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HomeMy WebLinkAbout20131200 Ver 6_Year 2 Monitoring Report_20220128 DocuSign Envelope ID:6362765E-A3F2-4715-808E-E4A4F7C43294 CLeaer An EnviroScience Company ClearWater Environmental Consultants,Inc. www.cwenv.com January 28, 2022 Mr. Steve Kichefski US Army Corps of Engineers Asheville Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, North Carolina 28801-2638 Mr. Andrew Moore NC DWR, 401 & Buffer Permitting Unit 512 N. Salisbury Street, 9th Floor Raleigh, North Carolina 27604 RE: Tryon Equestrian Partners, LLC Harmon Dairy Stream Mitigation Project (+/-22.28 AC) Monitoring Year 2 Report Polk County, North Carolina Mr. Kichefski and Mr. Moore, The attached Monitoring Year 2 Report is being submitted on behalf of Tryon Equestrian Partners, LLC represented by Mr. Jeff Brown. Tryon Equestrian Partners (TEP) applied for a U.S. Army Corps of Engineers (USACE) 404 Permit (Action Id. No. 2013-02262) and a N.C. Division of Water Resources (DWR) 401 Water Quality Certification (Project No. 13-1200) to impact streams for the construction of the Tryon International Equestrian Facility (TIEC), in Polk County, North Carolina. Compensatory mitigation for impacts to streams is described in the mitigation plan for the Harmon Dairy Stream Mitigation Project (Phases 1 and 2). The MY2 annual monitoring report documents the second year of data collection for Phases 1 and 2 of the Harmon Dairy Stream Mitigation Project(Site). The attached Corrective Action Plan was submitted to the Corps/DWR for Review on January 8, 2021. TEP has hired SM Soil and Water Solutions to implement this plan and work should be completed by April 2022. Item 4 of the plan, Invasive Plant Control, has been implemented in 2020 and 2021. Should you have any questions regarding the Monitoring Year 2 report or Corrective Action Plan please do not hesitate to contact us at 828-698-9800. Respectfully, -DocuSigned by: DocuSigned by: ;2. U r 2iaal, -AE92310EDC6E42D... 0A79F7DC85EE4F7... Britten Yant, P.W.S. R. Clement Riddle, P.W.S. Biologist Senior Scientist Attachments: Harmon Dairy Stream Mitigation Project-2021 MY2 Documentation Report Corrective Action Plan -January 8, 2021 145 7th Avenue West, Suite B Hendersonville,NC 28792 828-698-9800 Tel Harmon Dairy Stream Mitigation Project 2021 MY2 Documentation Report Polk County, North Carolina Fr :_,...... ,.....;_,„:..,. .,.._ .......144 USACE # SAW-2013-02262 :i:V ;: ::ay DWR# 20131200 v6 j� _"^5 Data collected: 4'" rn , 0A *w� July — September 2021 _'" Submitted on: r. _-z;e:4 January 28, 2022 Prepared for: Prepared by: CLearWaer An EnviroScience Company M Tryon Equestrian Partners, LLC ClearWater Environmental 2659 Sandy Plains Road An EnviroScience Company Tryon, NC 28782 145 7th Avenue W; Suite B, Hendersonville, NC 28792 Introduction Tryon Equestrian Partners (TEP) received authorization from the U.S. Army Corps of Engineers (USACE) 404 Permit (Action Id. No. 2013-02262) dated September 14, 2017 and a N.C. Division of Water Resources (DWR) 401 Water Quality Certification (Project No. 13-1200 V6) dated November 16, 2018 to impact streams for the construction of the Tryon International Equestrian Facility (TIEC). Compensatory mitigation for impacts to streams is described in the mitigation plan for the Harmon Dairy Stream Mitigation Project (Phases 1 and 2) (Wildlands Engineering Inc. and Clearwater Environmental Consultants Inc. 2017). This annual monitoring report documents the second year of data collection for Phases 1 and 2 of the Harmon Dairy Stream Mitigation Project (Site). The Site is comprised of two phases totaling 7,256 linear feet of stream and will provide 5,005 credits of stream mitigation. The site is located in Polk County. A map of the project vicinity (Figures 1 and 2) as well as the phases and types of mitigation (i.e. restoration, enhancement, preservation) is included in this report (Figure 3). The success of stream stability and woody vegetation plantings will be evaluated for 7 years per the guidance set forth by the North Carolina Interagency Review Team's (NCIRT) "Wilmington District Stream and Wetland Compensatory Mitigation Update" — October 24, 2016 (USACE 2016). The applicant will monitor the required areas for 7 years and report the results annually to USAGE and DWR. The streams and buffer will be protected in perpetuity by a Conservation Easement that will be held and monitored by Polk County Soil and Water Board. Harmon Dairy Stream Mitigation Project page i Monitoring Year 2 Report January 28, 2022 Table of Contents Introduction 1.0 Project Background 1 1.1 Project Location, Setting, and Directions 1 1.2 Project Goals and Objectives 1 1.2.1 Project Objectives- Phase 1 1 1.2.2 Project Objectives- Phase 2 1 2.0 Project Structure, Restoration Type and Approach 2 2.1 Site Protection Instrument 2 2.2 Project Structure 2 2.3 Project History, Contacts and Attribute Data 3 3.0 Performance Standards 4 3.1 Channel Stability and Morphology 4 3.1.1 Dimension 4 3.2 Hydrology 4 3.2.1 Bankfull Events 4 3.2.2 Continuous Flow 4 3.3 Vegetation 4 3.3.1 Woody Stem Plantings 4 3.4 Visual Assessment 4 3.4.1 Encroachment 4 3.5 Schedule and Reporting 5 4.0 Methods 6 4.1 Channel Stability and Morphology 6 4.1.1 Dimension 6 4.1.4 Photo Documentation 6 4.2 Hydrology 6 4.2.1 Bankfull Events 6 4.2.2 Continuous Flow Monitoring 6 4.3 Vegetation 7 4.4 Visual Assessment 7 5.0 Adaptive Management Plan 8 6.0 Monitoring Year 2 (MY2) Data Assessment 9 Harmon Dairy Stream Mitigation Project page ii Monitoring Year 2 Report January 28, 2022 6.1 Channel Stability and Morphology 9 6.1.1 Profile 9 6.1.2 Dimension 9 6.1.3 Pattern 14 6.2 Hydrology 15 6.3 Vegetation 15 6.4 Visual assessment 16 7.0 Corrective Action Plan 17 8.0 Areas of Concern 17 9.0 References 22 List of Figures Figure 1 Vicinity Map Figure 2 USGS Topographic Map Figure 3 Project Components Map Figures 4.0-4.5 Current Condition Plan View (CCPV) Maps Attachment A: Recorded Conservation Easement Attachment B: Cross Section Comparison Plots and Photographs Attachment C: Vegetation Data Tables and Photographs Attachment D: Visual Assessment Photographs Attachment E: Areas of Concern Harmon Dairy Stream Mitigation Project page iii Monitoring Year 2 Report January 28, 2022 1 .0 Project Background 1.1 Project Location, Setting, and Directions The site is located in the Piedmont physiographic province (NCGS 2004) in Polk County, North Carolina. The site is accessed from NC Highway 9 in the town of Green Creek (Figure 1 and Figure 2). The site is bordered by Mary's Branch to the west, and streams on the site are unnamed tributaries (UT) to Mary's Branch, which drains to the Broad River (HUC 03050105). To access the site from Asheville, take Interstate 26 East for 36 miles to Exit 67. Follow US-74 East toward Columbus. Take Exit 167 and turn south onto NC Highway 9. After approximately 7 miles, turn right onto Harmon Dairy Lane. Harmon Dairy Lane ends at the dairy. The project reaches are located to the west of the dairy barns. 1.2 Project Goals and Objectives 1.2.1 Project Objectives- Phase 1 The resource functions of the stream restoration project address needed improvements to the watershed in several ways. The existing stream at the site was degraded due to prior channelization, habitat alteration, excess sediment from bank erosion, limited riparian buffers, and livestock trampling. The project addresses these impairments and improves watershed functions by restoring approximately 1,126 linear feet of an unnamed tributary (UT) to Mary's Branch. The primary goal of the stream restoration project is to return the project reach to a stable, well vegetated, and naturally functioning condition. Specific stream restoration objectives include: • improving bank stability, • enhancing aquatic and terrestrial habitats, • removing invasive exotic plant species, and • establishing more robust and wider vegetative buffers and installing livestock fencing around these riparian buffers. 1.2.2 Project Objectives- Phase 2 The stream restoration project addresses needed improvements to the watershed in several ways. The existing streams at the site were degraded due to prior habitat alteration, excess sediment from bank erosion, limited riparian buffers, and livestock trampling. The proposed project addresses these impairments and improve watershed functions by restoring, enhancing and preserving 6,039 LF of four unnamed tributaries (UTs) to Mary's Branch. The primary goal of the stream restoration project is to return the project reaches to stable, well vegetated, and naturally functioning conditions. Specific stream restoration objectives include: • improving bank stability, • enhancing aquatic and terrestrial habitats, • removing invasive exotic plant species, • stabilizing upland gullies Harmon Dairy Stream Mitigation Project page 1 of 22 Monitoring Year 2 Report January 28, 2022 • establishing more robust and wider vegetative buffers and installing livestock fencing around these riparian buffers. 