W, Pq. 56f E15 = txrstng Iron Stake
surveyor. A8, F, Pg 76 ` IP5 = iron Pipe Set
Area by Coordinate Computatran• Pin: P110-74 ` P = 112' iron Pipe Set
I � -
}0 0 100 200 Me
GRAPHIC SCALE - FEET
r
W
�f0 ~ 11
Fordj/
/
N`�
!gip/ j
AREA 2 1 /
l
� RlrllnsJs 4
A. R. 39d, Py, -35R 1
P.B. F, Pg 76
Plh: P10-76 S
Unmarked Point, Unless Dthermw Noted
-- - - — Centerline of Creek
= Proposed fasment Linos
CMP = Corrugated Metal npe
,r- Cde.%vw Rd
Hwy 9
i
i
Harmorr5 Dairy Lrr
51TE +
Hwy `"
Jim Page Rd .\ l
NOT TO 5CALf
Vicinity Map
IIIIIillllllliillillll I111111NlIIII IIIII IIIIIIIIIIII IIIIIIIIIIIIIIIII IIII
Doc 10: 004686230001 TVP6: GRP
Recorded: 02/29/2018 at 08.31:00 AM
Fee Amt: $21.00 Page 1 of 1
Polk Mc
Sheba khl.tmlre ReglsTar of Deeds
6KF PG1020
A Pottiou czi that 0-olmrtyas deicrdwij
in P. R. 4-26, Py. 580
Proposed Easement 5uivfy DF
114rmon Dairy
Ph4se 2 Creek Consemition E,?sement
- Owner -
Jandy Land Company LCC
D, 8. 476, Pg. 580
Pin: P719-4
f Green Creek Townsh(p I Polk County, NC
ASSOCIATED LAND SURVEYORS
& PLANNERS PC,
P.O. BOX 578 * HORSE SHOE, NC 28742
[phone] NC 6USNESS LICENSE NO. C-2774
sac i inctr = ruuteet DAr€ f-eDMQi- Zr Zura
AN5-77-181-HDCE oxnaNdar.CSBASH c&c70
- Book: F Paine: 1020 Sea: 1
Book: F Page: 1020 Page 1 of 1

Attachment B: Cross Section Comparison Plots and
Photographs

Harmon Dairy Stream Restoration Project
Geomorphic Monitoring
Cross Sections
891
890
889
$ 888
c
0 887
v
w 886
885
884
883
0
889
888
887
886
w
c 885
0
> 884
v
w
883
882
881
880
0
Cross Section 1 - UT2 Reach 3 STA 13+26
10 20 30 40
Station (ft)
10
Cross Section 2 - UT2 Reach 3 STA 13+66
20 30 40
Station (ft)
50
50
- MYO
- MY1
MY2
MY3
BKF
- MYO
- MY1
- MY2
- MY3
- BKF
60
60

Harmon Dairy Stream Restoration Project
Geomorphic Monitoring
Cross Sections
854 i
853
852
851
$ 850
c
849
w
848
847
846
845
844
0
Cross Section 3 - UT2 Reach 4 STA 28+73
10 20 30
Station (ft)
Cross Section 4 - UT2 Reach 4 STA 28+80
40
50
MYO
854
MYO
852
- MY1
_ 850 - MY2
_ - MY3
c
o gqg -BKF
v
w
846
844
842 L
0
10
20 30 40
Station (ft)
50
60

Harmon Dairy Stream Restoration Project
Geomorphic Monitoring
Cross Sections
833
832.5
832
$ 831.5
c
831
v
w 830.5
830
829.5
829
0
833
832.5
_ 832
c
831.5
v
w
831
830.5
830
0
Cross Section 5 - UT1 STA 7+20
10 20 30
Station (ft)
10
Cross Section 6 - UT1 STA 7+51
20 30
Station (ft)
40
40
50
50
60
60

Harmon Dairy Stream Restoration Project
Geomorphic Monitoring
Cross Sections
912
911
910
$ 909
c
908
v
w 907
906
905
904
0
911
910
909
$ 908
c
907
v
w 906
905
904
903
0
Cross Section 7 - UT3 Reach 2a STA 104+59
10 20 30 40
Station (ft)
10
Cross Section 8 - UT3 Reach 2a STA 104+96
20 30 40
Station (ft)
50
50
- MYO
- MY1
- MY2
MY3
BKF
- MYO
- MY1
- MY2
MY3
- BKF
60
60

Harmon Dairy Stream Restoration Project
Geomorphic Monitoring
Cross Sections
852
851
850
� 849
0
v 848
w
847
846
845
0
853
852
851
_ 850
c 849
0
848
v
w
847
846
845
844
0
Cross Section 9 - UT3 Reach 4 STA 121+34
10 20 30 40
Station (ft)
10
Cross Section 10 - UT3 Reach 4 STA 122+11
20 30 40
Station (ft)
50
50
- MYO
- MY1
- MY2
- MY3
- BKF
- MYO
- MY1
- MY2
- MY3
BKF
60
60

-1.
• t �. 1 ti
`09/2412022 0 15
• � �' ;�' � � , � -ems
AwN
/
711
A Y
Im
a ° 7 } s
4 zu.
._ 0a12412022 14'28

Harmon Dairy Stream Mitigation Project page 2 of 2
MY3 Cross -Section Photos (8/24/2022 and 8/25/2022)

Attachment C: Continuous Flow Data

Harmon Dairy Stream Restoration Project
Record of Continuous Flow Data
Water Level (ft) Over Time - UT3 Reach 2
0.600
0.500
0.400
0.300
0.200
0.100
0.000
O O O O O O O O O
O O O O O O O O O
O O O O O O O O O O O O O O O O O
O O O O O O O O O O O O O O O O O
6' 6' 6' 6' 6' 6' 6' 6' 6'
6' 6' 6' 6' 6' 6' 6' 6' 6' 6' Z. 6' 6'
O. O� O�
O� O� O� O� O� O� O� O� O� O� Op
,yb ,y1 ,y'b Oy titi 'y°i ti� Oti O� ,�o ,ti'� ,50 01
IV
O'S" Off" 03" O'ti O"i O\' ODk OA OA O5"
O5" O5" O5" O<o" O� OV OV Off' 01 01 OQi 04i 04i 04i
ti ti ti ti ti ti ti ti ti ti
ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti

