20171156 Ver 1_Year 2 Monitoring Report_2021_20220103

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ID#* 20171156 Version* 1
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Erin Davis
Initial Review Completed Date 01/03/2022
Mitigation Project Submittal - 1/3/2022
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Stream Wetlands Buffer Nutrient Offset
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Matthew Reid [e-mail]
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ID#:* 20171156 Version:* 1
Existing ID# Existing Version
Project Type: DMS Mitigation Bank
Project Name: Home Creek
County: Surry
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Mitigation Monitoring Report
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Monitoring Report
FINAL VERSION
Horne Creek Tributaries Mitigation Project
Monitoring Year 2
Calendar Year of Data Collection: 2021
NCDEQ DMS Project Identification # 100026
NCDEQ DMS Contract# 7181
Yadkin River Basin (Cataloging Unit 03040101)
USACE Action ID Number: SAW-2017-01510
NCDEQ DWR Project # 2017-1156
Surry County, NC
Contracted Under RFP # 16-006993
Data Collection Period: October 2021
Submission Date: December 2021
Prepared for:
0
Fnvirpnmental
Quality
North Carolina Department of Environmental Quality
Division of Mitigation Services
1652 Mail Service Center
Raleigh, NC 27699-1652
Prepared by:
4 WATER & LAND SOLUTIONS
7721 SIX FORKS ROAD, SUllt 130, RAtbIGH, NC 2761S
[phone] 1 wolerlandsolutions.com

4 WATER & LAND SOLUTIONS
7721 SIX FORKS ROAD, SUITE 130, RALEIGH, NC 27615
[phone] I waferlandsolutions.com
December 23, 2021
NC Department of Environmental Quality
Division of Mitigation Services
Attn: Matthew Reid,Project Manager
5 Ravenscroft Drive,Suite 102
Asheville,NC 28801
RE: WLS Responses to NCDEQ DMS Review Comments for Task 8 Submittal,Monitoring Year 2
Report for the Horne Creek Tributaries Mitigation Project,DMS Full-Delivery Project ID
#100026,Contract#7181,Yadkin River Basin,Cataloging Unit 03040101,Surry County,NC
Dear Mr. Reid:
Water&Land Solutions,LLC(WLS)is pleased to present the Final Monitoring Year 2 Report for the Horne
Creek Tributaries Mitigation Project to the North Carolina Department of Environmental Quality(NCDEQ)
Division of Mitigation Services (DMS). Per the DMS review comments,WLS has updated the Monitoring
Year 2 Report and associated deliverables accordingly. The electronic deliverables are organized under
the following folder structure as required under the digital submission requirements:
1. Report PDF
2. Support Files
1_Background Tables
2_Visual
3_Veg Data
4_Geomorphology
5_Hydro
6_0ther Data
We are providing our written responses to DMS'review comments on the Draft Monitoring Year 2 Report
below. Each of the DMS review comments is copied below in bold text, followed by the appropriate
response from WLS in regular text:
• Page 3 — Please add the following additional statement to the Streambed Material Condition and
Stability discussion: The IRT reserves the right to request pebble count data/particle distributions if
deemed necessary during the monitoring period. Response: The above language was added to the
Streambed Material Condition and Stability Section.
• Page 5—SPA1 and SPA2 discussions indicate that areas have stabilized in MY2. Are these areas still
considered problem areas?If the areas have stabilized and are no longer considered stream problem
areas, they can be removed from the list and the CCPV. If the two areas still require additional
monitoring, consider revising the area description to indicate further monitoring is required.
Response: As noted in the report, both areas were planted with additional livestakes during MY2.
There was language in the report to continue monitoring during MY3, but this has been clarified and

4 WATER & LAND SOLUTIONS
7721 SIX FORKS ROAD, SUITE 130, RALEIGH, NC 27615
[phone] I waterlandsolutlons.com
revised to: "WLS will monitor this area closely in MY3 and remove as a problem area if stabilized."
If these areas are stable during MY3 they will no longer be considered problem areas and will be
removed from the report and CCPV.
• Many of the SPAs received live stake planting in February 2021. Please add a table or short discussion
regarding the approximate number of live stakes and species planted. Please also include if the
species planted were a departure from the approved mitigation plan. Response:A table with number
and species of live stakes planted is included in Section 3.1.1. Black willow was the only species planted
and was approved for planting in the mitigation plan.
• Thank you for providing an update to all the SPAs from the previous monitoring year. Please continue
to update future monitoring reports with this information as WLS addresses these issues. Response:
Thank you,WLS will continue to provide this information.
• 3.1.2 Stream Horizontal Dimension: Report indicates WLS will resurvey XS10 and XS12 in Spring
2022. Please consider having this information available for the 2022 credit release meeting that will
likely be held in April 2022. Response: WLS will resurvey these cross-sections and have the data for
the credit release meeting.
• 3.3 Vegetation:MY2 average density is listed as 441 stems/ac on page 7.Tables 6a and 6b show slightly
different total stems/ac (449 vs 441). Please review and revise for consistency. Response: The MY2
average stem density is 441 stems/acre. Table 6 includes all woody stems found in the plots during
surveying, including those not in approved planting list. For example, two red maple stems were found
in Plot 1.The average stem density including all stems is 449,including those that are not counted toward
meeting success criteria (red maple). In Table 6a,only stems that can be counted toward success criteria
are tallied, resulting in 441 stems/acre. WLS has added a note to Table 6a that stem count only incudes
species in approved mitigation plan. If DMS would rather we only report species that can be counted
toward success criteria in Table 6,WLS will do so to prevent any confusion in discrepancies.
• 3.3 Vegetation: Add short discussion regarding plots 9 and 10. These plots fail to meet the interim
success criteria,but with the addition of the black willow(approved mit plan species),both plots meet.
Response:The following language was added to section 3.3, "Plots 9 and 10 did not meet interim success
criteria with planted stems, but both plots do meet criteria with the addition of volunteer stems (black
willow). Both plots are in the old channel area, have increased hydrology, and dense herbaceous
vegetation. Volunteer black willow is doing well in these areas"
• Table 2: Please add two lines directly under the Year 2 Monitoring line.The listed activity for one line
should be Vegetation Monitoring, and the second line should be Stream Survey. Under the data
collection column please include the date that each of these activities was completed. Please include
this information in future monitoring reports. See example below:

4 WATER & LAND SOLUTIONS
7721 SIX FORKS ROAD, SUITE 130, RALEIGH, NC 27615
[phone] I waterlandsolutlons.com
Acrisirp or Report Data Collection Complete �t1nal Cmnplerion or
De[ire
Mnigadw Plan Ma,201'
Final Design-C'onsnnctiou Plan: Match 8.201"
Constnrtiou Grading Coutpleted 6[arcit 28.2013
Planting Completed .4111 6.2018
Baseline V artiarne.7teport Apri12D15 htas 2018
Y"ryrvrox Vonirora� ion.'1L,_9�t
_xan Srrn'n fp72,11,_915
Tear 1 Mandating January 2019 Januay.2019
Response: Rows were added to the table to include this information.
• Table 2: Add "Livestake Planting/Maintenance — Feb 2021" to table. Response: A row was added to
capture this information.
• CCPV: Consider adding reach breaks. It is difficult to know where R2, R4 and R5 transition between
each other. Response: Labels were added for reach breaks on the CCPV.
• Table 5 and 5a:Please add dates to the tables to indicate when the field assessment was completed
for the Stream Stability Assessment and Vegetation Assessment. This information was requested
by the IRT at the 2021 Credit Release Meeting. Response: Dates of the field assessments were added
to Table 5 and 5a.
• Table 5:There is one grade control structure listed as not performing as intended. Please use a call
out or symbol for this structure on the CCPV. Response: This area is called out on the CCPV as SPA8.
• Table 6 and 6a:Add a note indicating Plots 9 and 10 meet interim success criteria when black willow is
included in the plot data.This species is an approved mitigation plan species. Response: This language
was added to Table 6 and 6a.
• Please ensure the Monitoring Phase Performance Bond has been updated and approved by Kristie
Corson before invoicing for Task 8. Response: WLS will make sure the bond is updated and approved
before invoicing.
Electronic Deliverable:
• Please submit features characterizing the existing wetlands displayed on the CCPV. Response: The
existing wetlands shapefile is included in the e-data.
• The length of the scoured/eroding segment is 91 feet according to the submitted feature. Please
review and revise Table 5 or feature for consistency. Response: Table 5 was revised to match the
submitted feature.
• Please submit a feature characterizing SPA-8's cross section and include this feature on the CCPV.
Response:A cross-section feature was added to SPA-8 and is included in the e-data.

4 WATER & LAND SOLUTIONS
7721 SIX FORKS ROAD, SUITE 130, RALEIGH, NC 27615
[phone] I waterlandsolutions.com
Please contact me if you have any questions or comments.
Sincerely,
Water& Land Solutions, LLC
Emily Dunnigan
Water& Land Solutions, LLC
7721 Six Forks Road, Suite 130
Raleigh, NC 27615
Office Phone: [phone]
Mobile Phone: [phone]
Email: [e-mail]

Table of Conte, 6,s
1 Project Summary 1
1.1 Project Location and Description 1
1.2 Project Goals and Objectives 1
1.3 Project Success Criteria 2
1.3.1 Streams 2
1.3.2 Vegetation 3
1.3.3 Visual Assessment 3
2 Project Mitigation Components 4
2.1 Project Components 4
3 Monitoring Year 2 Assessment and Results 4
3.1 Morphological Assessment 4
3.1.1 Stream Horizontal Pattern & Longitudinal Profile 4
3.1.2 Stream Horizontal Dimension 6
3.2 Stream Hydrology 6
3.2.1 Stream Flow 6
3.2.2 Bankfull Events 7
3.3 Vegetation 7
4 Methods 8

LIST OF APPENDICES
Appendix A Background Tables
Table 1 Project Mitigation Components
Table 2 Project Activity and Reporting History
Table 3 Project Contacts
Table 4 Project Information and Attributes
Appendix B Visual Assessment Data
Figure 1 Current Condition Plan View (CCPV)
Table 5 Visual Stream Morphology Stability Assessment
Table 5a Vegetation Condition Assessment
Photos Stream Photo Points (Cross-Sections, Culvert Crossings, Ell Reaches)
Vegetation Plot Photographs
Potential Problem Areas
Appendix C Vegetation Plot Data
Table 6 Planted and Total Stem Counts
Table 6a Vegetation Plot Mitigation Success Summary
Table 6b Red-line Planting List
Appendix D Stream Measurement and Geomorphology Data
Figure 2 MY2 Cross-Sections
Table 7a Baseline Stream Data Summary
Table 7b Cross-section Morphology Data
Table 7c Stream Reach Morphology Data
Appendix E Hydrologic Data
Table 8 Verification of Bankfull Events
Figure 3 Surface Flow Data
Figure 4 Flow and Crest Gauge Installation Diagrams
Figure 5 Rainfall Data
Appendix F Correspondence
MY1/MY2 Regulatory Meeting Minutes

1 Project Summary
1.1 Project Location and Description
The Horne Creek Tributaries Mitigation Project ("Project") is a North Carolina Department of
Environmental Quality (NCDEQ), Division of Mitigation Services (DMS) full-delivery mitigation project
contracted with Water & Land Solutions, LLC (WLS) in response to RFP 16-006993. The Project
construction and planting was completed in April 2020. The Project was built as documented in the
approved mitigation plan and record drawings. The Project provides warm stream mitigation credits in
the Yadkin River Basin (Cataloging Unit 03040101). The Project is located in Surry County
approximately seven miles southwest of the Town of Pilot Mountain at 36.282582° and
-80.509153°.
The Project restored, enhanced, and permanently protected seven stream reaches (R1, R2, R3, R4, R4a,
R4b, and R5) and their riparian buffers, totaling approximately 5,428 linear feet of stream channel. The
Project provides significant ecological improvements and functional uplift through stream and aquatic
habitat restoration and through decreasing nutrient and sediment loads within the watershed. The
mitigation plan provides a detailed project summary and Table 1 provides a summary of project assets.
Monitoring Year 2 (MY2) activities occurred during the last week of October 2021. This report presents
the data for MY2.The Project meets the MY2 success criteria for stream hydrology, stream horizontal and
vertical stability, streambed condition and stability. Nine of the ten vegetation plots are meeting interim
success criteria. Based on these results, the Project is on trajectory to meet interim and final success
criteria. For more information on the chronology of the project history and activity, refer to Appendix A,
Table 2. Relevant project contact information is presented in the appendices in Table 3 and project
background information is presented in Table 4.
1.2 Project Goals and Objectives
The Project is on track to meet the goals and objectives described in the Horne Creek Tributaries Final
Approved Mitigation Plan and will address general restoration goals and opportunities outlined in the
North Carolina Division of Mitigation Services (DMS) Upper Yadkin River Basin Restoration Priority Plan
(RBRP)(DEQ 2009). More specifically,watershed goals and management strategies described in the Upper
Yadkin Local Watershed Plan (LWP)will be met by:
• Reducing sediment, soil erosion, turbidity, and nutrient inputs such as fecal coliform bacteria,
nitrogen, and phosphorus to the Horne Creek Watershed.
• Restoring, enhancing, and protecting headwater streams,wetlands, riparian buffers, and aquatic
habitat functions.
• Improving riparian corridor management and targeting restoration of impacted streams and
riparian buffer areas.
• Promoting agronomic farm management techniques and implementing agricultural BMPs and
water quality features such as livestock exclusion fencing, alternative watering systems, and
nutrient management devices.
To accomplish these project-specific goals,the following objectives will be measured to document overall
project success:
4 MY2 FINAL Horne Creek Tributaries
DMS Project ID#100026
1