2.0 Project Structure, Restoration Type and Approach 2.1 Site Protection Instrument A Conservation Easement (CE) on the property is held by the Polk County Soil and Water Conservation District (SWCD) to permanently protect the improved aquatic habitats and riparian buffers and restrict future activities that might otherwise compromise the functions and services of the aquatic resources (Attachment A). The permanent conservation easement recorded January 23, 2017 extends at least 50 feet beyond the top of both banks on all UTs. Within the conservation easement, the riparian buffers are planted with native trees and shrubs in order to provide post-construction bank stability, erosion control and riparian habitat enhancement. All site protection instruments require 60-day advance notification to the US Army Corps of Engineers (Corps) and the NC Division of Water Resources (DWR) prior to any action to void, amend, or modify the document. No such action would take place unless approved by the Corps and DWR. 2.2 Project Structure The project is implemented according to the 2017 Harmon Dairy Stream Mitigation Project Mitigation Plan (Mitigation Plan). The Mitigation Plan consists of two phases proposing a combined 7,256 linear feet of stream to provide 5,005 credits of stream mitigation. An overview map of the phases and types of mitigation (i.e. restoration, enhancement, preservation) is included in Figure 3. Below is a Summary Table for Projected Mitigation Credits for Phases 1 and 2 (Table 1). Phase one consists of Restoration and Enhancement II on the UT1 to Mary's Branch. Phase II consists of Restoration, Enhancement I, Enhancement II and Preservation of UT2, UT3, UT4 and UT5 to Mary's Branch. Both phases were constructed simultaneously and with final earthwork and planting completed in 2019. Table 1: Credit Summary Phase I and II Stream Reach Approach STA STA End Proposed As- Mitigation Total Begin Reach Built Credit Potential Length Length Ratio Credits Phase I UT1 1 Enhancement 1+66 3+18 152 1,247 2.5:1 61 I I UT1 2 Restoration 3+18 13+83 1,065 1:1 1,065 Phase II UT2 1 Preservation 0+01 I 4+06 405 -- 10:1 41 UT2 2 Enhancement 4+06 7+90 384 -- 2.5:1 154 I I UT2 3 Enhancement 7+90 22+65 1,475 2,325 1.5:1 983 UT2 4 Restoration 22+90 31+28 838 1:1 838 UT3 1 Enhancement 100+00 100+48 48 -- 2.5:1 19 I I Harmon Dairy Stream Mitigation Project page 2 of 22 Monitoring Year 2 Report January 28, 2022 UT3 2 Enhancement 100+48 112+33 1,185 -- 1.5:1 773 UT3 3 Preservation 112+33 115+62 329 -- 10:1 33 UT3 4 Restoration 115+62 124+82 920 1,037 1:1 920 UT4 -- Preservation 1+14 3+61 247 -- 10:1 25 UT5 -- Enhancement 1+00 3+33 233 -- 2.5:1 93 I I Total Stream Mitigation Credits (Phase I) 1,126 Total Stream Mitigation Credits (Phase II) 3,879 Overall Stream Mitigation Credits 5,005 2.3 Project History, Contacts and Attribute Data Table 2 Project History Project Component Date Completed Final Mitigation Plan (Phase I and II) August 3, 2017 404 / 401 Issued September 14, 2017 and November 16, 2018 Final Design - Construction Plans March 1, 2018 Construction January 2019-May 2019 Bare Root / Live Stake Plantings _ May 2019 Baseline Data Collection Activities July-August 2019 As-Built Report and Record Drawings June 2020 Corrective Action Plan July 2020 MY1 Vegetation Monitoring August 2020 MY1 Geomorphic Monitoring September 2020 MY1 Invasive Plant Management September and November 2020 MY2 Geomorphic Monitoring July and August 2021 MY2 Vegetation Monitoring September 2021 MY2 Invasive Plant Management September 2021 Table 3 Project Contacts Designers Wildlands Engineering Inc. Construction Contractors Baker Grading and Landscaping Inc. Planting Contractor Baker Grading and Landscaping Inc. Seeding Contractor Baker Grading and Landscaping Inc. Seed mix source Ernst Conservation Seeds and Green Resource Nursery Stock Supplier Dykes & Son Nursery Monitoring Performer Clear Water Environmental Consultants Inc. Vegetation Management SM Soil and Water Solutions, LLC Surveyor Ben Patton Land Surveying, PLLC Harmon Dairy Stream Mitigation Project page 3 of 22 Monitoring Year 2 Report January 28, 2022 3.0 Performance Standards In accordance with the provisions in CFR Title 33, "performance standards that will be used to assess whether the project is achieving its objectives... and should relate to the objectives ... so that the project can be objectively evaluated to determine if it is developing into the desired resource type, providing the expected functions, and attaining any other applicable metrics". Success criteria were defined in the 2017 Harmon Dairy Stream Mitigation Project Mitigation Plan (Mitigation Plan). For each defined success criteria, quantitative (e.g. bank height ratio) or qualitative (e.g. observations of fine sediment deposition on the floodplain), data is measured throughout the monitoring period. Year to year comparisons for the various parameters will allow adaptive management to be implemented early on in the monitoring period if necessary, in order to reduce the risk of widespread problems. 3.1 Channel Stability and Morphology 3.1.1 Dimension • Riffle bank height ratios (BHR) shall not exceed 1.2. Changes in BHR shall not exceed 10% in year to year comparisons. • Entrenchment ratio (ER) for riffles in reaches where ER is corrected through design and construction shall be no less than 1.4. Changes in ER shall not exceed 10% in year to year comparisons. 3.2 Hydrology 3.2.1 Bankfull Events • At least 90% of the stream bed and banks shall remain stable through four bankfull events, occurring in separate years, during monitoring years 1 through 7. 3.2.2 Continuous Flow • Continuous surface water flow must be documented for 30 consecutive days at any point during the monitoring year. 3.3 Vegetation 3.3.1 Woody Stem Plantings • Density of 320 live, planted stems/acre at year 3; 260 live, planted stems/acre at year 5; 210 live planted stems/acre at year 7. • Trees must average 7 feet in height at year 5 and 10 feet in height at year 7. • No more than 50% of a plot stem count shall be a single species. 3.4 Visual Assessment 3.4.1 Encroachment • 100% of fencing and signage to remain intact. • No encroachments shall be made on the easement. Harmon Dairy Stream Mitigation Project page 4 of 22 Monitoring Year 2 Report January 28, 2022 3.5 Schedule and Reporting Monitoring reports will be submitted to USACE and DWR by December 31 of each monitoring year. Based on the (NCIRT) "Wilmington District Stream and Wetland Compensatory Mitigation Update), the monitoring reports will include the following: • Project background which includes project objectives, project structure, restoration type and approach, location and setting, history and background • Map of project approach and structure • Map with monitoring features and any problem areas indicated • Assessment of the stability of the stream • Annual photographs of monitoring features • Assessment of vegetation • Assessment of hydrology • Recommended maintenance or corrective actions • Any other observations from visual assessment such as indications of encroachment or wildlife Harmon Dairy Stream Mitigation Project page 5 of 22 Monitoring Year 2 Report January 28, 2022 4.0 Methods The ecological criteria for monitoring are linked to project success performance standards established in the Harmon Dairy Stream Restoration Mitigation Plan (2017) and discussed in Section 3.0 of this document. Evaluation of project success utilizes industry standard methods described in detail below. Project success will be evaluated annually for 7 years per the proposed guidance set forth by the North Carolina Interagency Review Team's (NCIRT) "Wilmington District Stream and Wetland Compensatory Mitigation Update" - October 24, 2016 (USAGE 2016). 4.1 Channel Stability and Morphology 4.1.1 Dimension Cross-Sectional Stream surveys follow the methodology contained in the USDA forest service manual "Stream Channel Reference Sites (Harrelson, et al 1994). Cross-section surveys were conducted On July 30, 2021 and August 6, 2021. All cross-section monitoring locations were recorded with a sub-meter accuracy Trimble GeoXT GPS device and monumented with a PVC stake and rebar set in concrete. Cross-section surveys were performed by ClearWater Environmental Consultants, an EnviroScience Company (ClearWater) using a laser level, and laser sensor attached to stadia rod, and measuring tape. Permanent cross sections were established at ten locations within R and El reaches, representing approximately 1/2 riffles, and 1/2 pools. Cross section locations were established according to best professional judgement. Cross section data points were collected at all major changes in slope, including top of bank, bankfull, water surface and channel thalweg locations. Stream channel cross section dimensions and associated parameters were calculated using "The Reference Reach Spreadsheet" version 4.3 L developed by Dan Mecklenburg. (Ohio Department of Natural Resources). 4.1.4 Photo Documentation Photographic reference points (photo-points) were used to visually document stream conditions and include both a downstream facing photo and an upstream facing photo at each photo reference point. Photo-points were established at 30 stations along the entirety of the project streams. All photo-points were recorded with a sub-meter accuracy Trimble GeoXT GPS device and monumented with a PVC stake. The photographer will make a reasonable attempt to capture the same perspective in each photo-point location annually. 4.2 Hydrology 4.2.1 Bankfull Events Crest gauges were installed on riffle cross-sections XS3, XS6 and XS10 will be visually inspected to document the occurrence of bankfull events. Photographic documentation of recently deposited rack lines were recorded as indicators of bankfull flow events. 4.2.2 Continuous Flow Monitoring Streamflow stage will be monitored to document 30 days of continuous flow using a continuous stage recorder. An automated level-logger will be set to record every 2 hours. Harmon Dairy Stream Mitigation Project page 6 of 22 Monitoring Year 2 Report January 28, 2022 Evidence of channel flow will be documented with a photo and the stream level will be manually recorded at each data download. 