Attachment D: Vegetation Data Tables and Photographs

Harmon Dairy Stream Restoration Project
Permanent Veeetation Monitorine Plots- MY3
Annual Summary
Scientific Name
Common Name
Species Type
MY3 (2022)
MY2 (2021)
MY1 (2020)
MYO (2019)
PnoLS
P-all
T
PnoLS
P-all
T
PnoLS
P-all
T
PnoLS
P-all
T
nus serru ata
Tag Alder, Smooth Alder, Hazel Alder
ru ree
1
1
1
2
2
2
1
1
1
2
2
2
Cephalanthus occidentalis
Buttonbush
Shrub Tree
17
17
17
17
17
17
15
15
15
16
16
16
Diospyros virginiana
American Persimmon, Possumwood
Tree
4
1
1
1
1
1
1
Hamamelis virginiana
American witch -hazel
Shrub Tree
3
3
3
3
3
3
4
4
4
3
3
3
Liquidambar styraciflua
Sweet Gum, Red Gum
Tree
101
45
1
trio en ron to ipi era
I u ip tree
Tree
Physocarpus opulifolius
Common ninebark
Shrub
2
2
2
1
1
1
Platanus occidentalis
Sycamore, Plane -tree
Tree
9
9
9
8
8
8
8
8
8
9
9
9
Populus deltoides
Eastern cottonwood
Tree
1
1
Quercus michauxii
Basket Oak, Swamp Chestnut Oak
Tree
3
3
3
3
3
3
3
3
3
3
3
3
Rhus glabra
Smooth Sumac
Shrub Tree
1
1
Salix nigra
Black Willow
Tree
39
34
3
12
Salix sericea
Silky Willow
Shrub Tree
10
10
10
9
9
11
8
8
11
9
9
9
Spiraea latifolia
Broadleaf Meadowsweet
Shrub
1
1
1
1
1
1
1
1
1
1
1
1
Acer negundo
Maple, box elder
Tree
Acer rubrum
Red Maple
Tree
5
5
8
Betu a nigra
Riverbirch
Tree
Cercis canadensis
Red Bud
Shrub Tree
Cornus ammomum
Silky Dogwood
Shrub
ory us americana
Haze nut
S ru Tree
Quercus imbricaria
Shingle Oak
Tree
31
31
3
Quercus pagoda
Cherrybark Oak
Tree
Quercus stellata
Oak, Post
Tree
Unknown/Other
Stem count
size (ares)
size (ACRES)
Species counE346.91
Stems per ACR346.9
601
601
216
44
44
136
41
41
51
58
58
71
7
7
7
7
0.17
1 0.17
0.17
0.17
12
16
8
8
13
8
8
13
9
9
11
1249
254.4
254.4
786.2
237
237
294.8
335.3
335.3
410.5
Color for Density
Exceeds requirements by 10%
Exceeds requirements, but by less than 10%
Fails to meet requirements, by less than 109/c
Fails to meet requirements by more than 109/c
lincludes "volunteer" or natural woody stems in tota J

Harmon Dairy Monitoring
MY3 2022
Temporary Veg Plots
Species
Latin
TVP1
TVP2
TVP3
TVP4
TVPS
Button Bush
Cephalanthus occidentalis
1
2
Silky Willow
Salix sericea
1
1
1
Sycamore
Platanus occidentalis
1
2
4
4
Meadowsweet
Spiraea latifolia
Silky dogwood
Cornus amomum
1
Witch hazel
Hammamelis virginiana
1
Swamp Chestnut Oak
Quercus michauxii
3
3
1
Ninebark
Physocarpus opulifolius
Yellow -root
Xanthorhiza simplicissima
River Birch
Betula nigra
1
Maple, box elder
Acer negundo
Red Maple
Acer rubrum
1
Smooth Alder
Alnus serrulata
Red Bud
Cercis canadensis
1
1
Hazelnut
Corylus americana
1
1
1
Yellow Poplar
Liriodendron tilipifera
1
Shingle Oak
Quercus imbricaria
1
Cherrybark Oak
Quercus pagoda
Oak, Post
Quercus stellata
2
Total stems
8
6
9
9
5
Total species
6
5
6
5
2
Plot size (acre)
0.0247
0.0247
0.0247
0.0247
0.0247
Stems/acre
324
243
364
364
202
Plot Notes: Privet x 3

I Veaetation Monitorina Plot 1 MYO I Veaetation Monitorina Plot 1 MY3 I
Vegetation Monitoring Plot 2 MYO Vegetation Monitoring Plot 2 MY3
AM , A
Harmon Dairy Stream Mitigation Project page 1 of 3
MY3 Vegetation Monitoring Plots (9/15/2022)

on Monitorina Plot 5 MYO
n Monitorina Plot 5 MY3
,6
r9�A4ir
)�
{4�{�i�
-L, �✓
...11 ��ibi:`iuN3I�'a��j��'..
Vegetation Monitoring Plot 6 MYO
Vegetation Monit ring Plot 6 MY3
Harmon Dairy Stream Mitigation Project page 2 of 3
MY3 Vegetation Monitoring Plots (9/15/2022)

4r°
Vegetation Monitoring Plot 7 MYO Vegetation Monitoring Plot 7 MY3
Harmon Dairy Stream Mitigation Project page 3 of 3
MY3 Vegetation Monitoring Plots (9/15/2022)

Attachment E: Visual Assessment Photographs

Harmon Dairy Stream Mitigation Project page 2 of 20
MY3 Photographic Documentation

i
y
t
i
WT
Y
Photo Point 4 view u stream MYO
Photo Point 4 view upstream MY3
so.
Photo Point 4 view downstream MYO
Photo Point 4 view downstream MY3
t
��J� .A3F" "'.q'k�_5'• T � `�y`,w.� 0 .� 0
dP� �%�� � ?VF i : =C� xR i
Photo Point 5 view upstream MYO
Photo Point 5 view upstream MY3
Harmon Dairy Stream Mitigation Project page 3 of 20
MY3 Photographic Documentation

Photo Point 6 view upstream MYO
Photo Point 6 view upstream
MY3
g
Photo Point 6 view downstream MYO Photo Point 6 view downstream MY3
Harmon Dairy Stream Mitigation Project page 4 of 20
MY3 Photographic Documentation

I Photo Point 7 view downstream MYO I Photo Point 7 view downstream MY3 I
k,
k
Photo Point 8 view upstream MYO I Photo Point 8 view upstream MY3
Harmon Dairy Stream Mitigation Project page 5 of 20
MY3 Photographic Documentation

Harmon Dairy Stream Mitigation Project page 7 of 20
MY3 Photographic Documentation

Wlq
Photo Point 13 view downstream MYO Photo Point 13 view downstream MY3
Photo Point 14 ^view upstream MYO Photo Point 14 view u stream MY3
Harmon Dairy Stream Mitigation Project page 9 of 20
MY3 Photographic Documentation

Photo Point 14 view downstream MYO Photo Point 14 view downstream MY3
Photo Point 15 view downstream MYO I Photo Point 15 view downstream MY3
Harmon Dairy Stream Mitigation Project page 10 of 20
MY3 Photographic Documentation

in:.` .
x_ G
Photo Point 16 view downstream MYO Photo Point 16 view downstream MY3
Photo Point 17 view upstream MYO I Photo Point 17 view upstream MY3 J
Harmon Dairy Stream Mitigation Project page 11 of 20
MY3 Photographic Documentation

ter- � � •�
ty a
l {
OR
top
Photo Point 17 view downstream MYO
AI '
Photo Point 17 view downstream MY3
Photo Point 18 view upstream MYO Photo Point 18 view u stream MY3
M
S 3
Photo Point 18 view downstream MYO Photo Point 18 view downstream MY3
Harmon Dairy Stream Mitigation Project page 12 of 20
MY3 Photographic Documentation

Harmon Dairy Stream Mitigation Project page 13 of 20
MY3 Photographic Documentation

Photo Point 22 view upstream MYO Photo Point 22 view upstream MY3
Photo Point 22 view downstream MYO Photo Point 22 view downstream MY3
Photo Point 23 view upstream MYO I Photo Point 23 view upstream MY3 J
Harmon Dairy Stream Mitigation Project page 15 of 20
MY3 Photographic Documentation

Harmon Dairy Stream Mitigation Project page 16 of 20
MY3 Photographic Documentation

Harmon Dairy Stream Mitigation Project page 17 of 20
MY3 Photographic Documentation