• Provide a floodplain connection to the incised Project stream reaches by lowering bank height
ratios (BHRs)to less than 1.2, thereby promoting more natural or overbank flood flows,
• Improve bedform diversity by increasing scour pool spacing and depth variability,
• Increase native species riparian buffer and vegetation density/composition along streambank and
floodplain areas that meet requirements of a minimum 30-foot-wide and 210 stems/acre after
the monitoring period,
• Improve aquatic habitat and fish species diversity and migration through the addition of in-stream
cover and native woody debris,
• Site protection through an 11.87-acre conservation easement in excess of 30 feet from the top of
the restored streambanks, that will protect all streams, wetlands and aquatic resources in
perpetuity.
1.3 Project Success Criteria
The success criteria for the Project follows the approved performance standards and monitoring protocols
from the final approved mitigation plan; which was developed in compliance with the USACE October
2016 Guidance, USACE Stream Mitigation Guidelines (April 2003 and October 2005), and 2008
Compensatory Mitigation Final Rule. Cross-section and vegetation plot data will be collected in Years 0, 1,
2, 3, 5, and 7. Stream hydrology data and visual monitoring will be reported annually. Specific success
criteria components and evaluation methods are described below.
1.3.1 Streams
Stream Hydrology: Four separate bankfull or over bank events must be documented within the seven-
year monitoring period and the stream hydrology monitoring will continue until four bankfull events have
been documented in separate years. Stream hydrology monitoring will be accomplished with pressure
transducers installed in pools and correlating sensor depth to top of bank elevation (Figure 4). Recorded
water depth above the top of bank elevation will document a bankfull event.
Stream Profiles, Vertical Stability, and Floodplain Access: Stream profiles, as a measure of vertical
stability and floodplain access will be evaluated by looking at Bank Height Ratios (BHR). In addition,
observed bedforms should be consistent with those observed for channels of the design stream type(s).
The BHR shall not exceed 1.2 along the restored Project stream reaches. This standard only applies to
restored reaches of the channel where BHRs were corrected through design and construction. Vertical
stability will be evaluated with visual assessment, cross-sections and, if directed by the IRT, longitudinal
profile.
Stream Horizontal Stability:Cross-sections will be used to evaluate horizontal stream stability on restored
streams. There should be little change expected from as-built restoration cross-sections. If measurable
changes do occur, they should be evaluated to determine if the changes represent a movement toward a
more unstable condition (e.g., downcutting, erosion) or a movement towards increased stability (e.g.,
settling, vegetation establishment, deposition along the streambanks, decrease in width/depth ratio).
Cross-sections shall be classified using the Rosgen Stream Classification method and all monitored cross-
sections should fall within the quantitative parameters defined for channels of the design stream type.
4 MY2 FINAL Horne Creek Tributaries
DMS Project ID#100026
2

Streambed Material Condition and Stability: Pebble counts or streambed material samples will not be
collected per the DMS Pebble Count Data Requirements memo sent on October 19, 2021.The IRT reserves
the right to request pebble count data/particle distributions if deemed necessary during the monitoring
period.
Jurisdictional Stream Flow:Monitoring of stream flow will be conducted to demonstrate that the restored
stream systems classified as intermittent exhibit surface flow for a minimum of 30 consecutive days
throughout some portion of the year during a year with normal or below normal rainfall conditions.
Stream flow monitoring will be accomplished with pressure transducers installed in pools and correlating
sensor depth to the downstream top of riffle elevation (diagram in Appendix E). If the pool water depth is
at or above the top of riffle elevation, then the channel will be assumed to have surface flow.
1.3.2 Vegetation
Vegetation monitoring will occur in the fall each required monitoring year, typically prior to leaf drop.
Plots will be monitored in years 1, 2,3,5,and 7.Vegetative success for the Project during the intermediate
monitoring years will be based on the survival of at least 320, three-year-old trees per acre at the end of
Year 3 of the monitoring period; and at least 260, five-year-old, trees per acre that must average six feet
in height at the end of Year 5 of the monitoring period. The final vegetative restoration success criteria
will be achieving a density of no less than 210, seven-year-old stems per acre that must average eight feet
in height in Year 7 of monitoring.Volunteer species on the approved planting list that meet success criteria
standards will be counted towards success criteria.
1.3.3 Visual Assessment
WLS will conduct visual assessments in support of mitigation performance monitoring.Visual assessments
of all stream reaches will be conducted twice per monitoring year with at least five months in between
each site visit for each of the seven years of monitoring. Photographs will be used to visually document
system performance and any areas of concern related to streambank and bed stability, condition of in-
stream structures, channel migration, active headcuts, live stake mortality, invasive plant species or
animal browsing, easement boundary encroachments, cattle exclusion fence damage, and general
streambed conditions. Permanent photo points will be located at cross-sections, culvert crossings, and
Enhancement II reaches.
4 MY2 FINAL Horne Creek Tributaries
DMS Project ID#100026
3

2 Project Mitigation Components
2.1 Project Components
The Project mitigation components include a combination of Stream Restoration and Enhancement
activities, as summarized in the table below.
Table 1. Mitigation Plan Stream Mitigation Credits(SMCs)
Existing Restored Creditable
Proposed Approach
Project Footage Footage, Footage, Restoration Mitigation Mitigation
Reach Priority
Component or Stationing Acreage, Acreage Level Level Ratio(X:1) Credits
Acreage or SF or SF
10+00—
R1 1,397 23+40 1,320 1,320 R P1/P11 1 1,320
10+17—
R2 286 13+13 296 296 R PII 1 296
11+80—
R3 75 12+55 76 76 R PII 1 76
13+13—
R4 1,191 25+19 1,167 1,167 R PI/PII 1 1,167
10+98—
R4a 124 11+54 57 57 ElI - 2.5 23
11+55—
R4a - 12+65 111 111 R PI 1 111
10+72—
R4b 89 10+99 27 27 ElI - 2.5 11
10+99—
R4b - 12+24 125 125 R PI 1 125
25+19—
R5 2,519 48+12 2,249 2,249 R PI 1 2,249
Totals 5,681 5,428 5,428 5,378
Credit Loss in Required Buffer -300
Credit Gain for Additional Buffer 325
Net Change in Credit from Buffers +25
Total Credits per Buffer Calculator 5,403
Total Adjusted SMCs 5,389
3 Monitoring Year 2 Assessment and Results
The dates of Year 2 monitoring activities are detailed in Appendix A,Table 2. All Year 2 monitoring data is
presented in this report and in the appendices.The Project is on track for meeting stream interim success
criteria. Nine of the ten vegetation plots are meeting interim success criteria. All monitoring device
locations are depicted on the CCPV(Figure 1).
3.1 Morphological Assessment
3.1.1 Stream Horizontal Pattern & Longitudinal Profile
Visual assessment and cross-section surveys were utilized for assessment of MY2 horizontal and vertical
stream stability. The visual assessments for each stream reach concluded that the MY2 stream channel
pattern and longitudinal profiles, and in-stream structure location/function, still closely match the profile
4MY2 FINAL Horne Creek Tributaries
DMS Project ID#100026
4

design parameters and MYO/baseline conditions (Appendix D). The MY2 planform geometry and
dimensions fall within acceptable ranges of the design parameters for all restored reaches. Minor channel
adjustments in riffle slopes, pool depths and pattern were observed based on natural sediment migration
and stream bank vegetation establishment but did not present a stability concern or indicate a need for
remedial action.
During the fall visual assessment for MY1, WLS staff noted seven potential problem areas outside the
channel. One additional in-channel problem area was noted during MY2. These areas are called out on
the CCPV(Figures la-1c)and photos can be found in Appendix B and the E-Data Submission included with
this report.
• SPA1-On R1,adjacent to the right bank at approximate station 10+25: minor slumping is occurring
where drainage from the adjacent pasture enters the stream buffer.
o MY2 Action: Planted livestakes to stabilize soils in February 2021.The area has stabilized
during MY2.WLS will monitor this area closely during MY3 and remove as a problem area
if still stabilized.
• SPA2-On R1, below the culvert crossing at approximate station 17+00: minor floodplain erosion
in the stream buffer is occurring adjacent to an area of coir matting.
o MY2 Action: Planted livestakes to stabilize soils in February 2021.The area has stabilized
during MY2. WLS will monitor this area closely in MY3 and remove as a problem area if
stabilized.
• SPA3- On R1, along the left floodplain from approximate station 20+25 — 21+60: floodplain
erosion is occurring due to concentrated flow during out-of-bank events and from toe of slope
seepage.
o MY2 Action: In February 2021 installed coir logs and straw bales to slow and spread
floodplain flows, seeded with permanent and temporary seed, and planted livestakes.
During MY3 additional straw bales will be installed. The area is improving and becoming
more stable with increased vegetation and the addition of coir logs/straw bales. WLS will
monitor this area closely in MY3.
• SPA4- On R2, minor erosion was observed on both the right and left bank side slopes at
approximate station 15+75, above the culvert crossing.
o MY2 Action: Planted livestakes to stabilize soils in February 2021. Vegetation cover is
improving in these areas and WLS will continue to monitor them closely in MY3.
• SPAS-On R5, in the left floodplain area: minor erosion is occurring adjacent to station 32+60.
o MY2 Action: During August 2021 installed straw bales and coir logs to slow and spread
the flow of water coming off the farm field, planted livestakes, and re-seeded. The
installation of coir logs/straw bales in the farm field and increased vegetation cover has
reduced erosion in this area. WLS will continue to monitor this area closely in MY3.
• SPA6- On R5, adjacent to vegetation plot 10 near station 43+50: a small secondary channel has
formed in the right floodplain between the floodplain depressions.
o MY2 Action: In February 2021 installed straw bales within secondary channel to prohibit
water flows and planted livestakes to disperse flows. The addition of straw bales and
livestakes has reduced the formation of the secondary channel and allowed herbaceous
vegetation cover to increase. WLS will continue to monitor closely in MY3.
4 MY2 FINAL Horne Creek Tributaries
DMS Project ID#100026
5

• SPA7-On R5, at the meander bend located at station 47+00:the left bank is at risk of eroding.The
bank is currently functioning.
o MY2 Action: In February 2021 planted livestakes to stabilize meander. During MY2 the
bank has increased vegetation cover and is at less risk from erosion. WLS will continue to
monitor closely in MY3.
• SPA8- On R4,just below two log vanes from approximate station 20+75 to 21+75 an area of the
stream has dropped elevation and has some eroding banks. Coarse riffle substrate is still present,
the log vanes directly upstream are stable and functional, and the culvert immediately
downstream is holding grade. Supplemental cross-section data was collected from a riffle in this
area and the data is located in Appendix D. No remedial action is required at this time, and this
area will continue to be monitored closely in MY3.
Problem Area Planting Table MY2
Problem Area Species (Approved) Number of Livestakes
SPA1 Salix nigra 15
SPA2 Salix nigra 15
SPA3 Salix nigra 100
SPA4 Salix nigra 20
SPAS Salix nigra 50
SPA6 Salix nigra 80
SPA7 Salix nigra 20
3.1.2 Stream Horizontal Dimension
The MY2 channel dimensions generally match the design parameters and are within acceptable and stable
ranges of tolerance. Data for the 16 cross-sections (eight riffle and eight pool) can be found in Appendix
D. It is expected over time that some pools may accumulate fine sediment and organic matter, however,
this is not an indicator of channel instability. Maximum riffle depths are also expected to fluctuate
throughout the monitoring period as the channels adjust to the new flow regime. Of the eight riffle cross-
sections, five experienced minor changes in bank height ratio (BHR) from MVO to MY2. Two riffle cross-
sections,XS-8 on R4 and XS-15 on R5,experienced minor aggradation due to sediment migration and thick
herbaceous vegetation occurring during MY2. Both cross-sections are stable and show minimal change
from MY1. Riffle cross-section XS-5 on R4 experienced minor degradation due to bed material
entrainment from storm events.XS-5 experienced minimal change when compared to MY1 and is in stable
condition.Two riffle cross sections, XS-10 and XS-12 on R5, experienced degradation due to bed material
entrainment from the riffles during MY2 storm events. Both riffles adjusted to be shorter and migrated
slightly downstream, resulting in apparent degradation. R5 is stable above and below both cross-sections
and WLS will re-survey XS-10 and XS-12 in Spring 2022 during visual assessments. Visual surveys indicate
the areas affected through aggradation and degradation are functioning and stable. WLS will closely
monitor any changes to all stream reaches during MY3.
3.2 Stream Hydrology
3.2.1 Stream Flow
Two flow gauges (FG-1 and FG-3), installed in May 2020 on R1 and R4 respectively, documented that the
stream exhibited surface flow for a minimum of 30 consecutive days throughout the monitoring year
4 MY2 FINAL Horne Creek Tributaries
DMS Project ID#100026
6

(Appendix E). FG-1 (R1) exhibited 299 days of consecutive flow beginning on January 1st and ending on
October 26th. FG-1 exhibited 299 days of cumulative flow and zero days of no flow. FG-3 (R2) exhibited
117 days of consecutive flow beginning on July 4th and ending on October 26th. FG-3 exhibited 286 days of
cumulative flow and 13 days of no flow. One additional flow gauge (FG-2)was installed during MY1 more
upstream on Reach R2 on September 18th, 2020 in response to IRT comments received during the
September 15th, 2020 site visit. FG-2(R2)exhibited 41 consecutive days of flow for MY2, beginning January
25th and ending on March 7th. FG-2 exhibited 84 days of cumulative flow and 215 days of no flow.
Additionally, to determine if rainfall amounts are normal for the given year, precipitation data was
obtained from Pilot Mountain Weather Station (CBTN7), approximately five miles north of the site.
3.2.2 Bankfull Events
During MY2 bankfull events were recorded on both pressure transducer crest gauges. CG-1 (R1) recorded
eleven events with a maximum event of 0.71' above bankfull. CG-2 (R5) recorded six events with a
maximum event of 1.6' above bankfull. Additionally, the cork crest gauge located adjacent to CG-1 on R1
recorded two bankfull events and the cork crest gauge adjacent to CG-2 located on R5 recorded two
bankfull events.The associated data and photographs are located in Appendix E.
3.3 Vegetation
Monitoring of the 10 permanent vegetation plots was completed during the last week of October 2021.
Vegetation data can be found in Appendix C with the associated photos located in Appendix B. The MY2
average density is 441 stems per acre,which exceeds the interim measure of vegetative success of at least
320 stems per acre at the end of the third monitoring year. One of the ten plots is below the interim
success criteria due to wetness and thick herbaceous cover. Plot 6 is one stem below interim success
criteria. No remedial actions are proposed at this time. The permanent vegetation plots had 242 to 566
stems per acre. Volunteer persimmon (Diospyros virginiana) and black willow (Salix nigra) were noted in
MY2, and more are expected to establish in upcoming years. Black willow and persimmon are on the
approved mitigation plan planting list and are counted towards success criteria, with no one tree species
being counted more than 50 percent. Plots 9 and 10 did not meet interim success criteria with planted
stems, but both plots do meet criteria with the addition of volunteer stems(black willow).Volunteer black
willow is doing well in these areas. Both plots are in the old channel area, have increased hydrology, and
dense herbaceous vegetation.
Visual assessment of vegetation outside of the monitoring plots indicates that the herbaceous vegetation
is becoming well established throughout the project.An area of concern noted during the IRT as-built site
visit on lower R1 (approximate station 23+50 right floodplain hillside) lacked well-established herbaceous
vegetation. In MY2 the vegetation on the slopes has continued to establish. WLS will monitor this area
closely during MY3 for further vegetation establishment. Another area was noted on R4 having low
herbaceous growth (approximate station 16+50 right floodplain hillside). Herbaceous growth on the
hillside has increased during MY2. This area has coir matting and has maintained stability during MY2.
Both areas lacking vegetation are not on the CCPV as they are below the mapping threshold of one acre.
No areas of significant invasive plant species were observed during monitoring year 2. The site will be
monitored closely, and any invasive plant species will be treated as needed. Small populations of narrow-
leaved cattail (Typha latifolia) are present in some saturated floodplain areas; however, none were
observed causing issues within the channels.
4 MY2 FINAL Horne Creek Tributaries
DMS Project ID#100026
7

