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Home My WebLink About20171157 Ver 1_Year 2 Monitoring Report_2021_20220119ID#* 20171157 Select Reviewer: Erin Davis Initial Review Completed Date 01/19/2022 Mitigation Project Submittal - 1/19/2022 Version* 1 Is this a Prospectus, Technical Proposal or a New Site?* Type of Mitigation Project:* Stream Wetlands Buffer Nutrient Offset (Select all that apply) Project Contact Information Contact Name:* Matthew Reid Project Information ID#:* 20171157 Existing ID# Project Type: DMS Mitigation Bank Project Name: Shake Rag County: Madison Document Information O Yes O No Email Address:* matthew.reid@ncdenr.gov Version:* 1 Existing Version Mitigation Document Type:* Mitigation Monitoring Report File Upload: ShakeRag_100018_MY2_2021.pdf 30.87MB Please upload only one PDF of the complete file that needs to be submitted... Signature Print Name:* Matthew Reid Signature: * MONITORING YEAR 2 ANNUAL REPORT Final SHAKE RAG MITIGATION SITE Madison County, NC DEQ Contract No. 7190 DMS Project No. 100018 USACE Action ID No. SAW-2017-01570 DWR Certification No. 17-1157 French Broad River Basin HUC 06010105 Data Collection Period: April — October 2021 Draft Submission Date: November 30, 2021 Final Submission Date: January 13, 2022 PREPARED FOR: NC Department of Environmental Quality Division of Mitigation Services 1652 Mail Service Center Raleigh, NC 27699-1652 PREPARED BY: Wkw W ILDLANDS E N G I N E E R I N G 1430 South Mint Street, Suite 104 Charlotte, NC 28203 Phone: 704.332.7754 Fax: 704.332.3306 k rV WILDLANDS E N G I N E E R I N G January 13, 2022 Mr. Matthew Reid Western Project Manager Division of Mitigation Services 5 Ravenscroft Dr., Suite 102 Asheville, NC 28801 RE: Shake Rag Mitigation Site — Monitoring Year 2 Report Response to DMS Comments French Broad River Basin — CU# 06010105 — Madison County DMS Project ID No. 100018 Contract # 7190 Dear Mr. Reid: Wildlands Engineering, Inc. (Wildlands) has reviewed the Division of Mitigation Services (DMS) comments from the Draft Monitoring Year (MY) 2 report for the Shake Rag Mitigation Site. DMS' comments are noted below in bold. Wildlands' responses to those comments are noted in italics. DMS comment: The report indicates repairs are planned for the winter of 2021-2022 on page 1-4. Table 2 shows repairs/maintenance was completed in November/December 2021. Were stream repairs completed in MY2? If so, section 1.2.5 needs to be updated, and the repairs need to be discussed in detail. The CCPV should also be updated and repair areas shown on the map. If repairs have not occurred, please update the Activity/Dates on Table 2. Wildlands' response: The repairs have not yet occurred and are planned for early 2022. The report text in Section 1.2.5 and table 2 has been updated. DMS' comment: Section 1.2.5 should describe and reflect what is shown on the CCPV. Please revise this section with the level of detail necessary to inform reviewers of site conditions. Please quantify and describe problem areas. Include number, locations, type (rock/log) of piping structures, length and locations of eroding banks, etc. The text describes "reconfiguring boulders and riffle stone around problematic structures", but Table 6 lists engineered structures as functioning at 100% the majority of the time. Please review and revise the CCPV and Table 6 as necessary. Wildlands' response: Text has been added to Section 1.2.5 to better quantify and describe the areas of concern. An additional appendix (Appendix 6) has also been added with a table summarizing locations, type, length (if applicable), and planned management activity by stream reach. The majority of the issues identified as "headcut/do wn cutting" on the CCPV figures are located within sections of cascading riffles (as shown on the Shake Rag Record Drawings from as -built) that include many drops and riffles. Therefore, a few instances of "headcut/downcutting" associated with structures within the cascading riffle sections did not seem to warrant the failure of the entire cascading riffle since it's counted as one structure in the engineered structures category in Table 6. Wildlands Engineering, Inc. • phone 704-332-7754 • fax 704-332-3306 • 1430 