Photo Point 27 view upstream MYO Photo Point 27 view u stream MY3
pill
Photo Point 27 view downstream MYO Photo Point 27 view downstream MY3
Harmon Dairy Stream Mitigation Project page 18 of 20
MY3 Photographic Documentation

Photo Point 28 view upstream MYO
Photo Point 28 view upstream MY3
1W'.�=iE.:ff.",'fi397f:k4Y.G;.ltai'0".'YIW'^it•M."r;, — - '6��Fn`3ai1�T0'i.,+:pF -'vP'
Photo Point 28 view downstream MYO Photo Point 28 view downstream MY3
Photo Point 29 view upstream MYO I Photo Point 29 view upstream MY3 J
Harmon Dairy Stream Mitigation Project page 19 of 20
MY3 Photographic Documentation

I Photo Point 29 view downstream MYO I Photo Point 29 view downstream MY3 I
I Photo Point 30 view uastream MYO I Photo Point 30 view uastream MY3 I
Photo Point 30 view downstream MYO I Photo Point 30 view downstream MY3 J
Harmon Dairy Stream Mitigation Project page 20 of 20
MY3 Photographic Documentation

Attachment F: Areas of Concern

Z060-d :ON MI3 WOO'0NV.3AanSd8®N38 JN AlNAOJ NI Od
Z9L9Z ON 'NOlaVW S 311ns '1S NIVW 'N l£6 0
v009-699 (9Z9) 3NOHd Dll �SH]NidVd NVIHISIn'01 NOAn:b3NM0 a m m z
N113'DS']N 9NIAa3S iDNON o o w r-I
id NOl VWiSRI o
z
Jlld 'JNIAlMnS (INV] N011dd NIS o o w =
S l d 8 AV3bUS J UNG NOW2M Q w J
SNOISIn3d X34NI IIIHS 13 'dM AlINDIA'Ilill m
ZD
+ z
+ O z o
won a J < ¢
07 OMI-�O m W Z
(7
o N
0 O M p� rn rn (p U to \ o O w Vl x O W W z 0 1�
�Or oo+O�++ Z O 3 �_ U d (/i W O 1cj p] Qoo
-
+ r O O O O N �� � � M� N W r O N^ ms OO�OO�II} O NN N r W U z U Oz0 V
X OON+++. 0�00�� O U ¢ 0 wOw ZJ OUP Z>U
X Fo++nrnMnM o x z O� 373z df
W zcn���ffNNom0ao00z rr x _ o m z x W zQ o��Q
N OOOOrN Of U �� w00
¢¢Orrrr <dOmvOOz z D O O U m W ww ¢
dl rrr OMNaNOiA W O O K Z W
dl cn cnNoo oo oo �n++++++W W U m m(n m .1 W wz oz°�„->,� �zo``
r
LU Z=NN+ © Od � W �¢�. c0i-d
W Zxxx+Nif]O1MN������ �
W UUUU ¢¢¢¢¢¢¢O
> w w w¢¢¢¢¢ r rr r rrr?
Lj K K IYN0000 lnNNNNlnZ
�NNNNNrrrrrrrNnnnnnn�
r ��rrrrrr»»»>a
F»»»»
�NM7Nc01�Wm�� (n
r rrrrrrrrrrrrrrrr
w wwwwwwwwwwwwwwww z
w wwwwwwwwwwwwwwww
x xxxxxxxxxxxxxxxx O
d
J
r U
w r w
a
co
W W ��
5 U ryd az� Y Y
L J_ r Q O r m m
Q U W
z_ <�mWoo
W W m J cW7 Z I z d w¢
o< w O O x
U¢ W r r r
O z I l
TI W
I
W
J
>- z I
ILI
� _ Z
� z
O U
O
w w
m d ��h m Z d
r
o w 0
of
vl (D
N W �
L�U/ a r o
1..1� o O � W
LL
/ } w O Z 200
r aW)m >QO nuz Q
F
00 J ¢>� o <Zw ==X
o wo No rmw
J (fiZ NN x� O r
L() mJOmKw z0K ¢¢¢ d
C7 � IOW¢=j W �w3 W
0<Uzrof
� 0 0UJ MxO W
Oa K ¢ NZ00000 ld
\ �Kz a3N o
K x w N O r
w U O x¢w IA Cl O w
(n O lom ( Zo < CD
CD
z W 0 =�zo(na O 0�? ZOQ oW
w rW0_N
U O 4ZH; JN 2 O(rl1 O VI Q dr
n O Cy Fczz(n v ��w mow¢ rw
d Y 9 ow = o c�(If z
uwzzo� <°'o�-moo
cQc \/may ��o¢�w zapa0'^F<,<<
C) 20Y G J aNUNZU oZQ(7UnOw z
`yd,�'e. ZrmQoo a mzUFNwwo
�Nz�¢ zzi`ma�>
0
dzaoU= �o ¢ a�Nv�ooaoz
; zzNZ1> - o r wz�zQCO
�Qa�a� 8 z z0m<ma�E�o
¢mow zVi \¢00
m�ravz z oza�omQ
r
_30(A0- m � c�i ria v L6 C)'M0
I.C] �� �l] m I.C) m�� �� m N I.C) c,4
O
rb
M�
O��
cD
�
N
00
M
�
N
0
0
0
00
O
00
I�
Q�
�
�
�
�
�
�
I.C)
M
r7
M
�
I.C)
�
�
�
00
W
�
�
�
�
�
�
W
W
Ql
Ql
Ql
Ql
�
�
00
00
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
I�
r
�
c0
I.C)
r
O
O1
tt7
M
00
cfl
�
�
�
M
�
Q�
I�
I.C)
�
01
0
0
0
�
cfl
0
I.C)
O
cfl
CO
I.f1
O)
Q�
�
Q�
�
�
co
CO
cfl
M
cfl
O1
Ql
I.C)
p
O
N
�
�
N
N
Ql
OJ
I.C)
O�
Ol
00
I.C)
N
I�
O
O
O
�
r
O
O
m
CO
CO
O�
�O
N
N
N�
N
O�
�
�
�
CO
�
�
�
CO
00
�
DO
�
�
�
00
�
CO
�
00
O_
O
O
O
O
O
w
w
w
w
w
w
w
w
w
w
w
w
w
w
,;�
w
w
w
,;�
O
I�
M
M�
I.C)
O
Ql
r7
N
O��
O�
O
N
I.C)
O
cfl
O
�
CO
I�
�
W
of
00
O
W
O
m
N
�
�
r
�
W
�
r
M
O1
M
�
�
N
M
O�
�
�
�
Oi
�
V
c0
co
cfl
cfl
cfl
cfl
cfl
cfl
cfl
cfl
I.C)
�"�
M
�
M
��
M
M
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
to
I.C)
I.C)
�
I.C)
I.C)
�
I.C)
I.C)
�
I.C)
I.C)
�
�C1
I.C)
�
In
I.C)
In
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
N
�
N�
N�
N
�
N
N�
N
�
N
N
N
M
M
V�
I.C)
I.C)
cfl
I�
r
W�
Q�
m
V1
V1
V1
(n
U7
(n
N
(n
U7
(n
N
Ul
(n
N
(n
(n
�
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X