An area of minor easement encroachment, along upper R2, was noted during the July 2020 IRT site visit.
The landowner was contacted, and his responsibilities and limitations were explained. Horse tape was
installed to demarcate the line and prevent further mowing activities inside of the conservation easement.
As of November 2021, encroachment activities have improved, and the horse tape has been removed.To
further demarcate the line, a supplemental row of trees was immediately inside of the easement on
February 4th, 2021. There are no plans for additional fencing or bollards at this time. This area will be
monitored closely, and any actions will be detailed in the MY3 report.
4 Methods
Stream cross-section monitoring was conducted using a Topcon Total Station. Survey data was imported
into Microsoft Excel®for data processing and analysis.The stage recorders include an automatic pressure
transducer (HOBO Water Level (13 ft) Logger) set in PVC piping in the channel. The elevation of the bed
and top of bank at each stage recorder location was recorded to be able to document presence of water
in the channel and out of bank events. Visual observations (i.e. wrack or debris lines) and traditional cork
crest gauges will also be used to document out of bank events.
Vegetation success is being monitored at a total of 10 permanent vegetation plots. Vegetation plot
monitoring follows the CVS-EEP Level 2 Protocol for Recording Vegetation, version 4.2 (Lee et al. 2008)
and includes analysis of species composition and density of planted and volunteer species. Data are
processed using the CVS data entry tool. In the field, the four corners of each plot were permanently
marked with PVC at the origin and rebar at the other corners.Tree species and height will be recorded for
each planted stem and photos of each plot are to be taken from the origin each monitoring year.
4 MY2 FINAL Horne Creek Tributaries
DMS Project ID#100026
8

Appendix A :
Background Tables
Table 1: Project Mitigation Components
Table 2: Project Activity and Reporting History
Table 3: Project Contacts
Table 4: Project Information and Attributes

Table 1. Home Creek Tributaries(ID-100026) -Mitigation Assets and Components
Existing Mitigation
Footage Plan As-Built
or Footage or Mitigation Restoration Priority Mitigation Footage or
Project Segment Acreage Acreage Category Level Level Ratio(X:1) Acreage Comments
R1 1,397 1,320 Warm R PI/PII 1.00000 1,342 Full Channel Restoration,Planted Buffer,Exclusion of Livestock,Permanent
Conservation Easement
R2 286 296 Warm R PII 1.00000 289 Full Channel Restoration,Planted Buffer,Permanent Conservation Easement
R3 75 76 Warm R PII 1.00000 73 Full Channel Restoration,Planted Buffer,Permanent Conservation Easement
R4 1,191 1,167 Warm R PI/PII 1.00000 1,181 Full Channel Restoration,Planted Buffer,Permanent Conservation Easement
R4A 124 57 Warm Ell PI 2.50000 57 Supplemental Planting of Buffer,Livestock Exclusion,Permananent Easement
R4A - 111 Warm R PI 1.00000 105 Full Channel Restoration,Planted Buffer,Permanent Conservation Easement
R4B 89 27 Warm Ell PI 2.50000 27 Supplemental Planting of Buffer,Livestock Exclusion,Permananent Easement
R4B - 125 Warm R PI 1.00000 123 Full Channel Restoration,Planted Buffer,Permanent Conservation Easement
R5 2,519 2,249 Warm R PI 1.00000 2,270 Full Channel Restoration,Planted Buffer,Permanent Conservation Easement.
Project Credits
Stream A Riparian Wetland Non-Rip Coastal
Restoration Level AM! Col. L Riverine Non-Ri- Wetland Marsh
Restoration 5344.000------
Re-establishment -------
Rehabilitation -------
Enhancement -------
Enhancement I -------
Enhancement II 33.600------
Creation -------
Preservation -------
Totals 5377.600 r 0.000 I 0.000
Overall Assets Summary
Overall
Asset Category Credits
Stream 5,378
RP Wetland NA
NR Wetland NA
Buffer NA
Buffer Loss SMC -300
Buffer Gain SMC 325
Total SMU 5,403
Total Adjusted SMCs 5,389

Table 2. Project Activity and Reporting History
Horne Creek Tributaries Mitigation Project#100026
1
Elapsed Time Since grading complete: I 1 year 7 months
Elapsed Time Since planting complete: I 1 year 7 months
Number of reporting Years': li 2
I
Data Collection Completion or
Activity or Deliverable Complete Delivery
Institution Date N/A 05/22/17
404 permit date N/A 01/15/20
Mitigation Plan N/A 07/29/19
Final Design—Construction Plans N/A 07/29/19
Construction N/A 04/30/20
Containerized, bare root and B&B plantings for reach/segments 1&2 N/A 04/30/20
As-built (Year 0 Monitoring—baseline) 5/20/2020 7/1/2020
Year 1 Monitoring 11/10/2020 11/20/2020
Year 2 Monitoring 10/27/2021 12/23/2021
Vegetation Monitoring 10/27/2021 N/A
Stream Survey 10/27/2021 N/A
Year 3 Monitoring
Vegetation Monitoring
Stream Survey
Year 4 Monitoring
Vegetation Monitoring
Stream Survey
Year 5 Monitoring
Vegetation Monitoring
Stream Survey
Year 6 Monitoring
Vegetation Monitoring
Stream Survey
Year 7 Monitoring/Close Out
Vegetation Monitoring
Stream Survey
Encroachment Planting N/A 2/4/2021
Livestake Plantin. and Maintenance N/A Februa 2021

Table 3.Project Contacts
Home Creek Tributaries Mitigation Project#100026
Designer Water&Land Solutions, LLC
7721 Six Forks Rd,Ste. 130, Raleigh, NC 27615
Primary project design POC Christopher Tomsic-[phone]
Construction Contractor North State Environmental, Inc.
2889 Lowery Street,Winston-Salem, NC 27101
Construction contractor POC Andrew Roten-[phone]
Survey Contractor Ascension Land Surveying
116 Williams Road, Mocksville, NC 27028
Survey contractor POC Christopher Cole-[phone]
Planting Contractor Ripple EcoSolutions, LLC
215 Moonridge Rd,Chapel Hill, NC 27516
Planting contractor POC George Morris-[phone]
Seeding Contractor North State Environmental, Inc.
2889 Lowery Street,Winston-Salem, NC 27101
Contractor point of contact Andrew Roten-[phone]
Seed Mix Sources Green Resource
[phone]
Nursery Stock Suppliers(Bare Roots) Native Forest Nursery
[phone]
Nursery Stock Suppliers(Bare Roots/plugs) Mellow Marsh Farm
[phone]
Nursery Stock Suppliers(Live Stakes) Foggy Mountain Nursery
[phone]
Monitoring Performers Water&Land Solutions, LLC
7721 Six Forks Rd,Ste. 130, Raleigh, NC 27615
Stream Monitoring POC Emily Dunnigan-[phone]
Vegetation Monitoring POC Emily Dunnigan-[phone]
Wetland Monitoring POC N/A; Emily Dunnigan-[phone]

Table 4.Project Background Information
Project Name Home Creek Tributaries
County Surry
Project Area(acres) 11.87
Project Coordinates(latitude and longitude) 36.2851950°N,-80.5032100°W
Planted Acreage(Acres of Woody Stems Planted) 10.2
ject Watershed Summary Information
Physiographic Province Piedmont
River Basin Yadkin
USGS Hydrologic Unit 8-digit I 03040101 USGS Hydrologic Unit 14-digit I 03040101110070
DWR Sub-basin 03-07-02
Project Drainage Area(Acres and Square Miles) 0.06(R1)and 0.26(R5)
Project Drainage Area Percentage of Impervious Area <1%
2.01.03,2.01.01,3.02(46%pasture/hay,24%row crop,
CGIA Land Use Classification
16%mixed forest)
Reach Summary Information
Parameters Reach 1 Reach 2 Reach 3 Reach 4 Reach 4A Reach 4B Reach 5
Length of reach(linear feet) 1,320 296 76 1,167 168 152 2,249
Valley confinement(Confined,moderately confined,unconfined) mod confined mod confined mod confined unconfined unconfined unconfined unconfined
Drainage area(Acres and Square Miles) 38 and 0.06 41 and 0.06 29 and 0.05 83 and 0.13 29 and 0.05 2 and 0.003 166 and 0.26
Perennial,Intermittent,Ephemeral Perennial Intermittent Intermittent Perennial Perennial/Intermittent Perennial/Intermittent Perennial
NCDWR Water Quality Classification C C,WS-IV C C,WS-IV C C C,WS-IV
Stream Classification(existing) E5b/F5b(incised) G4(incised) E6b(incised) B4(incised) B4c(incised) G5 B4c/G4c(incised)
Stream Classification(proposed) B4 B4 B4a B4/C4b B4 B4 C4
Evolutionary trend(Simon) III/IV III III IV/V I I IV/V
FEMA classification N/A N/A N/A N/A N/A N/A N/A
Regulatory Considerations
Parameters Applicable? Resolved? Supporting Docs?
Water of the United States-Section 404 Yes Yes PCN
Water of the United States-Section 401 Yes Yes PCN
Endangered Species Act Yes Yes Categorical
Exclusion
Historic Preservation Act Yes Yes Categorical
Exclusion
Coastal Zone Management Act(CZMA or CAMA) No N/A N/A
FEMA Floodplain Compliance No N/A N/A
Essential Fisheries Habitat No N/A Categorical
Exclusion

Appendix B :•Visual Assessment Data
Figure 1: Current Condition Plan View (CCPV)
Table 5: Visual Stream Morphology Stability Assessment
Table 5a: Vegetation Condition Assessment
Stream Photo Points (Cross-Sections, Culvert Crossings, Ell Reaches)
Vegetation Plot Photographs
Potential Problem Area Photographs

Conservation Easement r Figures'
-11
— Streams . . • -
' I4
Mapping Indexft
efr ,
Water Quality Feature . -
- L f
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.[ -- .-. -R1 I • 4.
-
! Access: 36.28258, -80.50915
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M USACE Action ID Number: SAW-2017-01510 Current Conditions FIGURE
4 WAT E R & LAND Horne Creek Tributaries Mitigation Project DMS project number: 100026 Plan View
SOLUTIONS Surly County, North Carolina December 2021 Monitoring Year 2
MY2 NAD 1983 2011 State Plane
North Carolina FIPS 3200 FT US

r
I_]Conservation Easement r # i' .
I .,
- Fence
•
- - Top of Bank -4- 4 4 :�
- Restoration .hli ,:4 - 1114 •
�
- •
•
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O Pressure Gauge -
• Flow Gauge
C Crest Gauge 1 ,
❑ Photo Station rb r 5,, .
— — Cross Section ' 4t. . :' ti
Water Quality Feature • w _ r •
Existing Wetland (No Credit) ,_ /(ge R Culvert s%•;;:l•: qr
Vegetation Plots(Total Stems/Planted Stems) - -
- Success Criteria Not Met '
Success Criteria Met Access: 36.282582, -80.509153
1111
4 VP2 R1
11+00
(485/323) PG-1 PS-1
awl/ imp10+00 _=C -`ter — SPA2: Minor erosion of side slope ;
13+00 14+00 I '17+00
SPA1: Minor side slope slumping (445/364) f ��\� VP3 ,
— 0 (566/566) SPAS: Minor floodplain erosion.
`� Approximate stationing 20+25 to 21+60
\
19+00
20+00!• 21+00 22+00 k�aOr0
- - �i'` -, d
XS-33+00
t -
XS-4 \\V 23+58
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4TM USAGE Action ID Number: SAW-2017-01510 Current Conditions FIGURE
1 a
WATER & LAND Horne Creek Tributaries Mitigation Project DMS project number: 100026 Plan View
SOLUTIONS Surry County, North Carolina
December 2021 Monitoring Year 2
MY2 NAD 1983 2011 State Plane
North Carolina FIPS 3200 FT US

},. a ,
ry i s
• ,S-12 ,�. 7 Conservation Easement
PS-6 _ r 0 1,....,.1.
Fence
W
',I - — Top of Bank
+00 R5 •
31+00 .'.;. • ' Restoration
=� 30+0o N" R4B R4A ; :: Enhancement II
Jim 1 Problem Areas
VP6
\` 29+00 _ Channel Problem Area
/ 4-I�-, (283/283) Pl:ta:roachment
ed
.�� �` -2 ,444
-10+72 PS-4
Culvert r • Fl
VP7® 28+00 � ,:A J i.�2+24
�S-5 ❑ Photo Station
(566/445) --- _ 27+00 26+00- - /`i 1 —
25+00 — 12+55 10+98 '' - - Cross Sections
r '...�...-
24+00 �� F �-�-,5.
. . .. Water Quality Feature
ure
ra .,, PS-3 XS-10 1 Existing Wetland (No Credit)
1�23+00 Culvert
Vegetation Plots (Total Stems/Planted Stems)
Begin ' 5 , `= � i. _ 20+00 / 19+00 p _ = Success Criteria Not Met
/ . ` � PS 7
22 OU`"— —21+00// % -F. -.IN 18+00 17+00 Success Criteria Met
1NON:. :. -Culvert -'— - \� �� �:. ,.., • ',
.:�. - _ r
P5 ���116+00 y .
\GI SPA 4: Minor erosion on side slope �t,:- .,r,
SPA 8: Grade control structure not performing as intended (stone XS-8 ---� •
riffle). Channel cut down, minor bank erosion • I
�. R4 ` \ VP4
` V SPA-8 {
r PS-2 , IIP
Er., � �, \ (566/566)
.1 5 ' ' .; Yam..
XSelixa:9------7at.----,/\
_ `•a;..
4 s , 1 .. 12+00
, ' r \a u Encroachment(Planted 2/4/2021)
FPS .' •
• . - ,. .1 i'�:�- .+4116 Begin - . x: \\ •
r y1ix - .
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0 125 250 — s.;• ..::
, 0 0 o-,C C G- grho.;•,.;-`to -�G�fi'
Cr - ._ _
USAGE Action ID Number: SAW-2017-01510 Current Conditions FIGURE
WAT E R & LAN Horne Creek Tributaries Mitigation Project DMS project number: 100026 Plan View
SOLUTIONS Surry County, North Carolina December 2021 Monitoring Year 2 1 b
MY2 NAD 1983 2011 State Plane
North Carolina FIPS 3200 FT US

r 1.. .
• is T, ;alba+ - - - L 7 Conservation Easement
' Fence
- — Top of Bank
Restoration
Enhancement II
Problem Areas
• Flow Gauge
0 Crest Gauge
SPA 6: Potential secondary channel ❑ Photo Station
forming in floodplain @yMI - - Cross Sections
VP1 0 XS-14 ... . Water Quality Feature
XS=13
SPA 7: Minor bank erosion : •,_ - Culvert
: . ,.x 404/283 �. ._
Left bank ma`s ( VP9
- Vegetation Plots (Total Stems/Planted Stems)
(404/242)�
_ "" " - Success Criteria Not Met
4 �44+00 43+00 R5•
,N_47,+00- • i ..<s _ _ Success Criteria Met
48+12 \ / \45+00`/ \` / /- \ _/42+00' r
• ` O \ \46+00 ". - .\ I / i \ / \ \\\ --__.‘
=41+_00 \ / \ ��i�': .. z,
ti •/ \\ —39+00• \� — ;..
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� � � �\\35+00 �
Access: 36.282164, -80.503379INII 'a� aEls „ _ VP$ PS-6
; q T _,• , : . -:k?. :. (445/445) \.......
.—.\.34+.00-- 33+00 32+00
)(' ,/ --•\
, 31+00
\ \, _— f"•••• ratiAl
•,30+00
• %. MIAILI __`, ; /
Culvert
SPA 5: Minor erosion
in floodplain
.410 J .
co
I i
.,
Q 100 • oo -
' '� E. - _ • sou --lat4, il- t.r,,eas o , & 3o C I /G°�iG
TM USACE Action ID Number: SAW-2017-01510 4
Current Conditions FIGURE
WATER & LAND Horne Creek Tributaries Mitigation Project DMS project number: 100026 Plan View
SOLUTIONS Surry County, North Carolina
December 2021 Monitoring Year 2 C
MY2 NAD 1983 2011 State Plane
North Carolina FIPS 3200 FT US