4.3 Vegetation Vegetation monitoring was conducted during the As-Built Monitoring and will be conducted in post-construction monitoring years 1, 2, 3, 5, and 7. Both Permanent Vegetation Plots (PVP) and Temporary Vegetation Plots (TVP) were established. PVPs will be monitored in utilizing methods established by the Carolina Vegetation Survey-EEP Level 2 Protocol (Lee et al., 2008) and the 2016 USACE Stream and Wetland Mitigation Guidance. For all monitoring plots all woody stems, including exotic and invasive species, were recorded. Exotic/invasive species will not count toward success of performance standards. A total of seven permanent vegetation plots (PVP) and five temporary vegetation plots (TVP) were established within the 14.14 AC planted area. Locations of PVP and TVP were chosen in the field to capture the heterogeneity of the species composition and spacing within the planted area. Permanent vegetation plots were established by choosing a random origin point, with standard 10 meter by 10 meter square with plants located on an XY axis. The vegetation plot corners have been marked and are recoverable either through field identification or with the use of a GPS unit. Reference photographs were taken at the origin looking diagonally across the plot to the opposite corner and will be repeated each monitoring year. Individual PVP data recorded will include woody stem identification, height, density, vigor, damage (if any), and percent survival. Planted woody stems will be marked during assessment as needed based on a known origin so they can be found in succeeding monitoring years. Mortality will be determined from the difference between the baseline year's living planted stems and the current year's living planted stems. Temporary vegetation plots (TVP) are, using a circular or 100 m2 plot. These temporary plots will be reestablished in different and random locations throughout the planted conservation easement in monitoring years 1, 2, 3, 5, and 7. These locations will be indicated on plan view maps for the corresponding monitoring assessment year. Temporary vegetation plot assessments will document the number of stems, species type, and stem height within the plot. Please refer to the Current Condition Plan View (CCPV) Figures 4.0 through 4.5 for the permanent and temporary vegetation monitoring locations. 4.4 Visual Assessment Visual assessment will be performed annually to determine locations of exotic and nuisance vegetation, and locations of any fence damage, vegetation damage, or boundary encroachments. Any areas of concern will be mapped and included in the annual monitoring report. Harmon Dairy Stream Mitigation Project page 7 of 22 Monitoring Year 2 Report January 28, 2022 5.0 Adaptive Management Plan Maintenance of the newly constructed channels and all structures associated with the restoration would be accomplished by Tryon Equestrian Partners (TEP) if the monitoring parameters for restored streams exceed the range of natural variability established during the 7-year monitoring period. Replacement planting would be performed by TEP if stem counts fall below 320 stems per acre during the first 3 years, 260 stems per acre through year 5, or 210 stems per acre through year 7. If any portion of the mitigation project fails to meet the specified performance standards in a monitoring year, the reason(s) for this failure would be determined and a corrective action plan (which would include proposed actions, a schedule, and monitoring plan) would be prepared. TEP will also install and maintain the livestock fence for seven years. The landowner will be responsible for maintaining the fence thereafter if the adjacent land uses include livestock. If it is believed that corrective action to a problem area is not warranted, the corrective action plan would state the reasons. Continued monitoring of the problem area may be required. Project maintenance would be performed as described above. If, during the course of annual monitoring it is determined the site's ability to achieve site performance standards is jeopardized, the applicant would notify the Corps and DWR of the need to develop an Adaptive Management Plan. Once the Adaptive Management Plan is prepared and finalized the applicant would: • Notify the Corps and DWR. • Revise performance standards, maintenance requirements, and monitoring requirements as necessary and/or required by the Corps and DWR. • Obtain other permits as necessary. • Implement the Adaptive Management Plan. • Provide the Corps and DWR with documentation of corrective action. This report would depict the extent and nature of the work performed. A Corrective Action Plan dated January 8, 2021 was submitted to the Corps/DWR for review. TEP has hired SM Soil and Water Solutions to implement this plan and work should be completed by April 2022. Item 4 of the plan, Invasive Plant Control, has been implemented in 2020 and 2021. Harmon Dairy Stream Mitigation Project page 8 of 22 Monitoring Year 2 Report January 28, 2022 6.0 Monitoring Year 2 (MY2) Data Assessment MY0 baseline data collection was conducted in July-August 2019. The second annual monitoring assessment (MY2) was conducted in July-September 2021. The Site will be monitored for a total of seven years, with the final monitoring activities scheduled for 2026. 6.1 Channel Stability and Morphology Monitoring Year 2 morphological data collection was conducted in July and August 2021. Please refer to Attachment B for cross section comparison plots photographs. 6.1.1 Profile Stream profile was assessed visually during annual monitoring. No additional longitudinal surveys will be performed unless visual monitoring indicates a need for remedial actions. MY1 visual monitoring indicated changes to profile which warrant maintenance activities and will involve modifications to the profile along stations. These are modifications to grade control structures and riffles described in the Areas of Concern (AOC) in Section 8.0. 6.1.2 Dimension Generally, as-built cross-sectional dimensions match design parameters with minor variations. Noted differences are still appropriate for the channel type. Table 5 indicates the as-built cross-section dimensions. Tables 6-8 compare typical design cross section dimensions to MY2 dimensions. Minor aggradation was apparent in cross sections 3-9 when compared to MYO. Sediment mobility in the streambed in the first year of establishment is typical, and is expected to reach equilibrium as more mature riparian vegetation develops over the monitoring period. With the exception of cross section 5, the aggradation was fairly consistent with what was observed during MY1 monitoring, indicating that the site is trending toward equilibrium. New aggradation was noted between MY1 and MY2 within cross section 5. This will be an area of interest during annual year 3 monitoring (MY3). The right control pin for Cross-Section 10 was unable to be recovered during the MY1 survey. A cross section survey was performed at the approximate location of the original during MY1 and a new right control pin was reestablished, to the best of our ability, in the same locations as in the baseline survey. Comparing Cross-Section 10 to the As-Built survey is a poor reference due to the resetting of the right cross section monument; therefore, MY1 will serve as a new baseline moving forward for cross section 10. Summary tables comparing MY1, MY2 and Baseline data are included below in Tables 5-9: Harmon Dairy Stream Mitigation Project page 9 of 22 Monitoring Year 2 Report January 28, 2022 Table 5: UT2 Reach 3 (El) MY0 (As Built) MY1 MY2 XS1 XS2 XS1 XS2 XS1 XS2 Riffle Pool Riffle Pool Riffle Pool Bankfull Elevation 885.69 883.93 885.69 883.93 885.69 883.93 (ft) X-Section Area 9 16.8 12.5 12.3 12.2 18.0 (ft.sq.) Width (ft) 8.8 10.6 9.8 8.2 10.1 9.9 Mean Depth (ft) 1 1.6 1.3 1.5 1.2 1.8 Max Depth (ft) 1.6 2.2 2.3 2.3 1.9 3.0 Wetted Perimeter 9.6 12.4 11.4 10.0 11.3 12.4 (ft) Hydraulic Radius 0.9 1.4 1.1 1.2 1.1 1.4 (ft) Width-Depth Ratio 8.5 6.7 7.7 5.4 8.4 5.4 W Flood Prone 19.1 N/A 21.5 N/A 20.1 N/A Area (ft) Entrenchment 2.2 N/A 2.2 N/A 2.0 N/A Ratio Bank Height Ratio 1 1 1 1 1 1 N/A: Not Applicable Harmon Dairy Stream Mitigation Project page 10 of 22 Monitoring Year 2 Report January 28, 2022 Table 6: UT2 Reach 4 (R) MY0 (As Built) MY1 MY2 XS3 XS4 XS3 XS4 XS3 XS4 Riffle Pool Riffle Pool Riffle Pool Bankfull Elevation 845.81 845.74 845.81 845.74 845.81 845.74 (ft) X-Section Area 5.6 11.6 2.4 5.6 2.6 3.2 (ft.sq.) Width (ft) 7.9 8.7 6.9 8.9 5.6 7.5 Mean Depth (ft) 0.7 1.3 0.3 0.6 0.5 0.4 Max Depth (ft) 1.2 2.3 0.8 1.1 0.9 0.9 Wetted Perimeter 8.3 10.2 7.1 9.2 6.2 7.7 (ft) Hydraulic Radius 0.7 1.1 0.3 0.6 0.4 0.4 (ft) Width-Depth Ratio 11.1 6.5 20.0 14.2 12.1 17.3 W Flood Prone 31.7 N/A 21.8 N/A 23.1 N/A Area (ft) Entrenchment 4 N/A 3.2 N/A 4.1 N/A Ratio Bank Height Ratio 1 1 1 1 1 1 N/A: Not Applicable Harmon Dairy Stream Mitigation Project page 11 of 22 Monitoring Year 2 Report January 28, 2022 Table 7: UT1 (R) MY0 (As Built) MY1 MY2 XS5 XS6 XS5 XS6 XS5 XS6 Pool Riffle Pool Riffle Pool Riffle Bankfull Elevation 831.24 831.4 831.24 831.4 831.24 831.4 (ft) X-Section Area 6.8 6.4 8.5 5.0 2.2 2.7 (ft.sq.) Width (ft) 8.9 13.4 7.0 9.3 6.0 5.3 Mean Depth (ft) 0.8 0.5 1.2 0.5 0.4 0.5 Max Depth (ft) 2.1 1.1 2.0 1.2 0.7 0.8 Wetted Perimeter 10.3 13.8 8.8 9.6 6.4 5.6 (ft) Hydraulic Radius 0.7 0.5 1.0 0.5 0.3 0.5 (ft) Width-Depth Ratio 11.8 28.3 5.7 17.2 16.1 10.5 W Flood Prone N/A ** N/A ** N/A ** Area (ft) Entrenchment N/A ** N/A ** N/A ** Ratio Bank Height Ratio 1 1 1 1 1 1 **Width of flood prone area exceeds survey boundary N/A: Not Applicable Harmon Dairy Stream Mitigation Project page 12 of 22 Monitoring Year 2 Report January 28, 2022 Table 8: UT3 Reach 2a (El) MY0 (As Built) MY1 MY2 XS7 XS8 XS7 XS8 XS7 XS8 Pool Riffle Pool Riffle Pool Riffle Bankfull Elevation 906.9 905.1 906.9 905.1 906.9 905.1 (ft) X-Section Area 11.5 5.3 2.6 2.0 6.3 6.3 (ft.sq.) Width (ft) 10.3 8.9 5.8 3.0 9.4 9.4 Mean Depth (ft) 1.1 0.6 0.5 0.7 0.7 0.7 Max Depth (ft) 2.1 1 0.9 0.9 1.2 