L060-d :ON MIJ WOO'0NIk3AanSd8®N38
ON AiNAOJ N10d
ZSLBZ ON 'NOIaVV4 S 311f1S '1S NIVW 'N L£6
011 'Sd3Nlddd Nvidis3nl NOAdl :d3NM0
o
m
b002-6SS (8Z9) �3NOHd
8-6
\
Q
o
�
N113'7S'7N 5NIAH3S
iDNO id NOl VWiSRI
ni
U
O
a
w
011d 'JNIAlMnS ONV] N011dd N39
0
w
AV3bUS J UNG NOW2ib'H
z
O
S l d 8
Q
w
J
Q
N
00+9 Ol 99+T Z HOd3d 'T H:)VId 'Tlfl
m
SNOISIn3d
1 0
w r w w
Q U
w � � <
Ln
Lu
d
d z Y Y
0 N z z
p m
W
J m
U
0 m O O w
3
z U
w 0
> U Q H H H
Q
z
LU
LU
I
J
I I II
I
I
C GRID',
31.
0
O
+
N
0
N
0
M
0
00 00 00 0

L060-d :ON MI3 WOO'ONI1.3AanSd8®N38 DN AlNOO:) NIOd
ZSLBZ ON 'NOlaVV4 S 311f1S '1S NIVW 'N L£s Jll �
b008-6SS (8Z9) �3NOHd S2JIN12Jt/d NVIdisinol NOA2J1:d]NM0 o m
-6\ Q �
N113'7S'7N 5NIAH3S ni U o 0 a o w iDNOdd NOl VWiSRI
Jlld 'JNIAlMnS (INV] N011dd NIS z w O
S l d 8 AV3bUS J UNG NOW2ib'H Q w J Q m
SNOISIA3d 00+110100+9 Z HOd3d llfl o m
/ L82n
\
0
\ m m m m ro
JD
2 o d o - a \ \ \ 9 .SZ
U .p z w `b A I V 07'o
a z 0`L \\ \ / 1 a� 3, 3NO
x
q o a 11+00\ I O m L o L 8
V f6 3 3dl N 0
N \� 2 12 o
9 N \ C n 9L' Z8
aLL mm
i1 \ ,3ZI' lb�+ l
Q \
S
6' Z9
Z
o d rn 3 O / /I // II � II \ 199I LONOI o
o
w o x �10+001 Z
w O o > > \�\\\ >� 68' Z8
• 9� m m \ \\ \�_\ K� ,33b8 O
I L l'Z +6
w
o y� m OF8 \ \ �,�o I 8z +
31 319?J NO °i
�L \�;�\ \ I lS' b+
l'8 9
z
9+00 I M
Z 8Z
9Z O
6+
Z
W � U U wWL ✓ / / I
N J K < a NN W owW w �� GG� I J\ i 315' 9y
� n
} Z O N Q Q
WO�13 m mo o� \ / 169 m
z W w x o 0 3 wN� \ / I 3 311
0b0 m � roNa / r;
W
> U ¢ N u� m I8+00 M
z I xzwr . II I 996z
C7 I u l j 313 is No
I N
J ti i m
Ni '� / / �� I I Z '6Z
co N / Q X
NNWN /\ I 31 31a NO
VON / \ 1 /
in 1 / I L+
x Z W m
N
M x
O X
T�
W 3, 31a N
co w M 8Z" b+
�L x wN I I 6' Z8
CD Ix
MI "* z 6z
I 31 £I` O+
o
0
a I II +
O
Z6' £8
co
n
s 9
J / i I x 3, 31 N00 O
a � 60 "� IIIFlp t7q+ +
Ln a 3NI�lb I L /// / — — I
W
U Zd 3N17HOlb
0 0

L060-d :ON MI3 WOO'0NI1.3AanSd8®N38 :)N AlNno:) NIOd
ZSLBZ ON 'NOlaVV4 S 3110S '1S NIVW 'N L£6 Jll I
b002-6SS (8Za) �3NOHd S2J]NidVd NVidisinm NOA2Jl:'d3NM0 o m
8-6\ Q �
N113'7S'7N 5NIAH3S ni U 0 a o w iDNO id NOl VWiSRI
Jlld 'JNIAlMnS (INV] N011dd NIS z w O
S l d 8 AV3bUS J UNG NOW2ib'H Q w J Q
:sNoisln3d
OS+bZ Ol 00+11 Z HDVI3 l llfl o m
Gul.
/T.
/ NN N N N
u)
Z d / +
i
QOo
w U m o J /
a
w t1 m \ "cN 6' Z8 +
o I ( \°d Ij ZOd' Z18 £ 'lla
LL £Za
b'£ 8
o _ 12+Op �d+lS
L
U m m/ ' o
LC bZ �
z +
m / n
o
3 3LI. L+ l
w < < \\ \
W o w w I \ \ 0•17 a o
�z \ \ +
} p o N m m I n \ Qq b 66L' Za n
w F w w I m \\\13k 1 1331?J8 0�
w N m
z J I _ w 0 Vi 0 0= o
� >Ua � �� 8 0'98
z I 3 33Z'1 N O
+ a -- a w £L8+ L o
LLJ �2 a a
Ur m (o b9 bZ8 N
LU
J + as w ( n w l'b o8
Q� m +D / �m w� 3131 0Z
a
'LZ Zl
LL' Z8
a u m / / CA
313 Ib 00
£'LL ZL o
\q 7.+
I N
\\ \\ k0 ?�3� a •SZ
\ 133I 0'N 8
L+LL
CD
N x Z9 8
U
I 3 ZSI S+ 1 L
Q +
I Y 8L' Z8
3 0/dD Z8' Z8
o + J
II x w� l9 8
I 3 j31 N(0
b9' L+ l
rl I 0
+
Lij z I
J x
a
U") a
0
U
x
I
O

L060-d :ON MI3 WOO'9NIA3AanSd8®N38
DN AlNCOD Al0d
Z9L9Z ON 'NOIaVV4 S 311f1S '1S NIVW 'N L£6
Jll � S2JIN12JVd NVInsinn] NOA2Jl:HINM0
o
m
b002-6SS (8Z9) �3NOHd
8-6
\
Q
o
�
N113'7S'7N 5NIAH3S
iDNO id NOl VWiSRI
ni
U
a
w
Jlld 'JNIAlMnS (INV] NOl1Vd NIS
0
w
AV3bUS J UNG NOW2ib'H
z
Q
O
S l d 8
Q
w
J
OS+ZZ Ol S6+L ZiA
o
m
3
e
1�2 i Up N ro v N 0 m
M N
�• _ ,� Li d 1S j3crm 'Zgg 999
TQ
R Z
ov m ) 6L' 329
10 9d 3NIIHO1VW
Sd 3NIlHO1VW I �) * O L 19
a 11� ro a"E
,t� a °o coil ro �� v m
Co oo
x n oe- II ^ \ I I I Q
W O I w.cn
`rm12+00�
I Na9m
00co � 3 I fo00 J oo 0@m
a co N m I m D m w t
wI o
ow o w
w z 0'6 8
w00 O T \ \
• a� m \1 I I Z '68
LL i�s9\ 1 I I I 69 68
w l I I 1 9L' 88
m Iw 11+001 rl 0'l 59
II \ \ I J
I
N I� \�o o II
w~ w w z
� U U Z \
w Of m w
w w m w 11 \ II I L 'Z6
W Ow> , 3 \ I NI
\ \ o 0
O z z =
p¢r mm �� I
Iw
Ww� oog jl I L'£a
m
J Z z ' I
w 0 U 4 0 0=
0 > U a Iw OO+pI / L9£69
LU I I
LU I l l
I I I I
W
\ 1 i L x 6 'b6
\i O Z6' 68
x
w � I
0
o N
CD 7
O
1 £L' 69
m \
Q I 0 I \ w* l 96
p�I ��, �I o i I I l9 968 �
Zl L69
z � �
u o
O x
0 $ o x
I 3 W I
NC OR\D z_ v ro m v N a m
0+ ro ro w w w m m
IM
W N Fn U
O + Q A
co y
C Lo
Lo
00 N Q T
N N U) Q .�

L060-d :ON MIJ WOO'0NV.3AanSd8®N38 nN AlNnOD Niod O
Z9L9Z ON 'N 2-6SS (9Z9) �3NOHd S 311f1S '1S NIVW 'N «6 Dll I N
b009-6Sld]N1bVd NVIdiS3nb3 NO),dl:�JINM0
r
N113'7S'ON 9NIMH S N o 0 u
iDNO id NOl VWiSRI = w
Jlld 'JNIAlMnS (INV] N011dd N10 z w O
S l d 8 AV3bUS AUIVa NOW2ib'H Q w J Q
05+5Z Ol OS+ZZ Zln o m
SNOISIn3d
r
z r W W z r
g QU z o
¢ o o r
cn N a w CLLu
N
r W w r N M a in N m rn
O J
0_ z
p N z Z Z O O W N W O W N W W N W N W W N
W > m m W O m O U) r�M r<oN ri11� rir� rip rmp rmm rmN
J O VI p m VIM m VI N O] VI N m Vl m VI N m VI N N VIM N
H w WO WO 3 • �1Z. oo
Wmm W Wm W m W� M w�W � W
z m U G��' IJ pO] N O N O m M O m m O m t0 O m C O N O
J O z z a ¢ II� 7� II� tom II� N� II� m� II� II� O� II� N� II�
w O V) O O = �o_r +odr +oar +oo_r +oo_r +�o-r +odr +oar
> U ¢ r r r t1 Vi 000 M000 M000 M000 MOoO �000 N000 �000
z I w corm �mrm �mrm �mrm �mIO] �mrm �mro] �mrm
II
W o
U ¢
W I �
CD
W
3 1 \ so
<
`1 p� \ c \
m \
D
00+96 I \
Y
\
\
\\
1�
O
Q
UOC/
\
f
W M m
O �
Q
w)
m
,\
�L
f
--=
o 0o I
�op
m+
+
o )
m a r
C2 JEN-17, I
/
0+
mw
p) i
op N
w
N fin^
1u/��,
O
j N
x
V N .
z
1
m
x W N'
`
N
0
1
1 l
_ N
N
O
V
l
C)
N
N
N V 0o cd
N,
Ut ��W O O 1
x Z W N m
II
O + W X 1 I
w 13+001
co
II
W \1 I
O
oD
W
z
9d 3NIIHO1VW
J
- - 1
Sd 3NIIHOPM
a
O
uLn
o
O
U
CCD)
M
U
0
NC GRID
ti N
O � V
a o
(p U a
>st6'a:
2 U)
�<cu
O
(II om
r'?
Q
I
x z W N
Z#
f N
* O
INNE
V
I � 7001
x Z W N
M
o � V
N N
+
V -6 CM
n
+ N U a
+
09~0�
u3
N a > >i-2
L
o a m
~ oco
Lf) �
C
+
+ � Y
N O cm:(6
�
N
tb �
m
N a N
� m
�ofU)
00 m [0 [0 m O
£
LL
+
�
6#
d3J
S 6
0'Z
'9L
+S
'LL8
9#
d3
S9�6
T
�
po
Lg
+
0
v
O
m m m m N
m m m m ro

L060-d :ON Wdl3 WOO'0NIA3AanSd8®N38
M 'AlNnoD �iod
ZSLBZ ON 'NOlaVV4 S 311f1S '1S NIVW 'N LC6
:M �S113Nlddd Nviusin'01 NOAbl :d3NM0
o
m
b002-68-6SS (8Z9) :3NOHd
\
Q
o
�
N1 VDS 7N 5NIAH3S
iDNO id NOl VWiSRI
AV3bUS AUIVa NOW2ib'H
ni
U
z
0
a
w
Q
w
O
Jlld 'JNIAlMnS ONVI N011dd NIS
S l d 8
Q
w
J
00+6Z Ol OS+ST zin
I
SNOISIA3d
W r V r O N M :
cn
Z
Q o O � O r 0. d d d d v d 0 d 0
m m 3 J'�O .a 1 ~NM FNM ~per ~M� FAO^m
l,'i�' 0cN f�M.0 m (npW
1�' m II N II N "� II N II f N II II
N o�I�I0 ��ro0 M�I�I0 0
�m0 nIwlrn�m�
o c +mar +mar +Dar +Dar +mar +mar
000 �000 000 �oo0 000 000
o �mrm -mrm �mrm �mrm �mrm �mrm
U
of
0
Z & o
o oe
p
�oo
911'LTG
O
O
+
0
O
+
O
0
+
p
J�
03

L060-d :ON Wdl3 WOO'0NV.3Adf1Sd8®N38
DN 'A1Nn0:) N10d
ZSLBZ ON 'NOlaVW S 311ns '1S NIVW 'N l£6
b008-699 (8Z9) :3NOHd
Tn 'SbINAVd Nvi1 iS3nnl NOAdi:dINMO
m
o
r-
N11''x']N 9NIna3S
iDNO id NOl VWiSRI
N
o
0
=
ci
w
Jlld 'JNIAlMnS (INV] NO\\Vd NIS
w
—
AV3bUS J UNG NOW2ib'H
z
Q
S l d 8
Q
w
J
00
00+EZ 0100+6T zin
o
a
m
SNOISIA3d
r N W o
z r w z r
(n N K c O O W J C
a n 4
N rww w r vi Wow 13U
LU `J z� z
} a o_ 1 z z w r Ct =
H z r N m m ¢ o c n ro
¢ W U m o
w r W W W W
Z W to I.i- I, 0 0 J ni
. 7
J w O in w O O= W
1 z o o' V ly 2 c',.Q o
- l� V
n I 'n
V I I u
J I r x
o co
z Do m IO N
m m ro ro ro o
M
N
Z 'Z9
i \
MATCH P9 \� / / �� 1WS S OO
MATCH P8 1 i 88 99
\ +00
3 *
Q) N +
iNS3 S OO N
i o III II w f'
o / / cro µ 1± 15
a)
a) o
dj
I + � N
' IIr
+� 8L' 99
99' 98 u)
±
` 6 'b9
\ 8 'b9
\ ¢
�' o
ZL' 98
�t OO+LZI 6' 99
/
/26'C 98
i
SS'99
S9999
0
LZ'L 8 rr
z { \
Cn
P
99'L99
\, \x 1gkQ� I I III III I I I II m m 7 N O
T� m
m ro ro ro
0