Table 5 Visual Stream Morphology Stability Assessment
Project: Home Creek Tributaries Mitigation Project(DMS ID#1000
Reach ID: R1,R2,R3,R4,R4a,R4b,R5
Assessed Length: 5428
Date of Survey 4/30/2021 and 10/27/2021
MM
Number Number with Footage with Adjusted%for
Stable, Number of Amount of %Stable, Stabilizing Stabilizing Stabilizing
Channel Performing as Total Number Unstable Unstable Performing as Woody Woody Woody
Major Channel Category Sub-Category Metric Intended in As-built Segments Footage Intended Vegetation Vegetation Vegetation
1.Bank 1.Scoured/Eroding Bank lacking vegetative cover resulting simply from poor growth and/or scour and 1 91 99% 0 0 99%
erosion
Banks undercuUoverhanging to the extent that mass wasting appears likely.
* 2.Undercut Does NOT include undercuts that are modest,appear sustainable and are 0 0 100% 0 0 100%
providing habitat.
3.Mass Wasting Bank slumping,calving,or collapse 0 0 100% 0 0 100%
Totals 1 91 99% 0 0 99%
2.Engineered Structures 1.Overall Integrity Structures physically intact with no dislodged boulders or logs. 257 257 100%
2.Grade Control Grade control structures exhibiting maintenance of grade across the sill. 110 111 99%
2a.Piping Structures lacking any substantial flow underneath sills or arms. 117 117 100%
Bank erosion within the structures extent of influence does not exceed 15%.
3.Bank Protection 42 42 100%
(See guidance for this table in EEP monitoring guidance document)
4.Habitat Pool forming structures maintaining—Max Pool Depth:Mean Bankfull Depth 42 42 100%
ratio>1.6 Rootwads/logs providing some cover at base-flow.

Table 5a. Vegetation Condition Assessment
Project: Home Creek Tributaries Mitigation Project(DMS ID#100026) Date of Survey:4/30/2021 and 10/27/2021
Planted Acreage: 10.2
Mapping CCPV Number of Combined %of Planted
Vegetation Category = Definitions Threshold Depiction Polygons Acreage Acreage
1. Bare Areas Very limited cover of both woody and herbaceous material. 1 acre Solid light blue 0 0.00 0.0%
2. Low Stem Density Areas Woody stem densities clearly below target levels based on MY3,4,or 5 stem count criteria. 0.1 acres Transparent 0 0.00 0.0%
light green
0 0.00 0.0%
3.Areas of Poor Growth Rates or Vigor Areas with woody stems of a size class that are obviously small given the monitoring year. 0.25 acres Pattern and 0 0.00 0.0%
Color
Cumulative Total 0 W 0.0%
Easement Acreage2:' 11.9
Mapping CCPV Number of Combined %of Easement
Vegetation Category Definitions hreshol L Depiction Polygons Acreage Acreage
4.Invasive Areas of Concern Areas or points(if too small to render as polygons at map scale). 1000 SF orange hatched 0 0.00 0.0%
5.Easement Encroachment Areas Areas or points(if too small to render as polygons at map scale). none Green dotted line 1 0.00 0.0%

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Ai .';�?a. a 10/27/21 8:30 AM
ate"' •
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R2, XS5, Upstream (MY 00) R2, XS5'
Upstream (MY-02)
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s �� r { 71_ - � 9 0/27/21 8:31 AM
r 1 • i � _ Surry County
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t ,y!� ��; . � + 10/27/21 8:30 AM
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- 10/27/21 8:30 AM
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Pl 10/27129 8:32 AM
Surr Count
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Min• 1 a127129 8:33 AM
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•
10/27/21 8:32 AM
'Surryi County
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R2, XS6, Left Bank (MY 00) R2, XS6, Left Bank (MY-02)
10/27/21 8:32 AM
�
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Appendix C .
Vegetation Monitoring Plot
Data
Table 6: Planted and Total Stem Counts
Table 6a: Vegetation Plot Mitigation Success Summary
Table 6b: Red-line Planting List

Table 6:Planted and Total
Stem Counts
Home Creek Current Plot Data(MY2 2021)
Species 006-01-0001 006-01-0002 006-01-0003 006-01-0004 006-01-0005 006-01-0006
Scientific Name Common Name Type PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T
Acer rubrum red maple Tree 2
Alnus serrulata hazel alder Shrub 1 1 1 2 2 2 2 2 2
Asimina triloba pawpaw Tree 1 1 1 1 1 1 2 2 2
Betula nigra river birch Tree 2 2 2 1 1 1 3 3 3 3 3 3
Carpinus caroliniana American hornbeam Tree 1 1 1 1 1 1 1 1 1 1 1 1
Cercis canadensis eastern redbud Tree 1 1 1 2 2 2
Corylus americana American hazelnut Shrub 1 1 1
Diospyros virginiana common persimmon Tree 3 1 1 1 1 1 1
Fraxinus pennsylvanica green ash Tree 1 1 1
Hamamelis virginiana American witchhazel Tree 1 1 1
Lindera benzoin northern spicebush Shrub 1 1 1
Liriodendron tulipifera tuliptree Tree 1 1 1 3 3 3 4 4 4 3 3 3
Nyssa sylvatica blackgum Tree 1 1 1 1 1 1 1 1 1
Platanus occidentalis American sycamore Tree 1 1 1 2 2 2 3 3 3 1 1 1
Quercus alba white oak Tree 1 1 1 1 1 1
Quercus rubra northern red oak Tree 1 1 1 1 1 1 1 1 1
Salix nigra black willow Tree 1
Tilia americana American basswood Tree 3 3 3
Stem count 9 9 11 8 8 12 14 14 14 14 14 14 8 8 8 7 7 7
size(ares) 1 1 1 1 1 1
size(ACRES) 0.02 0.02 0.02 0.02 0.02 0.02
Species count 6 6 7 6 6 8 9 9 9 7 7 7 6 6 6 5 5 5
Stems per ACRE 364.2 364.2 445.2 323.7 323.7 485.6 566.6 566.6 566.6 566.6 566.6 566.6 323.7 323.7 323.7 283.3 283.3 283.3
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%
*All tree species found in the vegetation plots are recorded in the table.Only species that were on the approved mitigation plan planting list are counted toward success critieria.

Table 6:Planted and Total
Stem Counts
Horne Creek Current Plot Data(MY2 2021) Annual Means
Species 006-01-0007 006-01-0008 006-01-0009 006-01-0010 MY2(2021) MY1(2020) MYO(2020)
Scientific Name Common Name Type PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T
Acer rubrum red maple Tree 2
Alnus serrulata hazel alder Shrub 3 3 3 2 2 2 2 2 2 1 1 1 13 13 13 14 14 14 14 14 14
Asimina triloba pawpaw Tree 1 1 1 5 5 5 10 10 10 18 18 18
Betula nigra river birch Tree 2 2 2 1 1 1 12 12 12 15 15 15 4 4 4
Carpinus caroliniana American hornbeam Tree 2 2 2 1 1 1 7 7 7 10 10 10 13 13 13
Cercis canadensis eastern redbud Tree 1 1 1 4 4 4 5 5 5 10 10 10
Corylus americana American hazelnut Shrub 1 1 1 1 1 1 3 3 3 4 4 4 12 12 12
Diospyros virginiana common persimmon Tree 1 1 1 3 3 6 9 9 12 12 12 12
Fraxinus pennsylvanica green ash Tree 1 1 1 2 2 2 2 2 3 4 4 4
Hamamelis virginiana American witchhazel Tree 1 1 1 1 1 1 6 6 6
Lindera benzoin northern spicebush Shrub 3 3 3 4 4 4 8 8 8 15 15 15
Liriodendron tulipifera tuliptree Tree 1 1 1 1 1 1 13 13 13 18 18 18 29 29 29
Nyssa sylvatica blackgum Tree 3 3 3 3 3 3 9 9 9 12 12 12 12 12 12
Platanus occidentalis American sycamore Tree 1 1 1 1 1 1 9 9 9 9 9 9 7 7 7
Quercus alba white oak Tree 2 2 2 4 4 4 4 4 4
Quercus rubra northern red oak Tree 3 3 3 7 7 7 7 7 7
Salix nigra black willow Tree 3 4 3 11
Tilia americana American basswood Tree 1 1 1 1 1 1 5 5 5 10 10 10 5 5 5
Stem count 11 11 14 11 11 11 6 6 10 7 7 10 95 95 111 138 138 142 172 172 172
size(ares) 1 1 1 1 10 10 10
size(ACRES) 0.02 0.02 0.02 0.02 0.25 0.25 0.25
Species count 6 6 7 6 6 6 4 4 5 7 7 8 16 16 18 16 16 16 16 16 16
Stems per ACRE 445.2 445.2 566.6 445.2 445.2 445.2 242.8 242.8 404.7 283.3 283.3 404.7 384.5 384.5 449.2 558.5 558.5 574.7 696.1 696.1 696.1
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%
*All tree species found in the vegetation plots are recorded in the table.Only species that were on the approved mitigation plan planting list are counted toward success critieria.
**Plots 9 and 10 meet success criteria when including approved volunteer stems.

I Table 6a:Vegetation Plot Mitigation Success Summary Table
Horne Creek Tributarites
m
Plot# Planted Volunteers/ Tota uccess Av eraage
ii Acre — Stems/ eight(ft)
1 364 0 364 Yes 3.3
2 323 161 484 Yes 1.5
3 566 0 566 Yes 1.6
4 566 0 566 Yes 2.1
5 323 0 323 Yes 1.5
6 283 0 283 No 2.0
7 445 121 566 Yes 2.7
8 445 0 445 Yes 1.0
9 242 161 404 Yes 1.8
10 283 121 404 Yes 1.5
Project
384 56.4 441 Yes 1.9
Average
*No one species accounts for more than 50%of the total species in a single plot.
**Plots 9 and 10 meet interim success criteria when volunteer black willow is included in plot data.This
species is an approved mitigation plan species.
***Total Stems/Acre only includes species from approved mitigation plan.

Table 6b: Horne Creek Tributaries Red-line Planting List
AM Percent Mitigation
Common Name Stems Planted Plan Percent
Green ash Fraxinus pensylvanica 250 3.4% 3.0%
River birch Betula nigra 500 6.7% 7.0%
Basswood Tilia americana 500 6.7% 7.0%
Black gum Nyssa sylvatica 450 6.0% 6.0%
American sycamore Platanus occidentalis 500 6.7% 7.0%
Tulip poplar Liriodendron tulipifera 500 6.7% 7.0%
Northern red oak Quercus rubra 250 3.4% 3.0%
White oak Quercus alba 450 6.0% 6.0%
Persimmon Diospyros virginiana 500 6.7% 7.0%
Common scrviccbcrry Amclanchicr arborca G 0.0% &494,
Umbrclla magnolia Magnolia tripctala G 0.0% 6.0%
Redbud Cercis canadensis 400 5.4% 0.0%
American hornbeam Carpinus caroliniana 450 6.0% 6.0%
Witch hazel Hamamelis virginiana 450 6.0% 6.0%
Pawpaw Asimina triloba 900 12.1% 6.0%
Spicebush Lindera benzoin 450 6.0% 6.0%
Tag alder Alnus serrulata 450 6.0% 6.0%
Hazelnut Corylus americana 450 6.0% 6.0%
'Total Planted 7,450 100.0%
*changes from mitigation plan in red
i Riparian Buffer Live Stake Plantings-Streambanks .111
�1Pronosed 2'-3'Spacing @ Meander Bends and 6'-8'Spacing @ Riffle Sections)
Sambucus canadensis Elderberry 20% FACW
Salixsericea Silky Willow 30% OBL
Salix nigra Black Willow 10% OBL
Cornus amomum Silky Dogwood 40% FACW

Appendix D :•Stream Measurement and
GeomorphologyData
Figure 2: MY2 Cross-Sections
Table 7a: Baseline Stream Data Summary
Table 7b: Cross-section Morphology Data
Table 7c: Stream Reach Morphology Data

Project Name Home Creek Tributaries Mitigation Project 10126/21,3:00 PM
Project ID 100026
Reach ID R1 - F, .. ► "'x"
Cross Section ID XS-1 - } {' ',�- �r ,a'~
Field Crew K.Obermiller,C. Durham • •
`` '! .,;
Dimension Data Summary:MY2 2021 ; ;'Y . - ,"
Bankfull Elevation(ft) 944.1 ti :y q „--- _ ._'t•s' -
Low Bank Height Elevation(ft) 944.6
ter,
Bankfull Max Depth(ft) 2.1 -' -
Low Bank Height(ft) 2.6 -s?� ;/• ,
Bank Height Ratio 1.24 _ :�•;s) •
Bankfull X-section Area(ft2) 11.1 J~` f
Change Bank Height Ratio 24.0/ ;x --• -.----'-
Looking Downstream
XS-1 Pool, STA 12+85
—Baseline MYO —MY1 MY2 — — Bankfull Elevation —Floodprone Area
948 -
947 - /
946
m
945 -
o
0
El 944
m
w
943 -
942 -
941
0 5 10 15 20 25 30 35 40
Width(feet)
Home Creek Tributaries Mitigation Project Water and Land Solutions
DMS Project#100026 MY2
November 2021 Monitoring Year 2 of 7