1.2 Wetted Perimeter 11.8 9.2 6.5 3.3 10.1 10.1 (ft) Hydraulic Radius 1 0.6 0.4 0.6 0.6 0.6 (ft) Width-Depth Ratio 9.3 14.8 12.8 4.5 14.2 14.2 W Flood Prone N/A 21.8 N/A 21.4 N/A 20.4 Area (ft) Entrenchment N/A 2.5 N/A 7.1 N/A 2.2 Ratio Bank Height Ratio 1 1 1 1 1 1 N/A: Not Applicable Harmon Dairy Stream Mitigation Project page 13 of 22 Monitoring Year 2 Report January 28, 2022 Table 9: UT3 Reach 4 (R) MY0 (As Built) MY1 MY2 XS9 XS10 XS9 XS10 _ XS9 XS10 Pool Riffle Pool Riffle Pool Riffle Bankfull Elevation 848.39 846.33 848.39 846.33 848.39 846.33 (ft) X-Section Area 11.6 7 8.9 5.2 7.9 4.9 (ft.sq.) Width (ft) 12.5 10.5 7.6 6.5 7.3 5.8 Mean Depth (ft) 0.9 0.7 1.2 0.8 1.1 0.8 Max Depth (ft) 2.6 1.2 2.1 1.5 2.1 1.5 Wetted Perimeter 14.3 11 8.8 7.5 8.7 6.8 (ft) Hydraulic Radius 0.8 0.6 1.0 0.7 0.9 0.7 (ft) Width-Depth 13.5 15.7 6.5 8.2 6.8 6.9 Ratio W Flood Prone N/A 67.8 N/A 60 N/A 60.0 Area (ft) Entrenchment N/A 6.5 N/A 9.2 N/A 10.3 Ratio Bank Height 1 1 1 1 1 1 Ratio N/A: Not Applicable 6.1.3 Pattern Pattern data is not applicable for high slope project streams that are either Rosgen A- type or B-type stream (UT2 above ford crossing and UT3 Reach 1-3) For lower gradient streams with a wider valley and floodplain were designed as Rosgen E stream type channels (UT1, UT2 below ford crossing and UT3 Reach 4). Sinuosity for these reaches was calculated as ranging from 1.12-1.3. No systemic adjustments to pattern was observed during the MY2 period. Isolated areas of bank scour and floodplain scour indicate minor localized adjustments to pattern that are expected to stabilize as riparian vegetation matures. These areas are included under the Areas of Concern (AOC) listed in Section 8.0. Harmon Dairy Stream Mitigation Project page 14 of 22 Monitoring Year 2 Report January 28, 2022 6.2 Hydrology Bankfull events were recorded during MY2 at all three crest gauge stations. Signs of perennial flow were observed throughout the monitoring reach. Rack lines indicating bankfull events were observed on UT1 as well as UT2 Reach 4 and UT3 Reach 4. Photographic documentation of observations are included below: Table 10: Crest Gauge Data Location I Date Observed Crest Gauge Reading UT1 Crest Gage at XS6 July 30, 2021 1.75 ft UT2 Crest Gage at XS3 i July 30, 2021 1.1 ft UT3 Crest Gage at XS10 July 30, 2021 1.8 ft 1 i x p Pt 4a4Z• x x@ - r yam ,..1('-','- ,r�$t+k° f *`'!,1 La� — yeye ree ;; -, g,:- a yes 1 ,A J{y A' Y rR Y A -s' Air ore G " € _ 1¢6 � - ' t 9 4* zP ' 'fir . 4 re, -. r �aRY ` i 9;, .d1 . f , r .,: wT # F • _III Rack line observed on UT1 7/30/2021 Rack line observed on UT1 7/30/2021 A continuous flow monitoring device will be installed in UT3 Reach 2 in MY3. A record of continuous flow data will be included in the MY3 report. Visual monitoring of this reach confirmed strong baseflow in this reach during the MY2 period. 6.3 Vegetation The MY2 average planted density is 254 planted stems/acre for permanent vegetation plots (PVP) and 400 stems/acre for temporary vegetation plots (TVP). The total overall planted density representative for the site is 350 stems/acre, which exceeds the interim measure of vegetative success of at least 320 planted stems per acre at the end of the third monitoring year. Permanent vegetation monitoring plots 1, 2, 4, 5 and 6 do not individually meet the interim vegetative success criteria. A corrective action plan, dated January 8, 2021 is being implemented that describes supplemental planting in portions of the site showing low survivability of planted woody stems. Areas of low woody stem density are shown on CCPV Figures 4.0-4.5 as well as described in the Areas of Concern Section 8.0. Invasive plants were observed on site including dense stands of kudzu, as well as Kudzu privet, tree of heaven, and microstegium in lesser quantity. These areas Harmon Dairy Stream Mitigation Project page 15 of 22 Monitoring Year 2 Report January 28, 2022 are listed in the Areas of Concern Section 8.0 and depicted on the CCPV Figures 4.0-4.5. Management of exotic invasive plants using herbicide treatment occurred in September of 2021 and will be ongoing in subsequent years as necessary to control the spread of kudzu, tree of heaven, and Chinese privet. Vegetation data tables and photographs of each plot can be found in Attachment C. Table 11: Vegetation Plot Total Stem Counts Plot MYO MY1 MY2 % Mortality Stem Count Stem Count Stem Count PVP1 3 1 1 67% PVP2 11 6 7 36% PVP3 14 11 12 14% PVP4 7 5 5 29% PVP5 4 2 2 50% PVP6 7 6 6 14% PVP7 12 10 11 8% TVP1 24 6 2 N/A * TVP2 19 4 16 N/A * TVP3 16 8 6 N/A * TVP4 15 5 11 N/A * TVPS 3 0 5 N/A * Average # 11.25 5.33 7 31 stems Plot Area 0.02 Acres 0.02 Acres 0.02 Acres Stems/Acre 563 267 350 *N/A: Individual temporary vegetation plots are not comparable between monitoring years because the location of each plot changes annually 6.4 Visual assessment The MY2 visual assessment was performed in July-August of 2021. Visual inspection revealed evidence of bankfull flow described in section 6.2, and several locations requiring management consideration, which are described in Section 8.0 of this report. No obvious easement encroachment was observed. Photographs of all permanent photo points are included in Attachment D. Harmon Dairy Stream Mitigation Project page 16 of 22 Monitoring Year 2 Report January 28, 2022 7.0 Corrective Action Plan Efforts to close out the construction phase of the Harmon Dairy Stream Mitigation site are ongoing, and are described in the corrective action plan which was submitted January 8, 2021. The corrective action plan includes the scope for remaining work necessary to meet the construction phase requirements, including: (1) modification of fence lines as installed to contain the conservation easement, (2) signage installed to the conservation easement boundary, (3) supplemental planting plan, (4) invasive plant control, (5) revision to conservation easement boundary, and (6) repairs to stream channel. Areas of Concern (AOC) are outlined in Section 8.0 of this report. Invasive plant control was implemented in 2020 and 2021. The remaining work outlined in the January 8, 2021 corrective action plan will be completed during the spring of 2022. 8.0 Areas of Concern Sealed record drawings include annotated Areas of Concern (AOC) in Attachment E, and are depicted on the Current Condition Plan View (CCPV) Figures 4.0-4.5. Below these AOC are ranked as minor, moderate, or severe, and will be monitored as "watch areas" or indicated for maintenance. These areas were reevaluated in in 2021 and implementation of the January 8, 2021 corrective action plan should adequately address these areas in the spring of 2022. Specific areas of concern are detailed below: Table 4: Monitoring Areas of Concern (AOC) MY1/MY2 AOC - # Location Problem Rank/size Action _ Description AOC-1 UT1 Reach 2 Streambank Moderate Maintenance STA 4+50 erosion and Scheduled pattern adjustment MY3 in channel, gravel bar forming at center of channel which is directing flow to floodplain pools AOC-2 UT2 STA 7+95 - Streambank Severe Maintenance 8+25 erosion, both Scheduled banks MY3 AOC-3 UT2 STA 12+75 Right stream bank Moderate Maintenance eroding Scheduled MY3 AOC-4 UT2 STA 13+88 (Boulder Step #6): Minor Maintenance Structure piping Scheduled MY3 Harmon Dairy Stream Mitigation Project page 17 of 22 Monitoring Year 2 Report January 28, 2022 AOC - # Location Problem Rank/size Action Description AOC-5 (Boulder Step Minor Maintenance UT2 STA 17+00 #10): Lateral Scheduled scour MY3 AOC-6 UT2 STA Right hillslope Moderate Maintenance 17+50-18+00: above streambank Scheduled is sloughing MY3 AOC-7 UT2 STA 17+90 (Boulder Step Moderate Maintenance #15) Structure Scheduled failure MY3 AOC-8 UT2 STA Log sill piping Minor Maintenance 26+63-26+74 Scheduled MY3 AOC-9 UT2 STA Riffle and end Severe Maintenance 27+84-28+36 grade control Scheduled washed out MY3 AOC-10 UT3 STA Boulder Structure Moderate Maintenance 109+15: repair needed Scheduled MY3 AOC-11 UT3 STA Left stream bank Moderate Maintenance 116+50 - eroding Scheduled 117+00 MY3 AOC-12 UT2 left Bare, eroding soil 0.02 AC Watch area floodplain patch. ' AOC-13 UT2 right Bare, eroding soil 0.01 AC Watch area floodplain patch. AOC-14 UT2 right Bare, eroding soil 0.10 AC Maintenance floodplain patch. Scheduled hillslope MY3 AOC-15 UT2 left Bare, eroding soil 0.05 AC Maintenance floodplain patch. Scheduled MY3 AOC-16 UT3 right Bare, eroding soil 0.06 AC Maintenance floodplain patch. Scheduled hillslope MY3 AOC-17 UT3 right Bare, eroding soil 0.06 AC Maintenance floodplain patch. Scheduled hillslope MY3 Harmon Dairy Stream Mitigation Project page 18 of 22 Monitoring Year 2 Report January 28, 2022 AOC - # Location Problem Rank/size Action Description AOC-18 UT3 Reach 2 Area of low stem 0.54 AC Supplemental density Planting Scheduled MY3 AOC-19 UT3 Reach 2 Area of low stem 0.64 AC Supplemental density Planting Scheduled MY3 AOC-20 UT3 Reach 4 Area of low stem 0.48 AC Supplemental density Planting Scheduled MY3 AOC-21 UT2 Reach 2 Area of low stem 2.19 AC Supplemental and 3 density Planting Scheduled MY3 AOC-22 UT1 Reach 1 Area of low stem 0.40 AC Supplemental density Planting Scheduled MY3 AOC-23 UT1 Reach 2 Area of low stem 0.22 AC Supplemental density Planting Scheduled MY3 AOC-24 UT2 Reach 3 Invasive Plant 0.20 AC Herbicide dominance — Severe applied kudzu September 2021 AOC-25 UT1 Reach 4 Invasive Plant 0.58 AC Herbicide dominance — Severe applied kudzu September 2020 & 2021 AOC-26 UT1 Reach 2 Invasive Plant 1.10 AC Herbicide dominance — Mild applied kudzu September 2020 & 2021 AOC-27 UT3 Reach 4 Invasive Plant 0.49 AC Herbicide dominance — Severe applied kudzu September 2020 & 2021 Harmon Dairy Stream Mitigation Project page 19 of 22 Monitoring Year 2 Report January 28, 2022 AOC - # Location Problem Rank/size Action Description AOC-28 UT3 Reach 2,3 Invasive Plant 1.04 AC Herbicide and 4 dominance — Mild applied kudzu September 2020 & 2021 AOC-29 UT3 Reach 1 Invasive Plant 0.13 AC Herbicide dominance — tree Mild applied of heaven September 2020 &2021 AOC-30 UT2 Reach 3 Invasive plant 0.34 AC ' Herbicide dominance- kudzu Mild applied September 2020 & 2021 AOC-31 UT3 Reach 2 Invasive plant 0.21 AC Herbicide dominance — Severe applied privet November 2020/ September 2021 AOC-32 UT2 Reach 1,2 Invasive plant 3.25 AC ' Herbicide and 3 dominance- kudzu Moderate applied September 2020 & 2021 AOC-33 UT2 Reach 3 Invasive plant 1.59 AC I Herbicide and 4 dominance- kudzu Moderate applied September 2020 & 2021 AOC-34 UT2 Reach 4 Invasive plant 0.30 AC Herbicide dominance — Severe applied privet November 2020/ September 2021 AOC-35 UT2 Reach 4 Invasive plant 0.13 AC I Herbicide dominance — Severe applied privet November 2020/ September 2021 AOC-36 UT3 Reach 4 Invasive plant 1.01 AC Herbicide dominance — Severe applied kudzu September 2020 & 2021 Harmon Dairy Stream Mitigation Project page 20 of 22 Monitoring Year 2 Report January 28, 2022 AOC - # Location Problem Rank/size Action Description AOC-37 UT2 Reach 2 Invasive plant 0.07 AC Herbicide dominance — tree Mild applied of heaven September 2020 & 2021 AOC-38 UT2 Reach 3 Invasive plant 1.54 AC Herbicide dominance — Moderate applied privet November 2020/ September , 2021 Harmon Dairy Stream Mitigation Project page 21 of 22 Monitoring Year 2 Report January 28, 2022 9.0 References ClearWater Environmental Consultants Inc. and Wildlands Engineering Inc. (2017) Harmon Dairy Stream Mitigation Project Mitigation Plan ClearWater Environmental Consultants Inc. (2020) Harmon Dairy Mitigation Project As- Built Report. Harrelson, Cheryl C; C. L Rawlins; J.P. Potyondy. 1994. Stream channel reference sites: an illustrated guide to field technique. Gen. Tech. Rep. RM-245. Fort Collins, CO: U.S. Department of Agriculture, Forest Service, Rocky Mountain Forest and Range Experiment Station. 61 p. Mecklenburg, Dan & Ohio Department of Natural Resources. Copyright 2006. "The Reference Reach Spreadsheet" version 4.3 L Rosgen, David L. 1994. A classification of natural rivers, CATENA,Volume 22, Issue 3.Pages 169-199 U.S. Army Corps of Engineers 2016. Wilmington District Stream and Wetland Compensatory Mitigation Update" — October 24, 2016 Harmon Dairy Stream Mitigation Project page 22 of 22 Monitoring Year 2 Report January 28, 2022 Harmon Dairy Stream Mitigation Project (+1- 22.28 AC) TY OrANf RIYAr ..• Groan Creek • '} Colrinxvlllr -. • F • C tl [Project Boundary riri — y b L. F !J • .�f. u.n CIAO Itu4 R,'Ir•.i KK f.xin-..• re Legend 0 0.5 1 Conservation Easement(22.28 AC) Miles Drawn by:AKT Date;6.17.2020 CEC Project#747:Updated 1.20.22 BWY Polk Count CLearWaker County, n y Vicinity North Carolina 145 7th Avenue West,Suite B Figure 1 Hendersonville,NC 28792 Harmon Dairy Stream Mitigation Project (+1- 22.28 AC) ,s .T l •. i .r • i _ + ,..----C- + J i ate„" ' ;rr. -' , . t� t.; . : I ,ti 'j ' * t '-t' ) . ' .," 71'5. ./.'k• ' ..'''' i .."-''.--- . l'' ' r i it I } -{ .- -k- 1 • • • ----7--—4 iiii_.4-..._•.-±i ,-_,---_---43;‹..: • .,... ./1, . .,, 1'1.41411.1' -. .-I -- i —.-i.+ • \`y - Sly, ;ti • i k115 ; x tihY + I Ur h . 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UT3 UT1 ..........................._ -- __ •• ':.\ 4. .01).•- .to -- '- • , _I k*. ' {' }lir Legend ' *. • Conservation Easement(22.28 AC) -- - -i- ; — _ N V Phase I - ' - - - - - Q Phase II Project Streams Approach "F Enhancement I Enhancement II Preservation 0 500 1 000 Restoration -Crossing Feet Drawn by:AKT Date;6.17.2020 CEC Project#747 Updated 1.20.22 BWY CLearWater Polk County, An EnviroScience Company Project Components North Carolina 145 7th Avenue West,Suite B Figure 3 Hendersonville,NC 28792 Harmon Dairy Stream Mitigation Project (+1- 22.28 AC) Legend �. {_ -°�' _ ' : .'.� ,: '•, ' \ 'z .'' Sheet 3 \ --I Conservation Easement(22.28 AC) Cross-Sections(XS) 5;• ' ' • + - "IL. .v• .., ';IA*Ci.-.-.0. 0. Project Streams Fence Line `x11k • \ _.'. Enhancement I •® Gravel Crossing . _ _ _ • . i F1- \ i. Enhancement II ; \ Preservation Low Density of Planted Woody Stems • . `" \ Restoration • Photo Points(PP) \ 0 — Crossing '.'''. 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' • R - CLearWater Current Condition Plan View (CCPV) Polk County, AnEnviroScience Company � MonitoringYear 2 North Carolina 145 7th Avenue West,Suite B Hendersonville,NC 28792 Figure 4.0 (Overview) Harmon Dairy Stream Mitigation Project (+1- 22.28 AC) i.',C + 1"` �',4?til r `"} y' a4 1 4 :• , .IS M" _,C • I y-. . . Ir • + • 4 'k "r .) `y: #, :. ''ti; 4` , '''• ' 4 • f.� e SF ,: yr 4, I. "ti' �' 1taj a F '` i )IT 7 i M:•• . • I','I C.S1**fI ,h .4." -. .r I. :• } t. 3•`.' '* .5 •.• #`-,i: �_• * ,_•`., r ••• It Jy • y k 5 �3 t* Y 1. ti }; .# ice :F. # '''f _• i • ' , " q- lit, 4' .....:is �1{7' 1 F •'T'1 tl ,' I •'I F. I "ri L iF' r '•.�{ :? :hrtl y I.S+ * k• i ' •F ' 44F. .}." .. '. 1r • �' - _# _ N � ir i • '.'[.5r Y ,a ' 1 '� 1 ,. r '. #. 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Approach = Did not meet success criteria • A�, Cross Sections ‘Nsiii I• �, "" ' `Y+ Enhancement I Success criteria met . r Enhancement II Fence Line Temporary Vegetation Plots (TVP) Preservation Photo Points(PP) _ -- Success criteria met 4i Restoration Low Density of Planted Woody Stems Did not meet success criteria 0 50 100 200 ` y( ', - - Crossing '. Feet DrawnD awn eggauceitsaspomo@w Project#7471updated'1:20,22'BWY r 'i ? }' + ; ` eIF • CLearWater Current Condition Plan View (CCPV) Polk County, An EnviroScience Companye Monitoring Year 2 Sheet 2 North Carolina 145 7th Avenue West,Suite B Hendersonville,NC 28792 Figure 4.2 Harmon Dairy Stream Mitigation Project (+1- 22.28 AC) '11 ! Iiill; .40tIV -IlialAri... 171. . , - ;,•.. .. , =. .- ; - .- - -• ..-... ,-.-:-.,--.: ,i,_.:,_..„, . . . ..,-. • r{ 4 1- 1 1 r 1 r I I F r Y 1 • �+ .3;:s .; . , .{.}'. •� +_'- . •;ter: k',.. .�ii, .. - l '. '`! -- Jt { l+ �� "1 +' ,. , + Y y .lit. - '- - �+ "'. '�►'ti ' r ice•.' '. f„,.4 * w. }', ram, - • _ ,�4 - � • s f• # F til.4 . •. a �••y ''` NO•� . - 'f4 *:yl'utir; . ". wlet ' • — by "• -ti �: .�' s4; j' t it — — ''..-1- ' - .'FF'} -• j._ ,y -... �i'—'' — �' • ter -a:. -{ 5. • • -f- .', - , : --4VilliNt 14 \ '- ' ' - I • • M. • • • • Legend 1 ' - ';• ,- • L _ I Conservation Easement(22.28 AC) - - - - Crossing Invasive Plant Management Area 2021 , co, Project Streams ® Gravel Crossing Permanent Vegetation Plots (VP) ," :f -• ` ', �4 . ` ' Approach Did not meet success criteria Yam— �� '"+ �•� 15 ' Fence Line '.'• - Enhancement I Success criteria met :i -,#` , A. '4 ��' �� Cross-Sections _ -•+ '-'. — -- Enhancement II `�. Y#. ,. �'_ • ° -r` — Temporary Vegetation Plots(TVP) ti _. li Preservation Photo Points(PP) - +.' • ' ' _ „tir , ' Success criteria met t_ s, r '"• ti 1 • ti.. 2mr, Restoration Low Density of Planted Woody Stems " �' - '- • 4" * 'x+ +' ,f{ - 4 . - Did not meet success criteria -# -� y .. .� `.• . . 0 50 100 200 • _ r• #. a. '•• • r Feet • • -•+ p °D ia� � Updated [A/tiler •' , -. • CLearWater Current Condition Plan View (CCPV) Polk County, An EnviroScience Company a MonitoringYear 2 Sheet 3 North Carolina 145 7th Avenue West,Suite B Hendersonville,NC28792 Figure 4.3 Harmon Dairy Stream Mitigation Project (+1- 22.28 AC) • PP=11. r •Y .•.. ((55• ;F *- ,, r� - #-, ' .-ti._ : 'ate : • s. ;; '� - .:'S `�4 "�tiq�q_,._, 1,� .' '' tY ' W,- _ • ' % - ..,,4 x t T k. fl , ti Tom+ . * S • A. 53, H!. _ Li Y'L „,'i'/ • P%'i �/'/,'.'/,i / - ;.yam' ,+ k S T: i' -I ' �5 =17�• 4 k Y 324. ti Y* ' •• '- - • * , // F k b y .s �r .. � 4 x y5' AOC-17tr60 y E cn /,/,'/,/,'/,/,'/,/ •!': ' ...7.•A•T... .I\ ...13.7....0-36 rye! r i PP-25 •, . • be- - 1:41r.. . _ 444 Ai 2 .... . -• . .,a •1, - . ' . -... - • .0. ..... „All! ,I .__________:„,.._. .. PP-24 ...••• ' V6"qr.-P"- .7- ' . - • r ...‘:` !: . • t$ 1. . .... iirtec- 0 . . . g 41,041>-,4 -...- - • lir , . • .,r i -p.. .- .----.07-. '. ''':::. Tr• Alterly. .} f ' .. _ } 4 #. i r a; • }"r. 1} it t. , • *GP \r � _ f` r • t P�-z2A :\ / • • i ' i? .3. �' _ { -T y�;4(I i. t.r 4Cy A . • , ' y h' 7�. „er T .+ •f`ft'\ r. i. ,.....,..7.6 • . fly ' ;/ +,' .dM '! �?_� fyti •ry _ � j '. t' 4 .`4#I r4 4� _ _. +} . - _. \4 7 oh -ft-, - Y• �.� �r�' �lite/ i -w { -- •_• r \, — • _ f ,y` ' '�:h "."4 *, ry �� • .,N � � _ l y� _ \\ Q. . • '~ ' .: S I } .r, — _ — '. 'i ,,i 1 - , y Ohl- '} * I *_ rr #'4 \' } At Legend f t �t - �� ' .. i�_',;. h\ {L• _ ' } 't _ ' - - _ _ - _ _ _ 0 - . .,. • w I _ Conservation Easement(22.28 AC) • Photo Points(PP) N. f L _ 1 _ — — — ' , _ .. • • Project Streams Fence Line - _ +'1 _. J,' ';' "'I _ — _ _ • r _ _ _ Enhancement I • ... ` • _ ;+' r _ Low Density of Planted Woody Stems _ :✓ -, _ r # ±' - '' 1 Enhancement II w • I- - - yl�} Invasive Plant Management Area 2021 , / k k 4 4'. ,' 0 . • .-.SA ID Preservation x i Permanent Vegetation Plots VP - r f; 10 Restoration g 1 ) �i _ rt ,,r f N =Did not meet success criteria — Crossing .A'%'., i r f. i } �. _ • Success criteria met • r ti Y _ ®Gravel Crossing ' 4 . t -+ Temporary Vegetation Plots(TVP) '�"+ ,.• *' • .f ' , MY1 Bare Areas _ • r = _ ` Success criteria met *. fY + ij f +,4��+ i ° + Cross-Sections • • . =Did not meet success criteria •10' • 0 50 100 200 • .- / f +! n �.l of • f -. -. ,. . ,• 0. ' {* Feet MOEFI a2 @W updatedEil7 _. .a'' i ,• *i. } I* 3 CLearWater Current Condition Plan View (CCPV) Polk County, An EnviroScience Company a MonitoringYear 2 Sheet 4 North Carolina 145 7th Avenue West,Suite B Hendersonville,NC 28792 Figure 4.4 Harmon Dairy Stream Mitigation Project (+1- 22.28 AC) ti , . \ 441* Legend ' • , Q Conservation Easement(22.28 AC) Fence Line Er • ' ' rt Project Streams • Photo Points(PP) • , t • * 4 • Enhancement I Low Density of Planted Woody Stems .4 r,r '' �; �. i�/, \ • - Enhancement II i{. - / ,,'/ /,'/ .