L060-d :ON Wal3 WOO'0NIk3AanSd8®N38 DN AlNAOD Nod
ZSLBZ ON 'NOIaVW S 3110S '1S NIVW 'N L£6
b008-699 (8Z9) :3NOHd T1 'S21 NldVd NVI2IISAAW NOAll:2IANN\O
N113'7S'7N 5NIAH3S
133f0dd NOl VWiSRI N w
T]d 'JNIAlMnS (INV] N011dd N10 o v o w = `—
AV3bUS J UNG NOW2ib'H a w w Q o
S l d 8 os+�z of oo+Ez an o m O1
SNOISIA3a
w o z w O
F
\
rnJ Ua¢
� „� _
W Oww w w z
d z w o w w cn
VI
} a_ O o Z Z w r O Z c0
z r N m m ¢ 0 0
w U 0] O J D J
W w w w m m 0 ! O 111` N O W t0 N O o0
Z w rn m w o o • 8,
J w0ow o o= w + '8b8
Q> U Q w r r U N C N
z I zco
O o
co
r c
I a
o �LU of Q
z o :O
O O e o
I w U m �'n O
�l +
K/ I N
MATCH P10
9
O I I
0 a
m a = n
o �aa +
N C I „I I U I + a N N
I M .a ' N ��J a- o
� Q II I I A N C N
co O U) � 0
N to I t0 N O -6
IQa �' moo
O 1. O J 6
� -1 Io
CV J a100o
N
I +
t n0 O � 00 II N
'o O w
L U Z
+ 1 I U) " a
O o� N 1 u O O
I z +
U o N
1 I 1 N
0
\ / t
31331 00
N—_
m a = I +
` `� 31331
I \ U)�
I O \\ \I
II \ \ N 1 \\ O
I \`
I
J +
ti / 1 \ yi N
* \ O
m aN \ \ \ I I I 8b' o
o I I O
�W N
++ .=� y1 N \ I to OI r m I
Q o L) o \ i I I 90
u) E -2
o
x N
99
LS
\ / I I 20,92
i
y� MATCH P9 \ SS'9l+
I MATCH PS I I i b0 Z o
41 o
g+00 I III m o m m m N o m N
1
IS
Ol
00
OS
98"
b+LZ
9
31
31a
NO
L
'6b
9
'9b
LZ
313
la
00
£0
LS
9Z
LZ+LZ
L6'
S8
111
O
1
ZL
9
S'0
8
00
�s
�s
o+
z
�
31a
No
Z,
�s
6'LS8
ZZ
S8
0'
8+
Z
313
la
NO
111
0
1 L
ZS
b
4'L,
Z
£0
S9
1
IS
O1
Z l'
S8
9Z'
9+
Z
g
SZ
g8
31
31a
NO
08
ZS9
££
9S
9Z
0'b
8
31
31a
Ntz
9
'SS
'Z1+9
'
S8
3
331
NOD
133
a N
�
�8•
Sa
115
001
09
LS9
L
'9S
£
'l9+SZ
ZO'
S9
11S
0 0
9S'+S
g b+
Z 9
'LS
3
331
NCO
sz
o•
sa
133
a
o0
ills
o0
0
'9s
L•0
+S
OZ'
S9
N
0
6+
9
N
l66
8
Lb
L6'
S8
b9
6S9
9L'
S9
f31JJId
NO
Z
99
bZ
L S'
68
6S
b
gbg+
0£
g
bZ
3
331
N
0
�
31
31a
NO
LO'+
£9'
98
6
'09
lL
9
31
31a
NO
9+
Z
�£Z
1331
NOD
l99
1331
N
0
+£
9
31
31a
NO

L060-d :ON MIJ WOO'0NV.3AanSd8®N38 ON AlNAOD NI Od
Z9L9Z ON 'NOIaVW S 311ns '1S NIVW 'N L£6 O
v009-699 (9Z9) 3NOHd 011 'SaINI2Vd NVI2isinol NOANl 2INMO m o r-
N113'DS']N 9NIAa3S N o 0
iDNO id NOIUVWiSRI = w
Jlld 'JNIAlMnS (INV] N011dd N10 o 0 w = —
AV3bUS AUIVa NOW2ib'H w J Q o
S l d 8 0t�OZ+T£ Ol OS+LZ Zin a
SNOISIn3d m
ww w z r � a -,K L,
tr O0 w
Ian¢Ow w Odeo N
LU OJo -
wz 0 nwzz}z a ¢ Z D
o mm omLU o s a
Cy c_
If
Uo
oNNo
o
> U Q
z z I 1w
o
w
c.7 I u
LU
LU I
o v~i A o m co v N o m cfl a
LU
K z D it1 M M M
O m .0m m co co m m m m
31J Ia 00 ZO"6L+L£ 0'9 8 n
313 Jld OO 9 '£L l£ 99' £9
8�`5 3l3 la NOO 6 06 0£ L6' £9 M
3 331 NCO L SL 0C 69' £8
00
1x�Ot \ II
Gp2 3l 31a NO 9 '9S C£ OL' C9 0
Jz M
LD
L0 3 331 NCO L '6Z+OO 06 £8
U
o
/
TLo
\
V
OAT
f/
NMI)
U
O
von
zWm
V
�—
�o
(
I
O
a
Ll
-6 N 7
,
J L
.3
N
N
coM
}
N
-orb
ma-_
MLq
U) -6
O
N
n
��
n cn m
mv�
(
�oou2
N \
��0cP
S8 v \
m
D
XZ WN
X N \\
\\ �+
,III
O _
m C
=
H
/
+
m O
N`
�f
WM�
Ovn
c
a
/
m=
Q m
vow
N N
�
I M
I
/n
N N
-•
XZIJN
'
mO
Ul
w
LL
c
D
a J \
N
K N \
Q
S96? N OJ \ \
-0 \\
H
6 '-
= N
y-
S\
U
O
a
NOO
NCO
0
N
O
N
O
+
m
0
O 03 O o] A N
W A
00 =
CV U) m U
N 0 C
L+ LU
m L N T to
m f6 m N -0
N O f6
N N Q I N i n=
M m
+ E: of Oti N N

L060-d :ON Wdl3 WOO'0NV.3AanSd8®N38 ON AlNAOJ AlOd
ZSLBZ ON 'NOlaVV4 S 311f1S '1S NIVW 'N «6 Jll IS2JINI2]Vd Nvi1 Lsinnl NOAn:dINM0 o m
b002-6SS (8Z9) �3NOHd r-
8-6N � o
N113'DS'DN 9NIAH3S N o 0
iDNO id NOl VWiSRI = w
Jlld 'JNIA3/\ nS (INV] N011dd NIS o o w = -
AV3bUS J UNG NOW2M w� w J Q
S l d 8 OS+£OT Ol SZ'9£+TOT b'1S sill w a
SNOISIA3d m
o
� N
� c
O
z
o
z r w w z Z n
w w w w
> o ai u
} a0- z z ��o = 00 �a�
O¢ m m w o o
LL F�� O Um ci ro c> �r 3
¢ w m j
z
z w U 0 0 LLI Z
I
J w
> U¢ 0 fn w O O S 4
� H H H N � ..
w I l N o
C7 I C) x
Uo
ui
I U
z N
II � z
Ow OU m O C N
In a (n
+ O
O a) Cm C: a—
C
O E E O O
_ m (n � CD -a)
O C (n .N m y _O O N
E 7-8 -0wE
a) ' o a
m N Um o
c m
LL 0
�. m
a) a) $ _
a) N x £ x �E x r o m (o a o
N S 0 3 c� rn rn rn rn rn+
I x x_ — y
x I Zld_HO1VW o
E E E E E— —E E I I L L d H O PM
l i 11 0 'Zl
I IIJ 1Lo
o ?
O+ rn 6 1\ 1 I I 11 m I M
0U N I I I l 11 I 06' L6 O
> 1 # ~J1 I
H°c
Ls 6
b 'bl
LL' L6 00
1� +
' 1 2+ h I o
w
I M
a Z6' L6
—x y x
Z �
o ¢ U o
O m +
I I
m
Np o c� I
�Rlp z +
wo m o m o a N o
m rn rn rn rn rn
�I