Project Name Home Creek Tributaries Mitigation Project 10/26121,2:56 PM
Project ID 100026 Surry Count
Reach ID R1 _-
Cross Section ID XS-2 %"
Field Crew K.Obermiller,C. Durham
Dimension Data Summary:MY2 2024. •
Bankfull Elevation(ft) 942.8 _• = ,..7. `'=- } - , ,
Low Bank Height Elevation(ft) 942.8 ,;r
'
•Bankfull Max Depth(ft) 1.1 ' .'.,fi:, ►.• ,. ' :r•, ,,
Low Bank Height(ft) 1.1 A. ki.:ti _ .l•r4,-=`:P: \ :'� ,L-L,`,• ;. 1
:' s
Bank Height Ratio 1.04 ;4�.: "`Y.,. •:`` -.; : . ;, Z,.;�:t :•., S•r
Bankfull X-section Area(ft2) 3.9 - f," - ;� ,�''''';
Change Bank Height Ratio 4.0% x ,r_ �=';• f -` ,3 '
Looking Downstream
XS-2 Riffle, STA 13+32
—Baseline MYO —MY1 MY2 — — Bankfull Elevation —Floodprone Area
947 -
946 -
y 945 -
w
0 944
y
w 943 `
942 - /" y/�
941 ,
0 5 10 15 20 25 30 35 40
Width(feet)
Home Creek Tributaries Mitigation Project Water and Land Solutions
DMS Project#100026 MY2
November 2021 Monitoring Year 2 of 7

Project Name Home Creek Tributaries Mitigation Project •.;'- ., "-'1
Project ID 100026 y w •.�: ;..10126121,3C1 Count
it• �•��m.':-?°, Sur Caunt
Reach ID R1 : c" ., .) r, _v.. ,
Cross Section ID XS-3 , •. •-;''17`•�.'
Field Crew K.Obermiller,C. Durham F _Y +';, {c -f ft, a
•
Dimension Data Summary:MY2 202� ..,.; '' —I
Bankfull Elevation(ft) 920.7 { '$`"' , <i.',t r• `-..,_.:
fi t�
Low Bank Height Elevation(ft) 920.7 " : ,' .T.; - . • .' : - :?rf
Bankfull Max Depth(ft) 1.9 :;�i.; Fci`•:,r?r _ '"� �>`�� ,,,,
Low Bank Height(ft) 1.9 * 1. y }i:
Bank Height Ratio 1.00a '. :'
Bankfull X-section Area(ft2) 9.6 ,, r
% Change Bank Height Ratio 0.0% �: ,' :,•'i
Looking Downstream
XS-3 Pool, STA 20+35
—Baseline MYO —MY1 MY2 — — Bankfull Elevation —Floodprone Area
924 1
923 -
') 922 -
0 921 -
w 920 -
919 - \
918 ,
0 5 10 15 20 25 30 35 40
Width(feet)
Home Creek Tributaries Mitigation Project Water and Land Solutions
DMS Project#100026 MY2
November 2021 Monitoring Year 2 of 7

Project Name Home Creek Tributaries Mitigation Project r..
Project ID 100026 • t 1. f,• 10126.21.3:53 PM
1 V ' --" i Surry County
Reach ID R1 '"
Cross Section ID XS-4 •' ' .%;
Field Crew K.Obermiller,C. Durham ,.y. •'R'' '. -- '`"''
Dimension Data Summary:MY2 2024.
Bankfull Elevation(ft) 920.3 ": ,% ..
Low Bank Height Elevation(ft) 920.4 ;_. .,; .-:
Bankfull Max Depth(ft) 0.8 ;a_/Vr. �. i
Low Bank Height(ft) 0.9 Y u
Bank Height Ratio 1.11 F-" :. ;,, .- /� • 1 A ‘..',
• y
Bankfull X-section Area(ft2) 2.6 'd 1 ° R, , -�.
% Change Bank Height Ratio 11.0% fa 7':.,'
Looking Downstream
XS-4 Riffle, STA 20+47
—Baseline MYO —MY1 MY2 — — Bankfull Elevation —Floodprone Area
925
924
y 923
w
0 922
R
w 921
920
919
0 5 10 15 20 25 30 35 40
Width(feet)
Home Creek Tributaries Mitigation Project Water and Land Solutions
DMS Project#100026 MY2
November 2021 Monitoring Year 2 of 7

Project Name Home Creek Tributaries Mitigation Project " r .,'; 10/27/21 8:31 AM
Project ID 100026
I i Surry County
r b •
Reach ID R4 I .i=. •
Cross Section ID XS-5
Field Crew K.Obermiller,C. Durham �,,-.' �; F ''• _
- •
Dimension Data Summary:MY2 2O2 - ri.
- — -
Bankfull Elevation(ft) 981.4 ',
Low Bank Height Elevation(ft) 981.5 �'
Bankfull Max Depth(ft) 0.7 = + i - ._ •
Low Bank Height(ft) 0.8 'k ,.. _
Bank Height Ratio 1.05 { y�,'
ice- .r 1_
Bankfull X-section Area(ft2) 3.7A.
` ;i �rA:� `_ ' . : ` I_' �=f.
Change Bank Height Ratio 5.0% ��, r;;
r. r�:+ .e
l at ?
Looking Downstream
XS-5 Riffle, STA 13+84
—Baseline MYO —MY1 MY2 — — Bankfull Elevation —Floodprone Area
985 -
984 -
983 -
w
r 982 -— �—
R _
cu
w 981 �_�_�/
980 -
979 ,
0 5 10 15 20 25 30 35 40
Width(feet)
Home Creek Tributaries Mitigation Project Water and Land Solutions
DMS Project#100026 MY2
November 2021 Monitoring Year 2 of 7

Project Name Home Creek Tributaries Mitigation Project ,y • 10/27/21 8:33 AM
Project ID 100026 - Steffy County
Reach ID R4
Cross Section ID XS-6 -'.. ' :,:. ' - , 4.. •• '''-
Field Crew K.Obermiller,C. Durham f.';r ,•'; z :::�' c Y
�:y, .::may_ ....-.: =
Dimension Data Summary:MY2 2021 • • _r �
Bankfull Elevation(ft) 980.3 ` ��
Low Bank Height Elevation(ft) 980.4
Bankfull Max Depth(ft) 2.1 •t ,, 1;-`t. ,
Low Bank Height(ft) 2.2 ,+;; ' $` 't
Bank Height Ratio 1.01 1 r •^ •^ �-
Bankfull X-section Area(ft2) 11.6 ' •
% Change Bank Height Ratio 1.0% k -
r
Looking Downstream
XS-6 Pool, STA 14+28
—Baseline MYO —MY1 MY2 — — Bankfull Elevation —Floodprone Area
983
982
} 981 - �
m
cu
0 :::
- -w -
978 -
\/ /
977 , 1 1 1 1 1 1 1
0 5 10 15 20 25 30 35 40
Width(feet)
Home Creek Tributaries Mitigation Project Water and Land Solutions
DMS Project#100026 MY2
November 2021 Monitoring Year 2 of 7

Project Name Home Creek Tributaries Mitigation Project ",.. -'�!: .N11. '`r,• 10/27/21 9:27 AM
•Project ID 100026 • � •: • ,. -.3.'� ; .' • Surry County
Reach ID R4 1.',e.. )`';:r t. . ..
Cross Section ID XS-7 .' 'N.i ka•.� ,�1Y0 � :s.f',t.y ,. ,f .. .r *X e{
Field Crew K.Obermiller,C. Durham i. '' d} °; i,)v,- - ='i' ' ,_ ,•P_ ,'
•
Dimension Data Summary:MY2 2024. .4..1.;. , ';,,• �.1'n ti ^-.r r ' ,
Bankfull Elevation(ft) 966.5 :e A • ----
Low Bank Height Elevation(ft) 966.6 ``' ]y,9 N.,:o�•-: '� '- c"�r '
Bankfull Max Depth(ft) 2.4 `:+0.:= •-": 'F' •; t a'iz,_`' ,..`7,'m.,
Low Bank Height(ft) 2.4e }:. i
Bank Height Ratio 1.02 'c; oaf ' •
Bankfull X-section Area(ft2) 12.4 n '+t '}-, 1' -"
% Change Bank Height Ratio 2.0% — , •
is.
Looking Downstream
XS-7 Pool, STA 19+50
—Baseline MYO —MY1 MY2 — — Bankfull Elevation —Floodprone Area
969
968 -
y 967 -
0 :::
v>cucu
w -
i\z.------\J
964 -
963 , 1 1 1 1 1 1 1
0 5 10 15 20 25 30 35 40
Width(feet)
Home Creek Tributaries Mitigation Project Water and Land Solutions
DMS Project#100026 MY2
November 2021 Monitoring Year 2 of 7

' 10/27/21 9:29 AM
Project Name Home Creek Tributaries Mitigation Project a Surry County
Project ID 100026
Reach ID R4 t ri.•ti,. - ; -
Cross Section ID XS-8 '-"'' ,, i
Field Crew K.Obermiller,C. Durham '` ti`
Dimension Data Summary:MY2 202� ti mac: -'f r: • _ ? `+„ ;..:r;'•-'r..-
-,: �•:fir. � : - �s;�;r-;, •
Bankfull Elevation(ft) 966.0 Z. •,,: .;X.. �C','�' --.r; "" .-• ,t
Low Bank Height Elevation(ft) 965.9 '��,�¢- f�'A:' `' k`_:5-3,.: .�--'= ray: •:. t r
•
tiRw
Bankfull Max Depth(ft) 0.9 s �• � �'g � `n_ .:1:k.} " .y f .
'a s• `` I 4'A
Low Bank Height(ft) 0.7 •'''r.4, ' /{ . aJ,.� .; :/7' - r ,L-
Bank Height Ratio 0.80 • "f�� "4`;_`` a% '-'-.•::." I"`-9 `` �'r'g k
Bankfull X-section Area(ft2) 5.1 P.' •t• ` "`i.f. �: `• '_ -'' .
Change Bank Height Ratio 20.0% y ;:y :F '; ; f ;i'rw
- •.�7._-,,q,r `T/�. •''.;;•)- 1[.. •, trig. 1 1� Ath ...:1
,e BIZ
Looking Downstream
XS-8 Riffle, STA 19+75
—Baseline MYO —MY1 MY2 — — Bankfull Elevation —Floodprone Area
969
968 -
y 967 -
cu
0 966 -
w 965 -
964 -
963 ,
0 5 10 15 20 25 30 35 40
Width(feet)
Home Creek Tributaries Mitigation Project Water and Land Solutions
DMS Project#100026 MY2
November 2021 Monitoring Year 2 of 7

Project Name Home Creek Tributaries Mitigation Project
a ' .. j' ,��._c. y,Yo r,.�,s�`'.• -•,10/27/21 10:00 AM
Project ID 100026 -�-._• , . �-, , • ;. .r r..,.,_. -
Reach ID R5 J. �g . , r:'e,`` —
2.�:.:cw. r is y;� �?. d-.,i '
Cross Section ID XS-9 '=
w
5 r:
Field Crew K.Obermiller,C. Durham — j- f �. r, ,�=,r.�'
Dimension Data Summary:MY2 20 = 7 � _, :r -'•• . % ••- "
Bankfull Elevation(ft) 952.4 ` . "j
Low Bank Height Elevation(ft) 952.1 - � "
. .. i~
•
Bankfull Max Depth(ft) 1.8 F%"�. PP r .4u 4 � '� '"�rr • • n•
Low Bank Height(ft) 1.4 " ' ir.' t, '
Bank Height Ratio 0.81 .t
} i';',;;fig.
Bankfull X-section Area(ft2) 16.8 "Klj. `0'`�
% Change Bank Height Ratio 19.0/ "%•. P;?7 .�p.:.ft y i' `i
-`: ' r 10111 1.' ili,'-7.t
Looking Downstream
XS-9 Pool, STA 25+18
—Baseline MYO —MY1 MY2 — — Bankfull Elevation —Floodprone Area
955 -
954 -
y 953 -
co
0 952 -
r
v>
co
co
w 951 -
950 -
949 ,
0 5 10 15 20 25 30 35 40
Width(feet)
Home Creek Tributaries Mitigation Project Water and Land Solutions
DMS Project#100026 MY2
November 2021 Monitoring Year 2 of 7

Project Name Home Creek Tributaries Mitigation Project ,- ' ='--'- •-'' . 10/27/21 9:58 AM
Project ID 100026 '. T-. • > -
Reach ID R5 •- ' .. ' '�- '=�•:�:
Cross Section ID XS-10 ,--4 ``"'-�r : :r ' `a ,-''•'
Field Crew K.Obermiller,C. Durham • '• -
i :��
Dimension Data Summary:MY2 20?� !y _ 't` •^� y
•
Bankfull Elevation(ft) 950.7 f r'- .-- - ' ';
Low Bank Height Elevation(ft) 951.3 ,. .y�
Bankfull Max Depth(ft) 1.4 .'--\ ,;,. a-"--%; l�'4 ,
Low Bank Height(ft) 2.0 `-= ;`
Bank Height Ratio 1.41 f
Bankfull X-section Area(ft2) 6.9 ! T-4.
% Change Bank Height Ratio 41.0% ` -
_ - r;
Looking Downstream
XS-10 Riffle, STA 25+45
—Baseline MYO —MY1 MY2 — — Bankfull Elevation —Floodprone Area
955 -
954 -
y 953 -
cu
0 952 -
r
c> \
w 951 ��
17
950
949 ,
0 5 10 15 20 25 30 35 40
Width(feet)
Home Creek Tributaries Mitigation Project Water and Land Solutions
DMS Project#100026 MY2
November 2021 Monitoring Year 2 of 7

��" '''• ? ;"'N: :-r 10/27/21 10:45 AM
Project Name Home Creek Tributaries Mitigation Project k•- s
rY County
Project ID 100026 1fy'' 1+ Sur
Reach ID R5 v. e. I. `�`� � -" '" •.7,;!.. -,. -v.4,_ .
Cross Section ID XS 11 ,; : `. . 3.gg-- .,1, -.7:_ .' -' ,a... .: -' ...� ..
Field Crew K.Obermiller,C. Durham d 7 ,f • .. ......„,..0_` � '�..,,,.T r..
R ].
�1. r is i d...i 'f-/ r.� 1 Q^' H;t•?:- i.1 �4f
Dimension Data Summary:MY2 20 r •-
-'ram ' � I.1�.} .. k -.i:rz- � • Y`r'�j.;�"'
Bankfull Elevation(ft) 937.3 =•4";¢+.4;u' 4!?: f •';�y. s - :
Low Bank Height Elevation(ft) 936.9 �' ''=' '"'; � 'Y 1. Y
Bankfull Max Depth(ft) 2.0 ! � ;,;:• -;;..,�.y:.
Low Bank Height(ft) 1.7 ' '
Bank Height Ratio 0.81 p.• r# r ._ ,: a• „^,
Bankfull X-section Area(ft2) 23.6 `r -;' , ,�+f rf.- , '''� :`''; �--'••
Change Bank Height Ratio 19.0% Y; - `�` : •'
.' • - !
Looking Downstream
XS-11 Pool, STA 32+70
—Baseline MYO —MY1 MY2 — — Bankfull Elevation Floodprone Area
939 -
938 -
y 937 -- _ -
w
0 936
>
m
w 935 -
7
934 -
933 ,
0 5 10 15 20 25 30 35 40
Width(feet)
Home Creek Tributaries Mitigation Project Water and Land Solutions
MY2
DMS Project#100026
November 2021 Monitoring Year 2 of 7