- nil Invasive Plant Management Area 2021 . . . •.. - • ._ •., :. . - , , , /,'.'..,.''.,',', \ - Preservation ���/��'�/��'�/�;,�/;i,�/��i� \ Restoration Permanent Vegetation Plots (VP) , ,,', ,'/, ,'/, ,'/, ,'/, ,'/, ,' ,- \ -Did not meet success criteria �, �, �, �, �, \ --- Crossing /'� /'� /'/ ,'/ ,'/ ,'/ ,'/ • - Success criteria met /,'. ' ,/,'.,/,'.,�'. ,'. ' '., '/ _ MY 1 Bare Areas � ,� � , � ,� � ,� � �,/ , ,� , � , � , � ,� � , ..� Y 1 Temporary Vegetation Plots(TVP) ', 22,/ "''/'/''/' — ®Gravel Crossing //'/�' '/;'/'/;'/'/''/'/ ,,':, '/'/�'/'/''/'/''/'/�'/'/'' ' / , liSuccess criteria met ,/, /,/, ,/, /./ / /, /�/,./�/, / / / / / /, ,/ -Cross-Sections - Did not meet success criteria '/'' '/'/ '/'/ '/'' '/ - ",;-,-*/,-,-' '/'/ '/'/ '/'/ '/'/ '/'/ '/'/ '/'/ '/'/ - • • Q�i�^Al °�- �� UpdatedAA7 • '//'/'//'/''/'/'//'/'//'/''/'/'' /''/'/'''/'//'/''/'/'//'/'/''/'/''/'/''/'/''/'/''/'/'' �/� /,,•+i ,,/,/,,/,/,// / '.� /,� ;22, '''72,7,/,22 / ter. ' - - _PP-]~0C'- ;,'/, ', -\ 4Alirf.,'tl • 7 It'. .. ..x.... . . , ,„,„,,,,„2,„,„,„„,,,„2,„7„,„.„,„, , ... . ...rif _ .., .. • . . ..,..„a - , , ,,,,,,,,,,„,„,„2„„„ . , ,, ,,,„2 , . 4., • • • J • - • -g# -' - 1 _ • ,y- ,� rt+'4• ,!#fiy _ �... r ,, V• 'H. r, '#.-, # ytea- •r i - ' • ' ti'} Irk f ' gY + ' '� •.7/ I.. - .0,..,. .)- , ,,t. . f N 1- - , • - . .- . 114. . -,."..?h.'" . ..,--, e . . et i14 .. •r ..7- �� / 4 * .[ - - k1 T. - . . - - - - ;ti 7� � 't '- - - % _ - � ,4#F' . .cam✓�•_.__-�. _ - .. - .-.. / `- - , if. ., - - 0 50 100 200 f."' .', / ;. :` ' / Feet x 0.PP-22 1 / - - - Aiii. / _ CLearWater Current Condition Plan View (CCPV) Polk County, AnEnviroScience Company � MonitoringYear 2 Sheet 5 North Carolina 145 7th Avenue West,Suite B Hendersonville,NC 28792 Figure 4.5 Attachment A: Recorded Conservation Easement • Cr 42) CV) �t )e .PC.',.. % hAw e / I.D.Scott Bostic Prot...4mo Land Surveyor No.L-3601, D.Scott Beare erfly that Ills Riot erase STATE OF NORTH CAROUNA , +.•� Y F;e c tits to Co.ex more of the following cal latl�ca[ee thus, ones my euparel from en actual Survey mode COUNTY Of POLK el �" .P.e / pr O. Yoder nor x S NOTED), (deed deserbo n1 monad in I �^ ,1}_ f '�'I' g •AROM•C wowe El O. Oct this Mat 1a or a survey of another category, sum Back A5 a sly hellcat.cast Me bauhtlohor not 1 T thOt 4 A: T,'E r*%ta52 / aocA as the recombnation of eciet:iq pwcNa a fry yat , undedrlin d, ea lED, cam Rexeu plot t of Pals .0 M.a;NIl/15]i court-ordeed survey a ether esceot,on to the o lien found m Dad,atA NOTED:Oct to County ly that Na mop or pnil to vt j Y }-: M s.r.f/tul / dentition of eubd'Helm titre Mat of.aseprepared ion as oIn cteortland is 110000, ce w with G.S.of rryuiremlwts for Ion h affixed meet1 ell e[s[um.y AA 11. 41-30 of am.nced wlteasa my original a allure, V� ►�L 1' .if D.SCOTT BOSTC PROFE59 LAND STIR req ilrectlm number Ond veal LK. E day J� VReI 1 0}-�._e1@YYJ'___A•101], Re IR3 6 1p' l Linens.. :DI Nr p Ne �'.x[F / [Firm Lk...Na P-11l8] N 9 .]lRA \ _ .� . EMIT OPNORTNCA402.LVA I EIP ;;4•� LSS'40 Ps0 Co•es, (fnav) ,p r� s� T1fp Mt.M IPyi.ar.fn..* I^e1•' __ _ SEAL (ry�.r,for Penni the�-I ` N[GS YONLMENT.,....ETfE'-�—C7 Q lr39al / sPJ-LaK[ •/ t4•tr,anon..: O .0 VVV --- '�S.Si.l10.£'lpyli2Q,b xl A.I....��, ,"g -I.1:i.1�Y OW•1(ROte}4C Nc VOLO =� Co"P"' \ '��`1r/eNrrwrl Pow*sas llcc�aa.e.s �^ CO 19 ;e' ` E>S'89 Ja•E 1 ,,1'T,..BOS.'' �rQD !t�' � :wx.xX i00020.l.n L Q iP Cf4: ., n, rear ascawmel Ce� _ / Awie.elem. §I1N L C' NIP/(/ sesa'SI t-,N? 1 TO N N • NCI o �i�NNGNWii \ 122,82' B'19.g fl•..ee.7 W S 'l. 139,11' _NIP S l d_ EIP L. 0W0.•�eAhv91 i W na wxy. n.rY para.�e..a.a rya aeae:Px9-4 S m e a.ppkN.KeAIaH alp �. -nal ce Pr19-4 ?w ry a•.. Mw.Oe-[%nt PHASE 1 CREEK `its. ' NIP CONSERVATOR AREA f (-...) 157,4E0 Sq It Y'e' C/ V NIP` 9ca•e i t t ].E4 Ac. `7 ([Rae) N Rtiry�R• s63 ayes z`l` C s,''% HIP m /�'3r. 44 Ifreyrl II Y f / ..NIP NY NIP N83'11m �� / // 01,-*0 tey15 'a t.w. ��F 5"ig6 ( on y) 1 0 :*1-15 / / 2H1 d�alence) •y.NI ryas R.nn // • NIP(�'r.earl lq•ie was MoxLwwT•9Kkx•N• r.p arc / n' "� tewt.a c oai ease Pi S (f�e.l '4B>)Q.`J' ties NAP WOOL Sac NC nor) .%P •�'w - y Not..nos ac Cachet.. 95,42' EIP ?/� Tte i NIPN9a"s4 iz'w 'NIP Tao N 0.6 t092000 ,e,.ys rn (fr.ae) 7-7 r a gewnL / / LEGEND '' / y-e� • FOUND IRON PIN(EIP) GCS// 0001.0 eN[IX9 SURVEY FOR V. • CSETLASP IRON PIN NIP) ASKS NAN h.,aw HARMON DAIRY • Pear Eve p"„ n„ PHASE I CREEK CONSERVATION EASEMENT C Q NAP_OR RAYROAD SPIKE 'TeeterEASEMENT AREA YES ON THE LANDS OF r-t� HYDRANT Ala HARMON 6:NAMES ALAN HARMON �•'• TELEPHONE PEDESTAL(PED} DEED BOOK OB-E PACE 231 /1 >$ LlGNr PqE alp LAMP PARCEL NUMPER PI t9-A Q GREEN CREEK TOCNSHIP,POUT COUNTY,NC C' `TL IITRJTY POLE PEED:I.GRAUOSTOT E.LAND$ MAP'I.CRAVDSZDS WATER VAL l£ \ DATE:JAN 23.2017 CZ oN MAP,W 23051 HARMON DAIRY CREEK CONSERVATOR EASEMENT w wa7ER METER(ern) GRAPHIC SCALE d pi OAS VALVE • CO PM .oa m SERER MANHOLE O.,OEAII u.a.£KC)E 'ou E CONCRETE MONUMENT P rill e ••• NOTES'•E RiCN?CC WAY MdaUNENT e..e,W6A/20te I,Rand R Ince,.apPra.fr,.t,ale 1 INCH -. 100 FEET ¢�', Q 5r[ww (tact T..) M' Im Pao0efly Use 2.P.litt•Oa Mts. la ws.m.of•of rsed r Adpinara(surwrim7 utIely easement.,moo dot.of say wee • — — —Ad)einer4(rat surveyed) S.u�dra..wound ouna pneiaee..alee.ga..«sae line.im E r a _ g r PROFESSIONAL SURVEYING R nl or Ica, .tea aea.pwwe M..tAe a,....not r Ise al.O Knot al this boundary.arrx `:� UIr11y Lines Npl£:TO.N.a Tv PH Nlr.natW EN*n..e,I. 4.Na Craws Locals Mein't.0.the..how, [ORM DLENSE NO,P-113E] Q . ASpheli r I's eyes sax Inl.0..0ram.auen.na.0 e,Inc. s-Ns sOtT era.pwraened.Newt th•a...4t zrM N_MAIN STREET I� Gravel a use miss!a d.mv.ma caw n.t II w cmam,.e 1 a 1:tH*mad, P.O.BOK llel 5s •...rye.a Lad,aoyltei.sr•onecotr. CZ 6.Property is oubect to whacks and r..Yic4w RU1IERFOPt02ON,NC 28139 . _ raeenma or record.ifagli here PHONE: (1325)-287-7059 Cc a.1 0 d ON 0 C ESS a _---- C C CC Paget of 1 NCGS Monument"DILL" N. N. 566.363.27 I F= 1.090.900.1 7 ,�Chennee Rd �`��ti tCAf!1��� 1 Cameron S.Baker certify that this plat State of North Carolina State of Noafh Carolina,County of Palk tfwy 9 J �� �� Rp �� was drawn under my supervision from an actual survey under County of , f '�p� r- !� ;�pQ,pafess,c .�2,j,i my supervisions(deed descry Ilan recorded in book 426 rfiled for regfshatfon an ttre�day of LCt 2Q1� C P 1, + _ Rem' of Polk Caurrfy, Co i • �' ¢ ( •, F;, page 580 •)that the ratio of precision as calculated by at�' �o'clock lL M and recorded in tfarmon,Dairy Ln '; `� SEAL latitudes and departures does not exceed 1:1Q,Q0Q and that certify thdt the map or plat to which this certification is affixed P. 51TE = L-4920slide I "Alt fOo�D in the officeof the this map was prepared in accordance with G.S.47-30 as amended Meets all statuto requirements for recording. th Hw i r e= Witness my hand and seal this, day of ,20 03. ?i N * a: �r ytY lei ra Rd - i c'q'•r?'su zvf;w�� 1 I'\ •y� �`r� Re inter of Deeds of Polk ,Caen r."hFRi3N'g_6A''.s� ?j1jilLe.. .- Review Officer Date I b J�f� �i fir 1�� �i erp3FTee�sV � NOT TO SCALP �riEtitiI o JProfessional Land Surveyor No.L-492¢ By: Deputy 101 Vicinity Map 2 1/2"IPS\I N= 543.710,05 i,Cameron S.Baker E_ !,067,06 7,54 Ls U Professional Land Surveyor,certify that this survey is of another category,such as u, recombination of existing parcels,a court - uti ordered survey,or other exception to the 5 r defin' of subdivision. 563,k � p - +(]�Jd� ° c,03� cs Profess,n2 ar ud urve L-49 0 y w 6a / isi Global ePositiornial A9 urac Of The RTK DeSystem Certification wed Positional q0 I'a ' ^zy - L21 L27 Are Tie Lines Y °�� AREA I -— _ � �' / information is 0.03'Horizontal&0 03'Vertical 02� 1 \ /6 ' Lire Bearing Distance 46' LI 504°I6`25"e 37,67' �� f / / Of Horizontal Positional Are Referenced to MD 83(NSRS 2011) f �" L2 S 20°25'55°W - 1 15.21' / ' / �, ^ __; ,6°1g'2' L3 5 06°03'59"E 7.1 9' Vertical Positions Are Referenced To IVAVD 88(Geoid 12) J1�_ - L4 S 63°12'52"W 90.62' J / �~ - L5 S 82°26'13"W 140.E2' Combined Factor 0.99984087(Ground To Grid) f _ �f+ - L6 N 46°00'40"W 117.5 Equipment Used:Carlson Supervisor+GPS Tablet 0.// r' ' S5'�' N 82°3!43"v" 1_7 5 35°46'441'W 1 25.46' 2� 3 �� /' �', L8 N 06°03'S9"W 83.39' / L9 N ZO°25'S5"E 7.80' 0�� /r, f A��L� L I C N 04°16'25"W 54.22' „,�/ LI I N 84°39'48"E 134.85' ,9'/ /r!L12 S 23°21'02"E i46.84' // lL13 5 39°42'48"W i 70.11' rr------ N., L14 5 66°3I'20"E 139 77' i / L15 5 24°47'46"W I I9-61' S� ' r / zi/ 1 5 68°1 305"W 1 os.o5' ° 1�,1 `y ! LI7 - 5 72'30'34'W 144.60' LI 5 N 42°25'43"a= 118 55' `CO i F �Sh 2 L 19 N 23"2 I'02"W 147.59' °Z r L20_ S 2 I°38'03'E 158.75' ik� �l I ,h' s�� P17ASE 2 CREEc CONSERVATION AREAS: ^L2 5 0O°18'32"W 35.20' `� L22 5 47'45'071'E 90.34' f/ � AREA ! = 7.07 ACRES L23 S 42°49'12"W 151.70 / /.' :( Ford L24 N 35°46'44'E 3• 7.47' AREA 2=2.27 ACRES L25 S 13°03'30"E - 2• 5.17' h/ ,I I , /A L2G N 68°2 I'36'"E 25.0 i' r I AREA 3= 7.78 ACRES L27 N 72'30'34"E 142,93' fit°/ ,'';X 1 �' \' AREA4= 1.31ACRES D,/ 4 TOTAL = 15.43 ACRES nj / AREA 2 ' y , 7& - . � / VI t 3.- r / / ,,°StS� Spring \ 7 / rt 24"CM? 0_„,... -- AREA 4 „-------// rr ...\ / • • ski 25; /rP / / ti / 8" 11' V �� 334 . c 23 / ` , / 9 "9' -- c\ cs) --- ,13.10:' - � / 5 �. Phase I Creek Flush IN/Ground L 1 1 fi/ S' L26 f c?� /r �� 23p'0 r� Conservation Easement �� 1� r„Vd / ��\ 5 68°Z 13Q / P.B.F Pg. 794 __ ` /�/ • ��� Ford �v+` ,�41 -,� `� J �,' ti S6 ° i / �_ ` eg�t2/,. / Illll�VUOI IIIIIIII'IHhI Iilll1I0Illlllllllllllil llllllIIII l r Doc ID; OD468523COn1 Type: CRP Recorded5/3'EIS s��9 , �5�yi f+ A /� / PFee olk, NC 1�00lPage I oi2018 at 8 31:Cp AM Flush W/Ground `� 2� / Sheila Whitmire Repieter of Deeds N= 542.451,54 \ SP'� / llcCruwefl i O�O 1= ! C184,652.80 ~ \ °3�' P.B.?