L060-d :ON Wdl3 WOO'9NIA3AanSd8®N38 DN AlNPO:) AlOd
Z9L9Z ON 'NOlaVW S 311nS '1S NIVW 'N l£6
b009-699 (9Z9) :3NOHd Jll Sd3NAVd Nvidisiml NOAdl:2JINM0 m o
N11VDS']N 9NIna3S N o 0
iDNO id NOl VWiSRI = w
Jlld 'JNIAlMnS (INV] NOiiVd NIS o o w = O
S l d 8 Wb'3b1S,Jlblb'a NOW2ib'H Q w a N
SZ58+SOT Ol OS+£OZ b'1S an
SNOISIn3d m
� C
a 0
z� o
r w
w U U K Z
N a w W a V1 f J� C4 i--1 M N M
n az� Y 0 - W II 0�
} J p a ry�aa ryN a
z z m > aF_
W o
w 3 II o
z r w p p • �17.. m z o iri w O I� w O
w Z m J oarn0 +��0 +��0
> U a S o000 0000 0000
iz)in U o 0 E �_ o �m�m �m�m �m�m
Z I No,
o V) z v
LU
C7 I I & o ( x
LU
U
J I o
Iz
I I OU m
0
•v t O O O O O O
y}� NC GRAD Z � o
f x
�*—x—x—
*1
C
E
L) N x ��
�m
lbw I1i wo /�, aa�a
o � i• / � o m
47 N
N l E
a)� II J ,; / M =�wM
Ofw p o I a
gym°
Na.o
I
c`�°o' I 1 Sys \\i< ���n
XZWN I I /\// I I�oo
�
I x Z W N
I �
* J# o
ma
o�p \ \\ x fNoo�
N00
Nf 011 XZWN
NOtO� 1
4 11 � O
I \\ 1 1 l o
xzowN * °' y \\I I J x v
�I m I I° a j o
I
I m
o w I h
�i rn � 3 1 O b m clv
J * o
>
wi / I +
- X
H
N S 0 3
x x- — X X Zld HOLVW
E E E Exlld H01VW
w k I Ili
aS
to
O9
06
£#
31
Z
'SO
£0'LL
bOl
b'b
6
9Z'
06
9
'LO
9Z'
O6
6'
S+
Ol
j31S�
Z9'
O6
l
'80
lZ'
l6
b'S
+b
l
lj%
31
a
a�n
e
o
'ol
OZ
l l6
b' L
l6
�NI
dW
„b
OZ'
l6
b9'
S+
Ol
�NI
dW
Z
Zl'
l6

L060-d :ON MI3 WOO'0NV.3AanSd8®N38 JN l,lNflOJ NI Od
ZSLBZ ON 'N01?3VW S 3110S '1S NIVW 'N L£6 0
b008-699 (8Z9) :3NOHd Jll �S2J]N121Vd NV1211SInn] N0Adl:dINAA0 m o
N113'DS']N 9NIAa3S N o 0
iDNO id NOl VWiSRI = w
Jlld 'JNIAlMnS (INV] NO11Vd NIS o o w = O
S l d 8 Wb'3b1S Jlblb'a NOW2ib�H Q w J Q m
9b'Lb+60T Ol b6'8b+LOT V1S £lfl
SNOISIA3d m
s CD
U N
0
z
Z w Z H V \
W U U Z w n
4 4 U O ti N
Cn �¢w
w w z )
d a Z Y Y a m
} J
H Z m m woo
0
w � � � W �
Z �wSm o og •A� m .. LU z M
m m
_ Q
J w 0 fn w O O S 4 J ~ a
o>UQ ��� _ � Q �o
Z I U0 .'Iw U o
uj
lo
UD
II I
� I m
O
a O
w N w w O w o
N iA� HtO� H^O rMm r�lo cmm r�rn rn rn rn W W W p
N Nm Ol NSW N] N^W M U) N1 Wald N NNW a N� coW m m m N N N m N
mo o nom mom mom mom Nora nom o
+ w II r11 + O ++ mII }��G mO 01# d31S b9L£+60L SS'980o
�00mpm,mpmm.,pmpmmpmO_Cm
SS'9b 8 6# d3 'SZ 60L 99'L8 90''S8
M
8# d31S b 'SL+6 L b. I b'L 8
120222
L# d3 S £' +6 L L'0 9 S'9 8 e
r.699
1176
rn
a m T Q c 9# d31S £9 £6 80L LL'l68 8 '69 0
O y C �P O
E
S# d31S 6£'8L 80 9 'Z6 L6
-O O1
N M O O m m O N V a 1n
N + w p 07 L +
N O m w H O m E m m m m m m m p
+ O r m
:� 00 O �n. M K
ui o a
W
r
� N W
K
W + O1 O m m 7 N
m N O O O �D m m ro m W W N
m O +
oo
O
n o
�m Y j
o0 w
X I Z ? 3 z
X- �� Q m
m(if� Ym ~
w X o Ni Lij m 99' 68 0
m
c I o + b d3 S SZ'9 8 S9' 9+ OL
m o X w O 2 Z9 969
Q OO+SOI F � 9L' 69
H 07 0�(n C y x w N
�.� 09' 69
Q m O
`� 1 m O
i O. f0 uJ x m
mw \ 1
m p
om o0 U
I z+ O
C/ O
W I I� \ O m m R N O
C70 o m m rn rn

L060-d :ON Wdl3 WOO'0NV.3Adf1Sd8®N38
ON AINnOD iiod
ZSLBZ ON 'NOlaVV4 S 3110S '1S NIVW 'N L£6
b002-68-6SS (8Z9) :3NOHd
011 �Sd3N12Jdd NdIdlS3n'01 NOAdi:2JINM0
N
m
�
O
o
r-
N1 VDS'M 9NIAH3S
iDNO id NOl VWiSRI
N
o
0
=
w
Jlld 'JNIA3/'\2JnS ONV] N011dd NIS
o
uo
w
= O
AV3bUS J UNG NOW2M
a
S l d 8
Q
w
J
00+6TT Ol OT'VZ+STT ViS £ln
o
m
SNOISIA3d
wz
r w
w � �
w o w
} a o z z
z F a a
�
LL 0 a J m m 0
w
z w N m o o
wz
O 0 w 00 w0 S
o >UQ
z I I I
LU
LU
I
II I
M_ATCHLINE P15 x
rl MATCHLINE P14
� I
0x
+
10
I
\
Ho
c:
+ Y
H LE
\ N oQ C /
in \ Y NI�11K1 ti ;
OR0
U)) I
a x �+
w�
w N E
a l6
CD
oo�
c>
O o
U
vT ✓,v .0
.� � o
'0
_II
a
o�J�
U�
c-I
�
w
del^1
LL;
z
J
a
u O
O
O N
O m
+
N N
m m m
U m
O
1�
31
31d
b
'S6
8L
b
'lS
9
66
l
'ZS
9L'
S8
l33
d L
'8£
8L
b'£
9
LL
S8
b
'ZS
31d
8Z'
L L+
3 L L
69'
S8
S'£
8
3
331
LG
L6--LLI
LS'b
9
0'b
8
S'Z
3l
318
8169
LLL
'bS
l3Jl
L
'9
+L l
L
9 L'
98
b
9
98'
S8
TJJIL
Lt
SS
b0'
98
£8'
L+
31
31?J
L
'SS
£
'Z
+9
b
'SS
Z,'9911
3
JJI
g9'SS
8S'
l9+
L l
b'9
8
31
JI?J
L
'99
L
'Zb
9L
9
'9
8
31
JI?J
£
'99
2 Z
9'2 1
+9 1
L
114
IA
L
'9S
LL
LS8
3
331
C"2
139
ZL
L+
L L
S'L
8
31
31d
9
'LS
R 9
'Ob
S l
S
'LS
£ LS8
L99
0
0
1
O
O
+
N
U) N N
m m m o] m