4sn
Project Name Home Creek Tributaries Mitigation Project �_r_ �- !r 7 lt1 27�21 70:48 AM
Project ID 1000261. i -- ' ,7,i 11• • Surry County
ID R5 ,�•,. "Kr �,,AZ-
Reach
Cross Section ID XS-12 \ /
'
Field Crew K.Obermiller,C. Durham .\-\\\/' ' ,' ..-.4.?
r�y.
Dimension Data Summary:MY2 20 - a• 1 .¢^.,•_ ,r.i- ad.. -
Bankfull Elevation(ft) 935.8 i'' - i'; -;<• • • - ,
Low Bank Height Elevation(ft) 936.2 6 '3 :• � ' _
•>'
Bankfull Max Depth(ft) 1.3 • �, _ ':', _'t .'• ,
Low Bank Height(ft) 1.8 �i _ *4 '
Bank Height Ratio 1.34
Bankfull X-section Area(ft) 4.5 *- .•:, .,• .;-.�
Change Bank Height Ratio 34.0% _. f� t n
Looking Downstream
XS-12 Riffle, STA 32+88
—Baseline MYO —MY1 MY2 — — Bankfull Elevation —Floodprone Area
939
938 -
y 937 -
w
I
936 935 -
934 -
933 ,
0 5 10 15 20 25 30 35 40
Width(feet)
Home Creek Tributaries Mitigation Project Water and Land Solutions
DMS Project#100026 MY2
November 2021 Monitoring Year 2 of 7

-, f,... J.H ' =rT
Project Name Home Creek Tributaries Mitigation Project 4 r•-.; %: ;` y?10127121, 10:56 AM;
Project ID 100026 _ �, ,, ;i . .`'.;'�-� . ': 'a0:
'{ +s
Reach ID R5 • �` x '`i:'; ,.
Cross Section ID XS-13 .• �,: ` .
Field Crew E. Dunnigan,J. Bernstorf =y-_4.
•
Dimension Data Summary:MY2 2021 - F. •=�,
Bankfull Elevation(ft) 924.6 r: '' _ '. 1•.' ,_•
Low Bank Height Elevation(ft) 924.4 --:7,- _
Bankfull Max Depth(ft) 2.1 �� • — , - i
Low Bank Height(ft) 1.9 �` - .--y _-•. ,.`.41n
Bank Height Ratio 0.90 / _ ;`
"Bankfull X-section Area(ft2) 16.4 - .•
% Change Bank Height Ratio 10.0% • / .• - -, '
Looking Downstream
XS-13 Pool, STA 38+48
—Baseline MYO —MY1 MY2 — — Bankfull Elevation —Floodprone Area
927 -
926 -
y 925 -cu
0 924 - /
R \
m
w 923 -
922 -
921 ,
0 5 10 15 20 25 30 35 40
Width(feet)
*Due to a calculation error MYO bankfull was corrected from 19.9 to 16.4
Home Creek Tributaries Mitigation Project Water and Land Solutions
DMS Project#100026 MY2
November 2021 Monitoring Year 2 of 7

Project Name Home Creek Tributaries Mitigation Project -:•� • J.
10127121,10:42AM
Project ID 100026 •,- Sur Coun
Reach ID R5 -AO ' `..
Cross Section ID XS-14 , �- „.;,;,ti,
Field Crew E. Dunnigan,J. Bernstorf ''
Dimension Data Summary:MY2 2021 ,_, - _4" :•;1;. _ ' `' ,;_` _- • ,
Bankfull Elevation(ft) 924.0 y• '• Y •
Low Bank Height Elevation(ft) 924.1 °T rc , r - -
Bankfull Max Depth(ft) 1.5 ' Y f
Low Bank Height(ft) 1.6 _ •
Bank Height Ratio 1.06 Y _ fi
Bankfull X-section Area(ft2) 8.4 w"• . �•" '"" --
% Change Bank Height Ratio 6.0% - •-.. . - , = -
1-- •'fie+- _ C'-'V: ;/ '
I.
Looking Downstream
XS-14 Riffle, STA 38+75
—Baseline MYO —MY1 MY2 — — Bankfull Elevation —Floodprone Area
927 -
926 -
y 925 -
cu
0 924 ,
w 923 - ����
922 -
0 5 10 15 20 25 30 35 40
Width(feet)
Home Creek Tributaries Mitigation Project Water and Land Solutions
DMS Project#100026 MY2
November 2021 Monitoring Year 2 of 7

Project Name Horne Creek Tributaries Mitigation Project 10127121,10:27 AM-
Project ID 100026 :,'f • �3'•
Reach ID R5 - %; -.i .•:-.., - ..; i -y - =
Cross Section ID XS-15 _a`` = `,. i.Y* y ?",t�� ,fN` " a ;y: " °.' :' . , ._
Field Crew E. Dunnigan,J. Bernstorf �,: { .•1' -. r'r , " r
7.
x ,-
Dimension Data Summary:MY2 2021 ,�.��. '�'"1��F- •�-,;;� �•'' - . �•
Bankfull Elevation(ft) 914.6 :,.:a={.4.
Low Bank Height Elevation(ft) 914.5 = : -- - _
:r mow`- ^,-..•• `.
Bankfull Max Depth(ft) 1.0 xi 3^
Low Bank Height(ft) 0.9rs•tr • ik -
v " rt E .�� F:to -
Bank Height Ratio 0.90 � _ -,. . .«
'' cT}ti-T
Bankfull X-section Area(ft2) 7.7 'a' `: Ate' -""1' 4. 1. •.
% Change Bank Height Ratio 10.0% ',s _ r . 1' i -' .'.- -
Looking Downstream
XS-15 Riffle, STA 44+19
—Baseline MYO —MY1 MY2 — — Bankfull Elevation —Floodprone Area
918 -
917 -
y 916 -
cu
0 915 -
cu
w 914 -
913 -
912 , 1 1 1 1 1 1 1
0 5 10 15 20 25 30 35 40
Width(feet)
Home Creek Tributaries Mitigation Project Water and Land Solutions
DMS Project#100026 MY2
November 2021 Monitoring Year 2 of 7

Project Name Home Creek Tributaries Mitigation Project 10127121, 10:13 A
Project ID 100026 5urry Count
Reach ID R5 "�" , '!
Cross Section ID XS-16 •
Field Crew E. Dunnigan,J. Bernstorf • - •
o
•
Dimension Data Summary:MY2 2022.1b
1.Bankfull Elevation(ft) 914.2 • _ t� ,=
Low Bank Height Elevation(ft) 913.8 ••`•► 'y •
Bankfull Max Depth(ft) 2.6
Low Bank Height(ft) 2.2 I- _
Bank Height Ratio 0.85 3 ;
,.u . •Bankfull X-section Area(ft2) 27.1 •-,-;`7?i-- `"
Change Bank Height Ratio 15.0/ -€�._ K f �'
Looking Downstream
XS-16 Pool, STA 44+66
—Baseline MYO —MY1 — MY2 — — Bankfull Elevation —Floodprone Area
916 -
915 -
u 914 -
cu
0 913 1.'..
R
cu
w 912 - ‘rnopp.____ ,
911 -
910 i
0 5 10 15 20 25 30 35 40
Width(feet)
Horne Creek Tributaries Mitigation Project Water and Land Solutions
DMS Project#100026 MY2
November 2021 Monitoring Year 2 of 7

1 lt 4 - '' 10/27/21 9:42 AM
Project Name Horne Creek Tributaries Mitigation Project ''T. - Surry County
Project ID 100026 ,�' i ,
Reach ID R4 � ti, ': {�.+ 5 +` r
Cross Section ID SPA-8 •d'- '++ L" L " �.
Field Crew K.Obermiller,C. Durham df t•'7 ' ''--. y.. • " ' y r. �' 24,'
�'•`.ii .� ';,S' • . t ? .'"apt
- ~c ,: '^! 5 •'fie # y t� er•--• _ y I
RIf: tf vV n ,.. _ i
Dimension Data Summary:MY2 2024. !iv. f -. -- _� ,a.-:" t _ [ ' ,,e
Bankfull Elevation(ft) 961.9 ,�• , - '%-, h '
Low Bank Height Elevation(ft) 962.4 - � � -+A'
• isc' f::._ ...1- _ .r ,
Bankfull Max Depth(ft) 1.8 "'_ ' tx
Low Bank Height(ft) 2.3 N;_... "%r17 ',
Bank Height Ratio 1.30 �` AsC> - - �.`• ��;� '� p`% • = T
Bankfull X-section Area(ft2) *4.9 `!' '::
SPA-8 Bankfull area was estimated off design parameters for constructed rock riffles on R4 Y ;'AFL :'.' '�T 6S yg� =
�.: 'mo --i: F' �`- �n e - = - i .
Looking Downstream
SPA-8 (Riffle), STA 21+15
MY2 — — Bankfull Elevation Floodprone Area
964 -
963 -
r
w 962 -
c
0
r
m 961 -
w
960 -
959 ,
0 5 10 15 20 25
Width(feet)
Home Creek Tributaries Mitigation Project Water and Land Solutions
DMS Project#100026 MY2
November 2021 Monitoring Year 2 of 7

Table 7a. Baseine Stream Data Summary
Home Creek Trbutaries Mitigation Project
Parameter Design ili. Baseline Parameter Design'
Reach ID: R1 Reach ID: R2
Dimension(Riffle) Min Max Min Max Dimension(Riffle) Min Max Min Max
Bankfull Width (ft) - 7.0 6.2 7.6 Bankfull Width (ft) - 6.0 - -
Floodprone Width (ft) 28.0 65.0 23.9 34.5 Floodprone Width(ft) 15.0 19.0 - -
Bankfull Mean Depth (ft) - 0.4 0.4 0.5 Bankfull Mean Depth (ft) - 0.5 - -
Bankfull Max Depth (ft) - 0.6 0.7 1.0 Bankfull Max Depth (ft) - 0.6 - -
Bankfull Cross Sectional Area(ft2) - 2.9 2.6 3.9 Bankfull Cross Sectional Area(ft2) - 2.8 - -
Width/Depth Ratio - 17.0 14.7 14.8 Width/Depth Ratio - 13.1 - -
Entrenchment Ratio 4.0 9.3 3.9 4.5 Entrenchment Ratio 2.5 3.2 - -
Bank Height Ratio - 1.0 1.0 1.0 Bank Height Ratio - 1.0 - -
Profile Profile
Riffle Length(ft) 10.0 20.0 10.7 26.1 Riffle Length (ft) 5.0 15.0 5.6 13.1
Riffle Slope(ft/ft) 0.038 0.062 0.040 0.058 Riffle Slope(ft/ft) 0.033 0.054 0.047 0.073
Pool Length (ft) 5.0 20.0 6.8 19.8 Pool Length (ft) 5.0 15.0 8.6 15.3
Pool Max Depth(ft) 0.8 1.4 0.9 1.9 Pool Max Depth(ft) 0.9 1.6 1.4 2.7
Pool Spacing (ft) 10.5 35.0 10.8 35.5 Pool Spacing (ft) 9.0 30.0 11.0 27.1
Pattern Pattern
Channel Beltwidth(ft) 24.5 56.0 12.4 24.3 Channel Beltwidth(ft) - - - -
Radius of Curvature(ft) 14.0 21.0 12.6 20.3 Radius of Curvature(ft) - - - -
Rc:Bankfull Width (ft/ft) 2.0 3.0 2.0 2.7 Rc:Bankfull Width (ft/ft) - - - -
Meander Wavelength(ft) 49.0 84.0 49.2 57.2 Meander Wavelength(ft) - - - -
Meander Width Ratio 3.5 8.0 1.7 7.9 Meander Width Ratio - - - -
Transport Parameters Transport Parameters
Boundary Shear Stress(Ib/ft2) 0.79 0.84 Boundary Shear Stress(Ib/ft2) 0.75 -
Max part size(mm)mobilized at bankfull 127.00 135.00 Max part size(mm)mobilized at bankfull 123.00 -
Stream Power(W/m2) 47.60 56.93 Stream Power(W/m2) 43.31 -
Additional Reach Parameters Additional Reach Parameters
Rosgen Classification B4 B4 Rosgen Classification B4 B4
Bankfull Velocity(fps) 4.2 4.6 Bankfull Velocity(fps) 4.4 4.4
Bankfull Discharge(cfs) 12.0 12.0 Bankfull Discharge(cfs) 12.0 12.0
Sinuosity 1.07 1.12 Sinuosity 1.08 1.11
Water Surface Slope(Channel)(ft/ft) 0.037 0.037 Water Surface Slope(Channel)(ft/ft) 0.030 0.042
Bankfull Slope(ft/ft) 0.037 0.038 Bankfull Slope(ft/ft) 0.030 0.046

Table 7a. Baseine Stream Data Summary
Home Creek Trbutaries Mitigation Project
Parameter wesign Baseline Parameter Resign Baseline
Reach ID: R4 Reach ID: R5
Dimension(Riffle) Min Max Min Max Dimension(Riffle) Min Max Min Max
Bankfull Width (ft) - 9.0 7.9 9.6 Bankfull Width(ft) - 10.0 10.0 13.3
Floodprone Width (ft) 38.0 79.0 59.0 70.0 Floodprone Width(ft) 54.0 134.0 95.0 140.0
Bankfull Mean Depth (ft) - 0.6 0.5 0.5 Bankfull Mean Depth (ft) - 0.7 0.5 0.8
Bankfull Max Depth (ft) - 0.8 0.7 0.8 Bankfull Max Depth (ft) - 0.9 0.7 1.2
Bankfull Cross Sectional Area(ft2) - 5.2 3.7 5.1 Bankfull Cross Sectional Area(ft2) - 7.2 4.5 8.4
Width/Depth Ratio - 15.6 17.2 18.2 Width/Depth Ratio - 13.9 14.5 27.7
Entrenchment Ratio 4.2 8.8 4.2 5.0 Entrenchment Ratio 5.4 13.4 3.4 4.0
Bank Height Ratio - 1.0 1.0 1.0 Bank Height Ratio - 1.0 1.0 1.0
Profile Profile
Riffle Length(ft) 10.0 30.0 11.5 33.2 Riffle Length (ft) 15.0 30.0 14.8 39.0
Riffle Slope(ft/ft) 0.032 0.052 0.027 0.063 Riffle Slope(ft/ft) 0.030 0.040 0.015 0.043
Pool Length (ft) 10.0 30.0 8.5 25.3 Pool Length (ft) 15.0 35.0 16.1 41.9
Pool Max Depth(ft) 1.2 2.0 1.4 2.6 Pool Max Depth(ft) 1.4 2.5 2.0 3.1
Pool Spacing (ft) 13.5 45.0 20.6 57.9 Pool Spacing (ft) 15.0 70.0 37.8 59.7
Pattern Pattern
Channel Beltwidth(ft) 31.5 72.0 31.7 48.2 Channel Beltwidth(ft) 35.0 80.0 41.6 56.8
Radius of Curvature(ft) 18.0 27.0 13.4 24.3 Radius of Curvature(ft) 20.0 30.0 19.3 29.9
Rc:Bankfull Width (ft/ft) 2.0 3.0 1.7 2.5 Rc:Bankfull Width (ft/ft) 2.0 3.0 1.9 2.2
Meander Wavelength(ft) 63.0 108.0 71.9 111.1 Meander Wavelength(ft) 70.0 120.0 81.8 107.6
Meander Width Ratio 3.5 8.0 9.1 11.6 Meander Width Ratio 3.5 8.0 7.6 10.5
Transport Parameters Transport Parameters
Boundary Shear Stress(Ib/ft2) 0.93 0.75 Boundary Shear Stress(Ib/ft2) 0.79 0.75
Max part size(mm)mobilized at bankfull 144.00 123.00 Max part size(mm)mobilized at bankfull 128.00 123.00
Stream Power(W/m2) 57.07 46.87 Stream Power(W/m2) 43.10 42.77
Additional Reach Parameters Additional Reach Parameters
Rosgen Classification B4/C4b B4/C4b Rosgen Classification C4 C4
Bankfull Velocity(fps) 4.2 4.3 Bankfull Velocity(fps) 3.8 3.9
Bankfull Discharge(cfs) 22.0 22.0 Bankfull Discharge(cfs) 27.0 27.0
Sinuosity 1.31 1.32 Sinuosity 1.21 1.23
Water Surface Slope(Channel)(ft/ft) 0.029 0.025 Water Surface Slope(Channel)(ft/ft) 0.020 0.020
Bankfull Slope(ft/ft) 0.029 0.025 Bankfull Slope(ft/ft) 0.020 0.020