�5 P�767H 0KF PG 1 �� \ 6� �'` / A.A E,Py.123C Pin:P119 59 ��� 9� r _ �7°47'oE"E 2s4.3a' / ` / t�� / \ AREA 3 ` \ , '''''''7 / 4\ Spring t, / / ,- ', ` /+ `� L} �`�0 3� ; ./ A PortivpoF that Propertyasdecribed \7 W ` � � Efs(In Stomp) ira n R k?F Py.5fl0 o p� - I "" _ �� \rGlS(In Stump)2 Notes: !5'9' � 1i 25 0a ` Proposed Easement Survey Df. I. Property is su1iect to all easements, restrictions and right of ways of record. ' 1,_ \ x ° 3k E Hdrlt7all pd1Yy —�30, 2. The locations of underground utilities are based on above round structures rU �� 72 Tnd record drawings provided to the surveyor, Locations of underground 7�°33'37,„�_ N \ Phase 2 Creek�D175t'1 Vat1017�.)5ef17e/)t utrlrtres/gtructures may vary from locations shown hereon.Additional 45rQ 3g, 17 -Owner- buried utrlrtres/s,ructures may be encountered. ~ � L Jandy Land Company LLC 3. Surveyor has made no:nvestrgatton or independent search for easements of record, , LIf�5.&2' \ 1?8.426,Pg.580 encumbrances, restrictive covenants, ownership title eindence,or any other facts that �A„`4i 2 \ an accurate title search may disclose. Fence Post_C ,°30 4.The certification of survey and plat was prepared for the entity named is the title block _�1 �" \ Pin:P119-4 hereon and does not extend to any other entity, unless recertified by the professional land -- surveyor. Green Creek Township Polk County, NC 5.All miscellaneous surveyrelated materials, includin but not limited to,project plans: la`LfO deed and ROW research, maps, field notes and data,greports, record title report-, l \ D:B,752,Pq,MD.'1 fsurvey PP.6.C,Pg.977 \ calculations, working drawrnge, estimates, and other materials acquired and/or prepared Pin;Pf19-88 Pd 0 L-5 by the surveyor as instruments of service shall remain the property of the surveyor and assigns. I \\ Legend: 0L51 P. This drawing .not vIlid unless the original signature and stamp are attached.Any reproduction or variance to this survey by electronic or any other means are+rot to be considered issued by the Ridings \ SIP=F.iskng Iran Pipe or variance surveyor. ,J P't'' 'Pg.at! EIS =Existing Iron Stake ASSOCIATED LAND SURVEYORS P.B.F Pg111 76 & PLANNERS PC. 7.Area by Coordinate Computation. �' Pin:P11[)-74 \ 1�5- i/2"tIro1Pipe tSet P.O. BOX 578 * HORSE SHOE,, NC 28742 100 0 100 200 300 r r i =Unmarked Point, Unless Otherwise Noted 3rdinys l \ —--— =Centerline of Creek 028) 890-3507 NC BUSINESS LICENSE NO. C-2774 D.R.394 Pg,35R 1 - —=Proposed Eseme rt Ones GRAPHIC SCALE - FEET A P Py 76 1 CM?=Gnrrugated Metal Pipe sew 1 Inch = 100Feet DATE February 27, 2018 r Pin:PIIO-76 tiKw Na:5-17/81-HDCE mil&Br CSR/ASH cdu ZS Book:F Page: 1020 Seq: 1 Book:F Page: 1020 Page 1 of 1 Attachment B: Cross Section Comparison Plots and Photographs Harmon Dairy Stream Restoration Project Geomorphic Monitoring Cross Sections Cross Section 1 - UT2 Reach 3 STA 13+26 891 890 -MYO MY1 889 MY2 ▪ 888 -BKF 7° 887 m , ai LT, 886 885 884 N 883 0 10 20 30 40 50 60 Station(ft) Cross Section 2 - UT2 Reach 3 STA 13+66 889 888 -MYO 887 MY1 886 \ MY2 —BKF c 885 0 884 r w 883 882 881 880 0 10 20 30 40 50 60 Station(ft) Harmon Dairy Stream Restoration Project Geomorphic Monitoring Cross Sections Cross Section 3 - UT2 Reach 4 STA 28+73 854 853 —MVO 852 \ MY1 851 MY2 850 — —BKF 849 — \ m J 848 847 846 - 845 844 — 0 10 20 30 40 50 60 Station(ft) Cross Section 4- UT2 Reach 4 STA 28+80 854 —MVO 852 —MY1 850 Nhiabs_ —MY2 —BKF 0 848 — in v 846 J 844 842 0 10 20 30 40 50 60 Station(ft) Harmon Dairy Stream Restoration Project Geomorphic Monitoring Cross Sections Cross Section 5 - UT1 STA 7+20 833 832.5 — —MVO —MY1 832 — —MY2 ▪ 831.5 —BKF C ° 831 a CD a) w 830.5 830 829.5 829 0 10 20 30 40 50 60 Station(ft) Cross Section 6 - UT1 STA 7+51 833 - MVO 832.5 —MY1 832 —BKF c ° 831.5 ra ai 831 830.5 — 830 0 10 20 30 40 50 60 Station(ft) Harmon Dairy Stream Restoration Project Geomorphic Monitoring Cross Sections Cross Section 7 - UT3 Reach 2a STA 104+59 912 911 -MYO MY1 910 -MY2 w 909 � -BKF • 908 ra w 907 906 905 904 0 10 20 30 40 50 60 Station(ft) Cross Section 8 - UT3 Reach 2a STA 104+96 911 910 -MYO 909 -MY1 -MY2 ▪ 908 \ -BKF c � 907 ai w• 906 905 904 903 0 10 20 30 40 50 60 Station(ft) Harmon Dairy Stream Restoration Project Geomorphic Monitoring Cross Sections Cross Section 9 - UT3 Reach 4 STA 121+34 852 851 —MVO —MY1 850 — MY2 849 —BKF ra v 848 w 847 846 845 0 10 20 30 40 50 60 Station(ft) Cross Section 10- UT3 Reach 4 STA 122+11 853 852 —MVO 851 —MY1 850 —MY2 —BKF c 849 0 v 848 847 — 846 845 844 0 10 20 30 40 50 60 Station(ft) .•-'.-N' .---''44.1:7 V •,;1:.:N: -:,..,• ,,....;47;-`.. : :,'.•;'. ' '• ', '...,,,,rtiS.il',..-1‘4.:• •I.:-i-•'''''4$7...t1.''••. O - * ' • h*It tA 7n' •'ram` `- tf 'da'`W�� + • r 4 �, y-z'• 7 "a�L" +; r. 1 4... 9 ,,�vfc'...•wf g01�1 Ll °. . • Cross Section 1- MY2 C Section 2- MY2 ross C`, � ,1 - • '.',,=. =: '- ;_ _. by.. " .ti''' f'.: , . Cross Section 3 — MY2 Cross Section 4 — MY2 Y • `$'1 �5: i.�s �,. =::i�. .��!..f. g.��� _'... _ fir. ;�.. •� • . ..- __ .,. .. 'i'T_ • i� �•�''' $ly ,y�c.�._� �7..O 2021f'1,3y3� 1.. ' •"t• r •.•0 • , ' • c••J • 'r am,? �`-•.,.,_'v ••• • - • Cr.r "��f'• �?t' !I •. :. ''.4A-V Cross Section 5 — MY2 Cross Section 6 — MY2 Harmon Dairy Stream Mitigation Project page 1 of 2 MY2 Cross-Section Photos (7/30/2021 and 8/6/2021) 14, 'J, ,„ , ,- cry' •'� :'., i.'?t' ....e" fr_ .: .:...,. I is • .:,, ,,, '[-:•.•: ,:,:; ' i 4..•.AW. 0 ...fi.. y`k ,•; y P'ti #k":.:: ••y x ],: P, is rn:♦ Y: '-".M•.•' '` ..• • ! ��. .,�..Q:.d.'11 try- .�'r_ ..tkW.1.: a "J• '-ter-.', .4, .,- ., y lf ` .. , ' 'OQi6.720�23/- s 1' } �.'11 4l a -: Cross Section 7 — MY2 Cross Section 8 — MY2 ,. ; ifs..r: -•.. ,':" "� t_.• Y ..,,..it; i 3 / x. .:yy ( , 7. 3.. � [ F. • _ .. :.1 S• �''-. ^.fir gip.• _ ' / [ s r3, rC'°,•Y,x • � qr .�. • . ; ' %cE'tr- _" ' a., , 405. i� 'yrkr..�/ �' 4�N� b �1 a '� .ter 's f•,' 1;44 _i L: is }c.�� .e. 3, 3 yfk'i ... '. awc ]YII.:.1."¢. Tli,- '6, . '.`V. 5 C�, _ i" ..f �. ,'° .:.. ''��r' 1.0 :mow, . tr- • t m._ 7r�- ! -i. 'f <<� r �t`.F:.;:'n 'W iiL 3�`i�.n i Cross Section 9 — MY2 Cross Section 10 — MY2 Harmon Dairy Stream Mitigation Project page 2 of 2 MY2 Cross-Section Photos (7/30/2021 and 8/6/2021) Attachment C: Vegetation Data Tables and Photographs Vegetation Monitoring Plot 1 MYO N Vegetation Monitorin• Plot 1 MY2 a h / , \ FL ` -- V 1 T \ - ; - \ Vegetation Monitorin. Plot 2 MY0 Vegetation Monitoring Plot 2 MY2 dIIIIIIP • ti. - 1- 5 : •- e ." i'.- • e ups•i Ec ,,� w Oft4 14,1 : ' Vegetation Monitoring Plot 3 MYO Vegetation Monitorin. Plot 3 MY2 Harmon Dairy Stream Mitigation Project page 1 of 3 MY2 Vegetation Monitoring Plots (9/16/2021 and 9/17/2021) ___ ._. iiirnill , . .4,': - ra, •• 1 Y _ yr ': SNtio t ' ." t s , 4. .n- i ° —< illO ds' ., x'` r>. ,. 3. .F., ?.` "�.k? ;s,F' — - f - - - 1 •a r' ..."k Vegetation Monitoring Plot 4 MY0 Vegetation Monitoring Plot 4 MY2 Ni '` :`. .,-;...0) ,,, " °,.'-'1- .-"›.. " ' ' .-- ' ,_ ce 4;f$ i . t , y r7 t F* r` '' to y� 'IT.C-- - ,. 4.,1-41,44,,Irl` 4,kw-lp °.Y.N.,.."., --kr;:ti:-.,, It,--....-.---- i ,., e -,v;,, Cs. ` ',KA :l�i r , z' '•. 4 fie .1_A 7 - ,�Y` �* vt .a('x � '''4'�3 fs _ t '� Vegetation Monitorin. Plot 5 MY0 Vegetation Monitoring Plot 5 MY2 , 4 � l , r. tll� :€ rI - 5 • . '6'1 ,, -'! '..,;•7„ft ,,••- , - 4,..",..,': c‘ '14.,,,1*. ,t,;,4;,-:. r. ,..1. , 1- ; - ---/, ytt,,t. , 12.itr...„,13......,,, „2 ,„ . . , ... 04 f,--5".' ter'4$ ,:V°L S .i "y" C.W.. : Vegetation Monitoring Plot 6 MYO Vegetation Monitoring Plot 6 MY2 Harmon Dairy Stream Mitigation Project page 2 of 3 MY2 Vegetation Monitoring Plots (9/16/2021 and 9/17/2021) e , ate , t` IN ` 4 4r, . Vegetation Monitoring Plot 7 MYO Vegetation Monitoring Plot 7 MY2 Harmon Dairy Stream Mitigation Project page 3 of 3 MY2 Vegetation Monitoring Plots (9/16/2021 and 9/17/2021) Attachment D: Visual Assessment Photographs • ..2_., � \ 4- . ., :F _< ` f - x t. y O711 i7�1a2Q19,it-, . fi t ' — r�: Photo Point 1 view upstream MYO Photo Point 1 view upstream MY2 ~ �f � .i " � � � �C''S, A.,•'Sk �pit i 4 Y� f 1 y F 1 �f Fey 'Yj L : F" t „ �, -1� dip �, f � .-1/4 ;''' ''A'''(-;4-- .'''fW ' .6".7 ' ? ?,-,- *i''-.-4. Y.',,- -.f '''' - 4 ,, - ,- - R t,£ .r_F_AA .... Y > 41.,-, V5 F sr^�y�r- i� r.0 k �� r Yet. _f • -,1171 149 1k 21 1gPhoto Point 1 view downstream MYO Photo Point 1 view downstream MY2 i pxys - / 1. t,5 ; i J1:R- 1t ^{ �', ,S ;:--,,,.f4-.'P.-•$75...:.4-.-r-d..:X,„.--' F-5@+ y.J, V. mil' • 6 „` `YX _ ' ''s. _ c4'f "�-E � " I 7j '' .;�' n � 07130IP021 1I:19 Photo Point 2 view u.stream MY0 Photo Point 2 view u.stream MY2 Harmon Dairy Stream Mitigation Project page 1 of 20 MY2 Photographic Documentation (7/30/2021 and 8/6/2021) _:r^ t 5i•v-• "s S s* : "w'�• _ r • ?: .crs r.,,.G, - ?+� '.h`L 7.y�� ,__ `e tr-------"--'if.:77_77 I � t y; €s { • - - , . } , '°' , , sk +fir Photo Point 2 view downstream MYO Photo Point 2 view downstream MY2 4{ - y !4 j F' • . �� .�: " 07'/171cu1H 1 ,7'9 , ? :d ila o] Oi 6 S n J 1 6�. Photo Point 3 view upstream MY0 Photo Point 3 view upstream MY2 ' �. �` _ !� }r \ * ��r � i„JP ham- . ••. _ 0 _ a _ 07 f?Pr2r1 11 29 '4. ,ter Photo Point 3 view downstream MY0 Photo Point 3 view downstream MY2 Harmon Dairy Stream Mitigation Project page 2 of 20 MY2 Photographic Documentation (7/30/2021 and 8/6/2021) ` a,`max , n ., ea• •!' .aa • :.:f. ^df f. '� Tti.A a !�•r s , r s=•o- �' �vF n i .. Photo Point 4 view upstream MYO Photo Point 4 view upstream MY2 v. ` ` - F .is N �� � 1� 4e i R, ,. :Syr;:; p.n ' _ 0�4�i1���tig �� 1� ' ,- u�,MD;2 �1' Photo Point 4 view downstream MYO Photo Point 4 view downstream MY2 i-^ a , y w' 5„ 1 ''c- it $ x` > �'..' . - M t is ++. '�`4 4 - � '2'+ M G` - : r, i. 1 1 -- 9 S g R Z Photo Point 5 view upstream MYO Photo Point 5 view upstream MY2 Harmon Dairy Stream Mitigation Project page 3 of 20 MY2 Photographic Documentation (7/30/2021 and 8/6/2021) '' ''' ' i4VI" ' 1 ,,-7* 16-4.4_,, ,_ ,„,.44 - 4 • - 'R deb .A 11111111111101111 _ ,s. p•- • Photo Point 5 view downstream MYO Photo Point 5 view downstream MY2. PP5 was moved approximately 50 ft downstream on the left bank outer meander bend during MY1 due to vegetation blocking the view of the stream channel, , 14".,-;, '-", -14 t 4,y,.., ' i'•4.