L060-d :ON MIJ WOO'0Nlk3AanSd8®N38 DN l,1NnoD NIOd
ZSLBZ ON 'N01?JVW S 3110S '1S NIVW 'N L£6 Jll 'S213N121Vd Nb'R11S3f1b3 NOA21J_d3NM0 o m r-
b008-6SS (8Z9) :3NOHd N o
N113'DS'DN 9NIAH3S N o 0
iDNO id NOl VWiSRI = w
Jlld 'JNIAlMnS (INV] N011dd NIS o o w = —
AV3bUS J UNG NOW2M Q w J Q u,
S l d 8 oS+H1 01 Oo+biz diS Ein a
SNOISIA3d °
p
4 b G cal
J -
Z ^ z s 1,
r w Z wa[
w a s o z
U
¢ w +
d } azY no _
00 aII
N�X
o Yz Zo
z D L'L+£ l
O0mLJ =p Ile > 8L'lb8
w w m m 3 w
z w O m o 0 0 A©� w Lj.j Z 99b8
�z I J
oQw o o= 4 N �$ o Q 0� £'zb
n N CD
O
z I N o o N b6 b8 `+
C7 I I t o 1JJ1?J o£ +Z L L'£ 8
LU
U
J I o z D
z
g In
p 31J Ili £0' 9+ Z L 6 '£b
N
N
3 111 £' £+ ZL 9 '£bo
31 Jld 6£' £+ Z l ZO 449
0 'bb
P 16
L -
P15
3 JJI 6 '9 +Z L LZ' b8 0
\ bL' b9
Lg'l,tg
N
I 1JJId 9'9L LZ S'S 8
°� / 0 i 9 8Sb
Z'9
/ 9178 M 31J Id LT S+ Zl 9 '9b +
69' b8
31 JI?J 99£Z LZL 9S9 9
L '9b
iL m / N m r x I 1 kW I O
in i x w b'L 8 £'£ +0 L 3 JJI N
N _ O'L 8
/
N �0 £'L 8
z II N i I Z'8 8 b 08 Oz 31 J18
I rn
rn
h N x
�ro Ilx '�/��
JI � \ � � 8 '9b L ZS OZ 3 JJI o I0 6 Ztg 3 N
i o/ �O\ M w i L'8 8
` o i L69b 9L'6Z OZL 31 Jl?J
it -I l/ - N \ I I
z \ 1 m n
I w \ \ I vo L6617L6 LL i OZL 31 Jld
v > x w \ \ n� I o
/ 8'6b o
\ +
I w
�I No 99 6b8
O
a / [s 69 6b
°o I 9 `� ZO OS9 £6 SS 6 L l 31 1?1 If)
+
Lsa £s' £+ L l 31J 1a
\ b L 9 9'9 +6 l 1JJI
m OR\0 X
NG o
s Lgi sl L01 sll 31 JJla +
M_ATCHLINE_ P15 x m
LI
` ( MATCHLINE P14 N o m co v N
6

L060-d :ON MI3 WOO'0NI1.3Adf1Sd8®N38 ON 1\1Nno:) Aiod
ZSLBZ ON 'NOIaVW S 31If1S '1S NIVW 'N L£6
b008-699 (8Z9) :3NOHd 011 'S2JIN12W NVI2J1Sln'01 NOA I:2JINM0 m o
N1 VDS'M 9NIAa3S N o 0
iDNO id NOl VWiSRI = w
J11d 'JNIA3/\ nS (INV] N011dd NIS o o -
w =
S l d 8 Wb'3b1S Jlblb'a NOW2ib'H Q w J a
Z9+SZZ Ol OS+£ZT V1S an
SNOISIA3a
oCD
Z� ww Z o
w U U Z ILn
Naw �ac�i/ N dr fi o
d a z Y Y o 00
} o 0 z Z Z D = II
LL p J m mo w0m ci
z r w p p 3 • p 0] m ..
w Z m U '.+.' L U Z
w 0 fn w O O S 4
J
> U Q H H H N Q
z I 10,
o U CDL O
U
Ji
4 cn O
o �
U
J I I I I I
z N
� z D
> I I I 00 m
a o
N
wo
W w O w O
U) U �w N.2
a�a, asap
000
O
O O a v
Q m m
d
4/ \\\ �\ \\\ \ V M M M M
m \ \ \ \ \ 0 a 31 a0 a0 a0 a0 a0 u0 0
zroo o i'_ b�- - +
N \\\ \ f N x G�\
cu
N U TLI/
a c \ \ \\
m m C
E 91d \ Ob8 N of5 L'L ZL
}6S L£Z'L +S L 3 1JA J 0
Q x +
y I I x \\\ \ b .L 9 N
Ul ._
Z
rn
Sb L£9 99 L+ ZL 313 Id
w1p SL bS bZ L 31 318 o
CO '� I £ 96 6£' S+ Z l Z l d3 S14
+
N o a
+Ln
N NG \ \ \ \ \ \\ O( 6 'M£ '6 9 Z 'S +bZl L # 31S
m z 0
o m U os M� \
O `o� oN l'6 9
m
Q \ N o 86' £8 £ '6£ b6 9O J17Z L 311IRJ 0
M O
LZ' b8
6 'Ob 8 '09 £Z 31 31?J
o H N I w A \ o] \ l
u�i w I J j z �� pp \\ \ ft SSS LZ' b8
v a I 1¢£Zb9
U) P16
a -P15
CJ _ I I \ I N O W O N N
H O O \ I a a M M M M
w

aea :ON ma no' ams
DN«1Nno 9oa
�zam� ;ass,_w.a
e� c@ :me
yl'INay Nyaaun1NOA auNao\
\
r-
w;x « »� ;
±D][Odd N O|±VW±\RI
W d] ±\ AU|dq N O W d H
\
2
\
\
/
\
(
\
_
2
\
»
9g 2 mGgn (INw No «dNIS
\ d
(
r-
evamwgav±wwd
e
®
7a9o4
\ :
� \
n )
ƒ
;+'+x
� -
ƒ
_ ®
x!x
/ p
~
ƒ
!
�� a
�
ƒ
\
: :
ƒ
/
�
��
/
\ `
++
-
�
/ !
2 \
3j
\
}
{}
x +
LLJ
Z
/
R \\
L
�:
L
�
+
/
2{
u
z_
\
z
Q
-_
r
z
_
/Z
-
/
2
2 -
$
LU
CL
/
\
\
%
�
%
! \§ ^
/
,
+
/
+