Table 7b. Monitoring Data-Dimensional Morphology Summary(Dimensional Parameters-Cross Sections)
Home Creek Tributaries Mitigation Project#100026
Cross Section 1(Pool) Cross Section 2(Riffle) Cross Section 3(Pool) C
Base MY1 MY2 MY3 MY4 MY5 MY+ Base MY1 MY2 MY3 MY4 MY5, �e MY1 MY2 MY3 MY4 MY5 MY+ Base MY1 MY2 MY3J
Floodprone Width(ft) 36.7 34.7 32.4 ____ 34.5 34.2 40.0 ____® 34.9 ®____ 23.9 ® 24.7 ____
Bankfull Mean Depth(ft)NM NM ____ M ____®MN®____ M ____
Bankfull Max Depth(ft)®®®____ 1.0 ®®____ 1.9 ® 1.9 ____ 0.7 0.7 0.8 ____
Bankfull Cross Sectional Area ft2 ME_ EnEIM_ KM MTh____
Bankfull Width/Depth Ratio® 4.0 4.2 ____ 14.8 10.9 10.6 ____ 6.4 13.0 6.6 ____ 14.7 14.0 7.8 ____
Bankfull Entrenchment Ratio KM® ____ ® ____MEM®MEM____ MEM Lin____
Bankfull Bank Height Ratio 1.0 ® 1.24 ____ 1.0 0.9 1.04 ____ 1.0 0.9 1.00 ____ 1.0 0.9 1.10 ____
ass Section 5(Riffle) Cross Section 6(Pool) _L Cross Section 7(Pool) s Section
Parameters .MY3 MY4 MY5_1111Mi J1Y1 MY2 MY3 MY4 MY5 _-2 MY1 MY2 MY3 MY4 MY5 Emu
Floodprone Width(ft) 40.0 40.0 40.0 MMMM 40.0 40.0 40.0 MMMM 40.0 40.0 40.0 MMMM 40.0 40.0 40.0 MMMM
Bankfull Mean Depth(ft) 0.5 0.4 0.5 ____® 0.5 0.9 ____® 0.9 ®____ 0.5 0.6 0.5 ____
Bankfull Max Depth((t)MN MN ____®M®____®®asim____Erz®i ME____
Bankfull Cross Sectional Area(ft2)®®®____ 11.6 11.6 11.6 ____ 12.4 12.4 12.4 ____rim Elm®____
Bankfull Width/Depth Ratio®IE131111____MIMI IDIOM___®MI®i ____MUMEO____
Bankfull Entrenchment Ratio 5.0 4.6 4.9 ____ 4.2 1.8 ®____ 4.3 2.9 4.3 ____ 4.2 4.7 3.8 ____
Bankfull Bank Height Ratio®i M ____®i MN ____®i KEN®i ____®i ®i 0.89 ____
moss Section 9(Pool) Cross Section 10(Riffle) Cross Section 11(Pool) * ass Section 12(Riffle)
Base MY1 MY2 MY3 MY4 MY5 MY+ Base MY1 MY2 MY3 MY4 MY5 MY+ Base MY1 MY2 MY3 MY4 MY5 MY+ Base MY1 MY2 MY3 MY4 MY5 MY+
2=:121ESEI MI MI MI MI MI MI WA
Floodprone Width(ft) 40.0 40.0 40.0 ____ 40.0 40.0 40.0 ____ 40.0 40.0 40.0 ____ 38.5 ® 40.0 ____
Bankfull Mean Depth(ft)®®ECM____ KEE®i ____ W ____ ECM ____
Bankfull Max Depth(ft)®® 1.8 ____ 1.0 ® 1.4 ____®® 2.0 ____ 0.7 0.6 ®____
Bankfull Cross Sectional Area ft2 MIMCKI_ M ____MIMIME_ W ____
Bankfull Width/Depth Ratio 9.8 12.6 64.2 ____ 14.5 10.0 7.6 ____® 60.8 ®____®® 14.0 ____
Bankfull Entrenchment Ratio®®REM____KEN MEM®____ ®®____E ____
Bankfull Bank Height Ratio 1.0 1.0 0.90 ____ 1.0 ® 1.40 ____ 1.0 0.9 0.85 ____ 1.0 1.4 1.34 ____
MI MI MI MI
Cross Section 13(Pool) Cross Section 14(Riffle)- Cross Section 15(Riffle) -- Cross Section 16(Pool)Parameters rigtemPlifi MY2 MY3 MY4 MY5 IMP 411Ir MY1 MY2 MY3 MY4 M15.911,11. Base MY1 mom MY3 MY4 MY2 MY3 MY4
Bankfull Width(It)®i EEO M ____ ®i ____EM c®i ®i ____
Floodprone Width(ft) 40.0 40.0 40.0 ____ 40.0 40.0 40.0 ____ 40.0 40.0 40.0 ____ 40.0 40.0 40.0 ____
Bankfull Mean Depth(ft)®® 0.8 ____ 0.8 0.9 0.9 ____ 0.6 0.4 0.3 ____ 1.6 1.0 0.8 ____
Bankfull Max Depth(ft)MN®®____®®®____ CEN®i ____EMBIENIZE____
Bankfull Cross Sectional Area(ft2) *16.4 16.4 16.4 ____ 8.4 8.4 8.4 ____®®®____®®®____
Bankfull Width/Depth Ratio MI EMI MOM MIEL11331____ECIEIBEZIETLI____
Bankfull Entrenchment Ratio In 2.6 1.9 ____ 3.9 4.2 4.2 ____ 3.0 ®®____ 2.4 1.4 ®____
Bankfull Bank Hei.ht Ratio®i ®i LIEEI____®i ®i ®i. ____®iKEN 0.90 ____®i EENEERI____

Table 7c. Monitoring Data-Stream Reach Summary
Home Creek Tributaries Mitigation Project
Parameter Baseline II MY1 MY2 MY3 MY5+m Parameter Baseline_I MY1 MY3 I MY4 MY5+
Reach ID:R1 I ,-4 Reach ID:R2
Min Max " Min Max Min Max Min IrRIR*'_! Min _h=__________
Profile ________ Profile ________
0.0395 0.0582 ________—_ :IME:=3 ME:— 0.0473 ELEEMMMMMMMMMM
Pool Len•h ft 6.8 19.8 ________—_ Pool Len•h ft 8.6 ®__________
Pool Max death ft KLEMM =1 Pool Max death ft MEM®_.=����____
Pool S•acin• ft 10.8 ®__ Pattern and Profile data will not typically be _— Pool S•acin• ft =LEM= . Pattern and Profile data will not
Pattern collected unless visual data,dimensional data or_ Pattern typically be collected unless visual ____
profile data indicate significant deviations from data,dimensional data or profile
Channel Beltwidth ft ME M_. baseline conditions IM Channel Beltwidth ft 00_.data indicate significant deviations
Radius of Curvature ft MEMNM_E M M =i_ Radius of Curvature ft 00 M`ti ti ti ti MMMM
Rc:Bankfull width(ft/ft)ME®_. __MIN_ ___ Rc:Bankfull width(ft/ft)00__________
IIME2=IMEN MUM® . - ■ • 112M121=11=11 oo---F------
Meander Width Ratio®M__L M . • Meander Width Ratio e=1= II.������
Additional Reach Parameters ML _ . _— Additional Reach Parameters ----
Ros•en Classification B4 -- M—. M— Ros.en Classification B4 -----
Water Surface Slope(Channel)(ft/ft) 0.0368 _- II I ._ Water Surface Slope(Channel)(ft/ft) 0.04228
BF slope(ft/ft) 0.038 _— BF slope(ft/ft) 0.04565 -----
Ri%/Ru%/P%/G%/S% ___I ___ Ri%/Ru%/P%/G%/S% __________
3SC%/Sa%/G%/C%/B%/Be%MM■■■I INN 3SC%/Sa%/G%/C%/B%/Be% ME ME ME ME ME
d16/d35/d50/d84/d95 ___` ` ___ d16/d35/d50/d84/d95 __________
2%of Reach with Erodin.Banks 2%of Reach with Erodin.Banks
------
Channel S}ability or Habitat Metric Channel Stability or Habitat Metric
Biological or Othe ------ Biological or Othe ------

ITable 7c. Monitoring Data-Stream Reach Summary
Home Creek Tributaries Mitigation Project
Parameter Maseline MY1 MY2 MY3 MY4 MY5+ Parameter Faseline•-----
Reach ID:R4 =ELReach ID:R5 L ----
' Max Min Max Min Max Min Max Min Max Min Max A iM 10 a)—1r-1a, —p% —,1�-.m____
_______I IMMMMMMMM
®MEIMM MI 2TIZESEIME 14.8 ELEM MM �MM��
0.02734 0.06283 _________I - r r 0.0434 ____ ____
Pool Len.th ft MEMMZEMM________- Pool Len.th ft ELIMMILE____ ____
Pool Max de.th ft MILMMELM_I ____ Pool Max de.th ft EILEMZEMEmMMMM
Pool S.acin. ft MEM MU= I Pattern and Profile data will not ____ Pool S.acin. ft MI ELM_. Pattern and Profile data will not __ZER
typically be collected unless visual ____ gmaz typically be collected unless visual ____
data,dimensional data or profile data data,dimensional data or profile
Channel Beltwidth ft MOM48 2 indicate significant deviations from ____ Channel Beltwidth ft 56.8 MEd ata indicate significant deviations ____
Radius of Curvature ft ��_`����____ Radius of Curvature ft • o M a M___
Rc:Bankfullwidth(ft/ft)ME-Mt=__________ Rc:Bankfullwidth(ft/ft)UM V.I.MM________
®MMMMMMMMMM 81.8 Krammmmmmmm--
Meander Width Ratio MI=MN=__________ Meander Width Ratio RE.m________
Additional Reach Parameters ---- Additional Reach Parameters ----
Ros.en Classification B4/C4b ----- Ros.en Classification
Water Surface Slope(Channel)(ft/ft) 0.025 Water Surface Slope(Channel)(ft/ft) 0.01984
BF slope(ft/ft) ;IMEE ---�- BF slope(ft/ft) 0.01984 -----
Ri%/Ru%/P%/G%/S% _______r Ri%/Ru%/P%/G%/S%____________
3SC%/Sa%/G%/C%/B%/Be% ■■■■■■1111Er 3SC%/Sa%/G%/C%/B%/Be%■■■■■■■■■■■■
d16/d35/d50/d84/d95 ______1 - d16/d35/d50/d84/d95 ____________
2%of Reach with Erodin.Bank ------ 2%of Reach with Erodin.Bank ------
Channel Stability or Habitat Metric------ Channel Stability or Habitat Metric-----Biological or Other Biological or Othe ------

Appendix E : Hydrologic Data
Table 8a and 8b: Verification of Bankfull Events
Figure 3: Surface Flow Data
Figure 4: Flow and Crest Gauge Installation Diagrams
Figure 5: Rainfall Data

Table 8A:Verification of Bankfull Events-R1
Home Creek Tributaries Mitigation Project
Measurement
above bankfull
Monitoring Method .illPhotos (feet)
9/15/2020 8/21/2020 Pressure Transducer No 0.18
11/5/2020 9/17/2020 Pressure Transducer No 0.18
MY1 11/5/2020 10/11/2020 Pressure Transducer No 0.28
11/5/2020 10/29/2020 Pressure Transducer No 0.11
8/12/2020 Unknown Cork Gauge Yes 0.20
11/5/2020 Unknown Cork Gauge Yes 0.35
10/26/2021 1/1/2021 Pressure Transducer No 0.03
10/26/2021 1/28/2021 Pressure Transducer No 0.02
10/26/2021 2/13/2021 Pressure Transducer No 0.02
10/26/2021 2/15/2021 Pressure Transducer No 0.36
10/26/2021 2/18/2021 Pressure Transducer No 0.06
10/26/2021 3/19/2021 Pressure Transducer No 0.14
MY2 10/26/2021 3/25/2021 Pressure Transducer No 0.02
10/26/2021 3/26/2021 Pressure Transducer No 0.08
4/30/2021 Unknown Cork Gauge Yes 0.35
10/26/2021 7/2/2021 Pressure Transducer No 0.71
10/26/2021 8/7/2021 Pressure Transducer No 0.51
10/26/2021 8/16/2021 Pressure Transducer No 0.009
10/26/2021 Unknown Cork Gauge Yes 1.3
. . /30/21, 10:23 AM �r 'ti; ,. ,L -'V ., �:` 10/26/21, 3:55 PMf,
5 LW
.' ' �`
it
. .'',.. P.I . iOrf : :../., 1.i,V k .1.,w p, 4. 'i 911
l , C �'•Y .. ''t 4- d i \4.n,l.'e i 'F , f 1. '41
.,.' ? ,. ,i ik ..:.:_..r. 3 - .,
i
ti k ! 1, - ' =A. • ':' " ` .1 -k. '..;,,
I".l'• ,.' - ••. ' -,4 -) r ;- I.
` 1
Alai." ''':N°:,,ts ''. - •L, •,j4/
4/30/2021 10/26/2021