- ' ;$, . .` , -`, = 1 ; ,;y;,'--"r;%-b-...-sA..,,=,; F 1� ' � N A r f Y: , , 67,1 , .'-:...i?7,.:,j,::, .,,,,,,,l,.:-.Stil,,..4,7 ? c ,,,‘%,::1,71.,'A,,„tiy.11,1t,t1;.'",:',1 , / * , 5s„. ....- .,. r_.a.t.sma "Sg�eYn7S°I.' 'r..�-�N-.,x.:i. -- r���.�+lY�. :6f ���/��e'. a$ ,��.,:e:. �� Photo Point 6 view u•stream MYO Photo Point 6 view u•stream MY2 - '- .s---*- - -I'...' -7.1 -::*, -, ..'.-- (,,,t,‘-.',. )1. ' x- a ��. A Ay" } 1 Photo Point 6 view downstream MYO Photo Point 6 view downstream MY2 Harmon Dairy Stream Mitigation Project page 4 of 20 MY2 Photographic Documentation (7/30/2021 and 8/6/2021) _ N'{ k Photo Point 7 view upstream MY0 Photo Point 7 view upstream MY2 L r - . "--,w'a r- a v r +`" Q7 17120, 7,'W?32 it-03 Photo Point 7 view downstream MYO Photo Point 7 view downstream MY2 t' .ram, �' �� s� k. ..r f.• • r :"ins 'tiw'�,f'`: v. �'�'�.-J e n - -- • 2a19 1 Y' •. Photo Point 8 view upstream MYO Photo Point 8 view upstream MY2 Harmon Dairy Stream Mitigation Project page 5 of 20 MY2 Photographic Documentation (7/30/2021 and 8/6/2021) • lti w k rt A f f F-_ caeF• - +! .:' r S � ,: .. c. K� 0711712]ly 1359 ve Photo Point 8 view downstream MYO Photo Point 8 view downstream MY2 `i`a V 447^r y"Y. a ;ae F l :-,: 3'7t, p- 4c'' �, �Fj� � iw ma -.• ; A - r.e� �`" �ir'1 � i� .,r,� Rom° � ,, --- _ ,� - '� gg� L f ,zas 14-oa � : f L Photo Point 9 w us Photo Point vie 9 view upstream MY2 y�+ip treamMYO�+ .. q 01 A 403 + � C�l{1 791 �21 13 04 Photo Point 9 view downstream MYO Photo Point 9 view downstream MY2 Harmon Dairy Stream Mitigation Project page 6 of 20 MY2 Photographic Documentation (7/30/2021 and 8/6/2021) c%�, V ^"�"V!'4^ Y. l � - .1. , ...wry c4E_ a Y s t� 7 } C�3 �' a � - ':. r tv Photo Point 10 view u YO mpstream M Photo Point 10 view u•strea MY2 ' "4` ,,,,y .1 Photo Point 10 view downstream MY0 Photo Point 10 view downstream MY2 r ^ " �� f rtv p !!!! 1n . eY z Photo Point 11 view upstream MY0 Photo Point 11 view u•stream MY2 Harmon Dairy Stream Mitigation Project page 7 of 20 MY2 Photographic Documentation (7/30/2021 and 8/6/2021) =' Y '' as p i a k f r. - ' .ter  ; �� YC" 4q., 4 - ��i'" 'if q '4'' D SSA E M 'wti,Fr'', -4.0,-.A.,4."' ' . e''-'' '''''1-'ii-itt;„. *1:76, ' -.,' :.,;::7:::'#4,,,t::::r4);: : ' . ' NSF 4 7r1i1cG 1 14 10 11 �,Ha .i;'c sa ,." a . Q7�f9pl l�l 13:r .y-"r$ _ Sf a4 ,y" _ a�d,+ r " .''"-• :14114::: �YF 44. � '. " Fr lrr� .� isa[. 7' Photo Point 11 view downstream MYO Photo Point 11 view downstream MY2 F • • t s- ' ' �4 '61 } `Y- O"21+2, `2fi' Photo Point 12 view u•stream MYO Photo Point 12 view u.stream MY2 b :7. , . vx15j k 'o OJr1712G1� 1� 1� ' .. .-e- 6'l331 s• .7.'' Photo Point 12 view downstream MYO Photo Point 12 view downstream MY2 Harmon Dairy Stream Mitigation Project page 8 of 20 MY2 Photographic Documentation (7/30/2021 and 8/6/2021) F w y .. !r.'.`fry .�_. L E - 4. f T a r'.� -:,;.s--.07 1712015 14—20 Photo Point 13 view u•stream MY0 Photo Point 13 view u•stream MY2 41111F 4t --';'".4 Ni''',OT‘''''' t :',L , 'SOK „. W,...ki....46,1,,.. l,r '44 v t i..' '' - '.4','-'-r" — .011 '7.44'!"' - .I . ' .'" . '' ' ,..r --5, zt .44.', _.,.,1,i !�.- '{'OF7130!2021 13: ,, .. - 1 n•-47 .-. }: Photo Point 13 view downstream MY0 Photo Point 13 view downstream MY2 d, Mst fir: Astir �fy :1k:v. Ip 4 l: ' Photo Point 14 view u•stream MYO Photo Point 14 view u•stream MY2 Harmon Dairy Stream Mitigation Project page 9 of 20 MY2 Photographic Documentation (7/30/2021 and 8/6/2021) ,...:: tli.Aii, 3? ut514 ?= Photo Point 14 view downstream MY0 Photo Point 14 view downstream MY2 * 4,.' 07130�2021 113-55 Photo Point 15 view u•stream MYO Photo Point 15 view u•stream MY2 p li? �. Photo Point 15 view downstream MY0 Photo Point 15 view downstream MY2 Harmon Dairy Stream Mitigation Project page 10 of 20 MY2 Photographic Documentation (7/30/2021 and 8/6/2021) • k _,c if g€:3 y 3�a ,V- h. �'. ,,,R� ,� 4 r* 'a •a 7•. ,.- ' 'It . •Yam^-4' r., A 12 4 47 i °" �/� 'ce+ , f .a: .4 vY. F n "i f'S A Y 3%F.` .A •` 'r�9`.' , �f .r.',11.' "iNro"'1:::iltig:', { ry ��F . � `�'"" h mot` . ,,L,f1?:j..7.,:..,111,,e.,,,406,,,;;4;r11,1,-;„,:t:e-:14,x7v.,,,..7,,,:::p;,14;:,,,,:,,,e,,-.,?•':,, ,'-... ,_. . - ''s Photo Point 16 view upstream MYO Photo Point 16 view upstream MY2 r i Y j y BLS Photo Point 16 view downstream M▪YO Photo Point 16 view downstream MY2 J "il "'' Cs.�+� ,�LI S{\•d ar 1'f' AJ'�▪4L . wk.' ).r�• L'a ,Y � ,---• ., "' §� N_ �'4��• 'K'7' ''' ry ' `' ' ask 3' ' .+; ` �� �,. '4 ' -` ��`Fltr �; ., ,. .. . . vp • ° r # 'ram 7 r 4 �,fd •--. t. • - '' y'L^�{1 , r � �x • . `'s ) '`",,,Y. . i-;•.; � 'r „x „, ' tie �,s rr� T` � r����ray t� r � � �F •rT:�'.a. ti� �^a ;�' i' � �,. • ar. / ��"� .. • .,ly e'-� fl017 91,, 1 ;1„?4, ._ •'?-• �g rp F`w ,, , ',,t",;x ssi �'; ;5' `zi- -..!' v ._ " _ +s�aiF.:i �„ '.es- • ., :W '�,5,1411•41 '�1\� "i..k^. �'- Yst�P i�•T7Y-�r r, lf/8, ��.1�.. Photo Point 17 view upstream MYO Photo Point 17 view upstream MY2 Harmon Dairy Stream Mitigation j page 11 of 20 MY2 Photographic DocumentationPro(7/30ect/2021 and 8/6/2021) 4r • � ' rtr�s�_,-,- 'a we Kam° � 1 - r � ,ate . wyp 5, _ ca IFS t i � -;<,, am' ' . rr `' lk,t• �` t r x c Y rOs1 91�01 lq 3a v :ora., .a`I . �prn ' � � s AiF. f l' " tGt.. . 3 -'ry Photo Point 17 view downstream MYO Photo Point 17 view downstream MY2 --sr- -a � 9+k ' II _ ,,off I,'-, ii. -I +� sj '' . h :s5 1.3.� `£ pg ry Y'G •�i".r�1]-+ — t y• � •I�t . Y .. $" y �S �1' ya FY�r • --- fig ?i ..� ' Mph �^ sit �• . i r r• - t lc '. ' Fr "' 3s are . , r r y Photo Point 18 view u.stream MYO Photo •Point 18 view u.stream MY2 4 ' mir 1E Ye¢,,,, -r f �' " c s� ° o -` cfi em. ,` /D eia -� ` $A .: Li �r Y ,' ¢ t" l� r • .,1* r a {� P" i }�f { i 'P,t , a�x ,f ti • ."w b s 41 .; ]&l 2912�19 1} • • r Wit., z ' Photo Point 18 view downstream MYO Photo Point 18 view downstream MY2 Harmon Dairy Stream Mitigation Project page 12 of 20 MY2 Photographic Documentation (7/30/2021 and 8/6/2021) 4 tit ; " -tee ',4, fat ''''.\ 4 _n 'ef. • y' 14. -1 �_ t� .bin` a► . �f - — • 3-- ' *, , . i� > „ ®$7r25 1u a r. �q 0 Photo Point 19 view upstream MYO n 7 - `,111r ri i' i ' 'tit'VT F. ' - ''''' Photo Point 19 view upstream MY2 >� r �' " a i `� • iy . f Air 3 x �r F ' r � i f�., ,,, �';I .. i1 11..1 - i 4: .0,..,oer..: ...; te:,,, : i •• r 4 Photo_ Point 19 view downstream MYO Photo Point 19 view downstream MY2 �-• �, . ids �:�,,L1, _ 5 JTf' T�,. .- �rs '�c y Ye . £S- \ - S yr• 4. 11114, Photo Point 20 view upstream MY0 Photo Point 20 view upstream MY2 Harmon Dairy Stream Mitigation Project page 13 of 20 MY2 Photographic Documentation (7/30/2021 and 8/6/2021) s J a- �:4r • :ii . rt • ",.., - Jr r .. ' •- *. Ji _ � ' i 4-:-\a - • ?H- '• ` � • V~ Photo Point 20 view downstream MY0 Photo Point 20 view downstream MY2 + i.. y�'-�' tk- - ,af 7 jam y.. w► • A.'".., S ^ ' ',' � i w,. ,� s d _ „,04. Photo Point 21 view u'stream MYO Photo Point 21 view u.stream MY2 ..- '. ' S''. ,At'' :r-Ver'''.. ' , " r ,..„.c.., 4 . 77,14 , :1., _;..:.,......._:,. __,., _ . , 4:: ter, 'ems. z '' 1'-� :- i .-i - 44 ' . . ._`_ ..sue i_ A a, , .c., Z. .` r ,3 y° s fr- �?o- � :t 7 F " • ., :ii ix ;«r ¢• .1 . ,: tip Photo Point 21 view downstream MYO Photo Point 21 view downstream MY2 Harmon Dairy Stream Mitigation Project page 14 of 20 MY2 Photographic Documentation (7/30/2021 and 8/6/2021) r s - r n.. r ti rs 'er /440 01 4}e t410064 ; '±.+'cis-� '" :.04 F IF # a � �^� a - - f,•`•�,pt � '. U.2 1411 4Q, .. Photo Point 22 view upstream MY0 Photo Point 22 view upstream MY2 - s ia ` : . aR • - im �I �S r . - ki-, - , R av a y.ac=?•S tom. -?- * s'.-a •-p �. :• - v litit :i:- r Photo Point 22 view downstream MYO Photo Point 22 view downstream MY2 91-4• , ` •.• y 0 ,; ;* 7.---~ cis _ ,, W .._ oaiosizozi ,inriz • Photo Point 23 view upstream MYO Photo Point 23 view upstream MY2 Harmon Dairy Stream Mitigation Project page 15 of 20 MY2 Photographic Documentation (7/30/2021 and 8/6/2021) • 1 .6,..41,,,PA:M Wir:I., tj.-.41,1„:„._'1'.._, ' , �; -;� F ' e �, x ^S 3:-. ''. -l."--- � a• "p a� .. . i. • ,. .."`a a f s 7 Photo Point 23 view downstream MYO Photo Point 23 view downstream MY2 - . � T tii. 'Ft ? f l• R _ � `,�' �� r fir: ,1' � 7+4:8� � r ,,ems e - e.. F '/tl- ,.� x �� • �+ \ rya ioei.,,_ �_ � #,,,'y�` � ! - -�' • ri �I9 I1 v i t Photo Point 24 view u•stream MYO Photo Point 24 view u•stream MY2 n` L .N- aA y. '4 f -xH Z`+c719iL / d, Photo Point 24 view downstream MYO Photo Point 24 view downstream MY2 Harmon Dairy Stream Mitigation Project page 16 of 20 MY2 Photographic Documentation (7/30/2021 and 8/6/2021) ... yd N idµ ';'," - '. `; • i W f Y g'L k a ai 'a ♦ 9 • Yob. =-i � f irli-I Photo Point 25 view upstream MYO Photo Point 25 view upstream MY2 -• ,, Y' °� _ fa. "�F' 4 i- , g -- �,.. 1 �` Q8.IU 2 Mk�,4: , '1 - \ 5 i� Photo Point 25 view downstream MYO Photo Point 25 view downstream MY2 ,: _i �; r. I i f it Y "4,1 alt �,, ,s `� 'i`\ '' 4 (,?:', -ram 1' t , • $ r I� F v . �' ._,. rF, .9;. y ,f 4 -53 . s s, , ` ' 5 r. xl- i,f,1 ri.R.. I, To,*--,.. l''4., - ,,..;. .... ,4,..— ...,,,,w- hi..,* ._ , , 1 Photo Point 26 view upstream MY0 Photo Point 26 view upstream MY2 Harmon Dairy Stream Mitigation Project page 17 of 20 MY2 Photographic Documentation (7/30/2021 and 8/6/2021) • �}F ,JF J.; 44 1 *' i' * .- ,, 5' t y 4 ,.7 rf%, • J,T } ib 1{ 'jai 9i1 ..,, ..� a:'.^. xay. ..". r,. \ y' .. . . 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