I Table 8B:Verification of Bankfull Events-R5
Home Creek Tributaries Mitigation Project -I
Measurement
IDate of above bankfull
ii.
Monitoring Year Date of Collection Occurrence Method (feet)
MY1 6/17/2020 5/20/2020 Pressure Transducer No 0.10
6/17/2020 5/24/2020 Pressure Transducer No 0.96
10/26/2021 2/15/2021 Pressure Transducer No 0.55
10/26/2021 7/2/2021 Pressure Transducer No 0.88
10/26/2021 8/16/2021 Pressure Transducer No 0.47
MY2 10/26/2021 8/18/2021 Pressure Transducer No 0.61
9/2/2021 Unknown Cork Gauge Yes 1
10/26/2021 9/21/2021 Pressure Transducer No 1.67
10/26/2021 9/22/2021 Pressure Transducer No 0.16
10/27/2021 Unknown Crest Gauge Yes 1.4
,r �; •/2/21, 11:14 AM" �o1271z�, 9:49AM
` Surry County 6 Sur Count]
i. �'�' �` �i� :�,1^ ram' , �9- ?
IL 1 .... \.4! ..„...,,-":_v. ! . r-,t.41...A.1.''----7;
lik
` `tit "-' _i- - I ..
e 1 'ti r ij
�r
i • • . ,.•
�, W4. +i$r. ��i; n ,::1.--.,;-,...-_,� if, 10/27/2021
'i, • ..• ..., --.1., •,,(e.•,, ,,A .-JO ,--,. .'N\ zor-, ._ , 4_
1._..,..,
__ ,A •c. - . „,,, ..:__,.,.....,:?.., :* . , .,.:_,_., . ,-_,,,,..__.. , ...... _,
,,, ,,,...„ , t,..:,.. .-.iy,,-i-,T,',,'1, 4,) 4.1'
•,
9/2/2021

Figure 3: Surface Flow Data
Horne Creek Tributaries Mitigation Project
Horne Creek FG-1 (R1)
2 4
Maximum Days of Consecutive Flow:299 days(1/1/2021-10/26/21) 10/26/2021
1.75 4 ► End of MY1 Data 3.5
1.5 3
cu
v
cu 1.25 2.5 5
c
cu• 1 2 42
c
E cis
cc
v 0.75 1.5
cn p
0.5 1
i
0.25 L � ii J .i1i I , . 1 LIl 1 _ A A _IY 1iij c_ I . 0
N N N N N N N N N N N N N N N N N N N N I
N N N N N
O O O O O O O O O O O O O O O O O O O O O ON N N N N N n O d- 00 L\ O\l N n .\-I.-1 .-1 .-1 .-1 N N
c-1 c-1 .--1 .--1
*299 days of cumulative Rainfall Pool Depth Riffle Depth ** 0 days of no flow
Horne Creek FG-2 (R2 upper)
2 Maximum Days of Consecutive Flow 4
41 days(1/25/2021-3/7/2021) 10/26/2021 End
� 110. of MY1 Data
1.75 3.5
1.5 3
v
cu 1.25 2.5 I
cu 1 2 0 E
N
v 0.75 1.5
can p
0.5 i 1
0.25 0.5
0 l .� ,,kmI I L .0 1 l . LIU. i i id ili, i l L 0
N N N N N ii
N N N N N N N N N N N I
N I
I
N I
I
N N
O O O O O O O OO O O O O O N N NN N N N N N O011 N nN n d- L\ n c\-1 Li-) l0 1� n 00 00 Ol .-I N N
c-1 c-1 .--1 .--1
*84 days of cumulative flow Rainfall — Pool Depth - Riffle Depth **215 days of no flow

Horne Creek FG-3 (R2 lower)
1 2 Maximum Days of Consecutive Flow 4
117 days(7/4/2021-10/26/2021) 10/26/2021
t End of MY1 Data
3.5
1
3
' 0.8 v
v
4— 2.5
C
t
CU▪• 0.6 2 .~
c
E cis
N l 1.5 >-
cis
0.2
0.5
.IJriI I 1111111f I . L. 0
N N N N N N g
N N N N N N IIII
N N N N I
N N N I
N
O O O O O O O O O O O O O O O O O O O O
N N N N N N N N N N N N N N N N N N N Ncn c\ n .\-I d- 0000 n O Cr 00 if all N .\-ILn l0 00 Ol Ol .--1 .--1 .--1 .--1 N
T-1 T-1 .-I .-I
*286 days of cumulative flow Rainfall —Pool Depth • Riffle Depth **13 days of no flow
Horne Creek - Crest Gauge CG-1 (R1)
2.25 4
10/26/2021
2 End of MY1 Data
3.5
1.75
3
v
1.5 v,
: ' i
.
++ 1.25• , I ALI ' I
co 41 I ' c
,-L,
1.5
v 0.75 .�
c0
0.5
i 1
0.50.25Fr
i`J 0 N u
I
N N N flU
N N I
N N I
N N N N N N N N O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N\ -I
011 lO 01 N N (cD N n d- 00 N if 01 N n .-1\ \ \ ^ \ \ \ \ \ \ \ N d- O .-1
.-1 m d- h o0 0o Ol .--1 O .--1 .--1 .--1 N N
T-1 T-1 .-I .-I
Rainfall —Stream Depth — Bankfull Depth

Horne Creek CG-2 (R5)
3 4
10/26/2021
End of MY1 Data
3.5
2.5
3
a) N
v 2 a)
2.5 u
+-, C
0-
a)
x 1.5 2 .41
n3
cc
1.5
• 1 I ,T5
�
`n 1
0.5
0.5
0 0
N N N N N N N N N N N N N N N N N N N N N N N N N N N
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
N N N N N N N N N N N N N N N N N N N N N N N N N N N
•-1 L!1 O1 N (ID N lO On M N •-1 CO N Up O M N O Cr CO N L!1 GI M •-1
ci .-1 N N M M Lfl l0 N N CO CO CI CI .-1 O .-1 .-1 .-1 N N
ci ci ci ci
Rainfall -Stream Depth Bankfull Depth

Figure 4: Flow Gauge Installation Diagrams
z
—— FLOW_ 0 ELEVATION OF DOWN
STREAM RIFFLE=0.68
w
</// - BASEFLOW
• wv/y/y/y/y/y/y//y/.v
• yi/viwwwwwww �T�vG/ivvji/ ELEVATION=O 1 ywikn�
v/ .
// / // ///// v///
/ &/VA� pp�kV `v/</ vvvv�
FLOW GAUGE FG-1 (R1)
Flow Depth=0.68 Feet
*All elevations relative to sensor depth
x
z
w
—— FLOW_ 0 ELEVATION OF DOWN
STREAM RIFFLE=1.00
w
/Y<// - B SEFLOW
• `yviv;wyyyyyyTv> ELEVATION=O �����y�y�y`"v`wi��..
vv/�?//v- �>vvvv /ij./v vvvvvvv/-
?/vviy/v/v
,v/v/v`vv
FLOW GAUGE FG-2ALR2)
Flow Depth=1.00 Feet
*All elevations relative to sensor depth

Figure 4: Flow Gauge Installation Diagrams
Z
--- FLOW_ 0 ELEVATION OF DOWN
STREAM RIFFLE=0.39
( 2///</ - - 6ASEFLOW
/ /w/wi �/V/�� /�
< � v//'.ELEVATION 0 v /K�/////
'tea/%\\%\%\\\\\\CF'00k.�\\<\/� \\\\\\
vljAlvv%iyFv
FLOW GAUGE FG-3(4)
Flow Depth=0.39 Feet
*All elevations relative to sensor depth

Figure 4: Crest Gauge Installation Diagrams
CROSS SECTIONAL VIEW OF STREAM
PRESSURE
TRANSDUCER
CORK GAUGE
0
2
H
0
Z
w 1.08 =
BANKFULL
0 ELEVATION
tit
V ELEVATION = 0
Crest Gauge CG-1 (R1 )
Bankfull Event Depth = 1 .08 feet
*AII elevations relative to sensor depth

Figure 4: Crest Gauge Installation Diagrams
CROSS SECTIONAL VIEW OF STREAM
PRESSURE
TRANSDUCER
CORK GAUGE
Ln
H
0
z
w 1.88 =
BANKFULL
0 ELEVATION
V ELEVATION = 0
Crest Gauge CG-2 (R5)
Bankfull Event Depth = 1 .88 feet
*AII elevations relative to sensor depth

Figure 5: Monthly Rainfall Data
Home Creek Tributaries Mitigation Project
MY2 2021
1000
Monthly Rainfall
9.00
8.00
7.00
7,14 6.00
a)
s
V
• 5.00
o H▪ 4.00 /
m
w
WI
3.00
2.00
1.00
0.00
Jan-21 Feb-21 Mar-21 Apr-21 May-21 Jun-21 Jul-21 Aug-21 Sep-21 Oct-21 Nov-21 Dec-21
Observed Monthly Rainfall -30th Percentile* -70th Percentile*
*30th and 70th percentile data collected from weather station Coop 315890-Mount Airy,NC
**Incomplete Month
Month 30th Percentile* 70th Percentile* Observed Monthly Rainfall
Jan-21 2.60 4.55 4.32
Feb-21 2.10 3.83 6.33
Mar-21 3.03 5.03 8.87
Apr-21 2.76 4.78 1.41
May-21 3.30 5.61 2.94
Jun-21 2.80 5.37 2.30
Jul-21 3.51 5.81 4.07
Aug-21 2.59 5.12 2.64
Sep-21 2.63 5.32 8.64
Oct-21 2.15 4.29 2.43
Nov-21 2.22 4.11 **
Dec-21 2.51 4.54 **

Appendix F : Correspondence
MY1/MY2 Regulatory Meeting Minutes

4 WATER & LAND
SOLUTIONS
EMPOWERING PEOPLE.
RESTORING THE ENVIRONMENT.
Meeting Minutes
Horne Creek Tributaries Mitigation Site
Subject: NCIRT MY1/MY2 Site Meeting
Date Prepared: November 18, 2021
Meeting Date and Time: November 17, 2021 at 9:00 am
Meeting Location: Horne Creek Tributaries Mitigation Site (Surry County, NC)
Attendees: USACE: Kim Browning, Todd Tugwell, Casey Haywood (NCIRT)
NCDEQ DWR: Erin Davis (NCIRT)
NCDMS: Matthew Reid, Paul Wiesner, Melonie Allen
WLS: Daniel Ingram, Cara Conder, Emily Dunnigan
These meeting minutes document notes and discussion points from the North Carolina Interagency
Review Team (NCIRT) MY1/MY2 Site Visit for the Horne Creek Tributaries Mitigation Project (Yadkin
River Basin, CU 03040101). The site is located in Surry County, near Pilot Mountain, North Carolina.
The meeting began at 9:00 am with a project overview and discussion of issues during MY0 and MY1 on
site. After the short discussion, attendees toured the project site to review existing conditions. The
project site review notes are presented below in the order they were discussed/visited.
R1
• Group started by walking up R1.
• Erin expressed concern with tree growth along R1 in areas of dense juncus coverage along the
channel. She requested a random vegetation plot in this area. WLS will survey a random
vegetation plot in this area during MY3.
• Erin asked if wetland credit was proposed on site. Daniel responded that no wetland credit was
proposed.
• Todd and Erin expressed concerns about stream shading. Todd noted that the high herbaceous
cover is good for runoff filtering.
• Todd noted cattails along R1. Daniel responded that the cattails are in pockets along the
floodplain and not in the channel.
• Todd noted that a log structure just downstream of the flow gauge is undercutting and it should
be monitored. Daniel confirmed it was installed with a Tooter.
• Todd asked if work was done to structures with significant drops in MYO. Daniel responded that
no remedial work was completed or planned, and the structures were built as proposed in the
Mitigation Plan.
[phone] • [e-mail]
7721 Six Forks Road, Suite 130, Raleigh, NC 27615, United States
www.waterlandsolutions.com

4 WATER & LAND
SOLUTIONS
EMPOWERING PEOPLE.
RESTORING THE ENVIRONMENT.
• Todd noted the upper limits of R1 may develop into a wetland system over time. No remedial
action was requested.
R5
• Todd asked where the water was coming from that's eroding the floodplain near vegetation plot
10. Daniel responded that water is coming from seeps in the nearby slope. Todd did not see this
area as a problem for future reports.
• Erin asked if WLS designed to save the trees along R5. Daniel responded yes, and to minimize
disturbance.
• Cara asked Erin and Kim if black willow can be included in vegetation plot stem counts. Kim
responded that they can be, if they are on the approved plant list (they are), and constitute no
more than 50% of stems in a plot.
• Todd noted erosion from the field on R5 in one spot and asked it be closely monitored. Emily
responded that we are monitoring this area and have done seeding/livestaking. Erin asked if
WLS takes photos of this area. Emily responded that photos are included in monitoring reports.
• Todd noted low stem density along the left floodplain of R5 and requested random vegetation
plots in MY3. Emily responded that WLS will complete random vegetation plots in this area in
MY3.
R4
• Todd noted the new stream problem area on R4 (riffle blown out and channel cut down) should
be monitored closely. Daniel responded the area will be monitored and supplemental cross
section data will be included in MY2 report.
• Todd asked if any rilling was occurring under the blanket of the large right slope on R4. Emily
responded that no rilling is occurring and herbaceous vegetation is slowly establishing.
• Erin asked if trees are growing on the large right slope of R4. Emily responded that trees are
there, they are just difficult to see.
R2
• Todd asked how the flow gauge on R2 is calibrated and why it was installed in one of the only
pools holding water. Daniel responded that it's calibrated to the head of downstream riffle
elevation. He also said that HOBO gauges work best in deep water and WLS always installs
them in deep pools to produce more reliable data.
General Comments/Summary
• Meeting minutes to be emailed to Matthew for review and included in the MY2 report.
• Erin asked that we watch vegetation closely, particularly in wet areas with high herbaceous
cover. Daniel said that additional data for vegetation will be collected in MY3 and any proposed
supplemental planting will occur in MY4.
• Kim asked to have all flow data for the flow gauge on R2 included in the MY2 report. Daniel
responded that data will be included.
[phone] • [e-mail]
7721 Six Forks Road, Suite 130, Raleigh, NC 27615, United States
www.waterlandsolutions.com

4 WATER & LAND
SOLUTIONS
EMPOWERING PEOPLE.
RESTORING THE ENVIRONMENT.
• Todd asked that the stream problem area on R5 be monitored closely, no remedial action is
proposed at this time. Daniel responded that winter photographs will be included in the MY3
report.
• Kim asked that the top of R1 be monitored closely for marshy conditions and to make sure the
stream is still defined.
• Emily asked Matthew if he requires pebble counts for future monitoring reports. Matthew
responded that no pebble counts are required and to note the DMS email in future reports.
• Casey recommended closely monitoring an in-stream log structure on R5 near STA 43+00.
Scour is occurring behind the log and piping may happen in the future.
• Casey recommends adding a photo point at the top of R1 to monitor stream channel definition.
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