S. Mint Street, # 104 • Charlotte, NC 28203 % �6- 11�0 WILDLANDS DMS' comment: There are 11 headcuts shown on the CCPV and not discussed in the report. Please add a discussion of these areas in the report. Wildlonds' response: Text has been added to Section 1.2.5. DMS' comment: The level of repairs described in the report may require an Adaptive Management Plan. Has the IRT been notified of potential repairs? DMS recommends coordinating with the IRT prior to implementing any repairs. Wildlonds' response: Repair work will be discussed with regulatory staff prior to commencement. DMS' comment: Tables 6a-h and Table 7: Please include dates of when assessment work was completed on each table. The IRT requested this information be included for these tables at the 2021 Credit Release Meeting. Wildlonds' response: The 2021 visual assessment dotes hove been added to the top of Tables 6o-h and Table 7. DMS' comment: Please ensure the Monitoring Phase Performance Bond has been updated and approved by Kristie Corson before invoicing for Task 8. Wildlonds' response: The Monitoring Bond was received and approved by Kristie Corson on 11712022. Electronic Support Files: DMS' comment: Please change the Year —observed field in the SAOC and VAOC feature classes to years observed (e.g. MY1, MY2, etc.) for clarity. Wildlonds' response: This field has been updated in the SAOC and VAOC feature classes. Enclosed please find two (2) hard copies and one (1) electronic copy on USB of the Final Monitoring Report. Please contact me at 828-545-3865 if you have any questions. Sincerely, #11�y- ( Jake McLean Project Manager jmclean@wildlandseng.com Wildlands Engineering, Inc. • phone 704-332-7754 • fax 704-332-3306 • 1430 S. Mint Street, # 104 • Charlotte, NC 28203 EXECUTIVE SUMMARY Wildlands Engineering, Inc. (Wildlands) implemented a full -delivery stream mitigation project at the Shake Rag Mitigation Site (Site) for the North Carolina Department of Environmental Quality (DEQ) Division of Mitigation Services (DIMS). The project restored, enhanced, and preserved a total of 9,273 linear feet (LF) of perennial and intermittent stream in Madison County, NC. The Site is located within the DIMS targeted watershed for the French Broad River Basin Hydrologic Unit Code (HUC) 06010105110020 and the NC Division of Water Resources (NCDWR) Subbasin 04-03-04. The project is providing 6,655.600 stream mitigation units (SMUs) for the French Broad River Basin HUC 06010105 (French Broad 05). The watershed has a long history of agricultural activity and most of the stressors to stream functions are related to historic and current land use practices. Prior to construction, the major stream stressors for the Site were livestock trampling and fecal coliform inputs, stream bed incision and bank scour, a lack of stabilizing stream bank and riparian vegetation, and ditching and/or piping from agricultural activities. The effects of these stressors resulted in degraded water quality and habitat throughout the Site's watershed when compared to reference conditions. The project approach for the Site focused on evaluating the Site's existing functional condition, its potential for recovery, and need for intervention. The project goals defined in the mitigation plan (Wildlands, 2019) were established with careful consideration of 2009 French Broad River Basin Restoration Priorities (RBRP) goals and objectives to address stressors identified in the watershed. The established project goals include: • Improve stream channel stability, • Exclude livestock from stream channels, • Reconstruct channels and flood -prone areas with appropriate geomorphology, • Improve in -stream habitat, • Reduce sediment and nutrient input from adjacent cattle pastures and unpaved roads, • Restore and enhance native riparian and upland vegetation, and • Permanently protect the Site from harmful uses. The Site construction and as -built surveys were completed between December 2019 and February 2020. Monitoring Year (MY) 2 assessments and site visits were completed between April and October 2021 to evaluate the current conditions of the project. Overall, the Site has met the required stream, vegetation, and hydrology success criteria for MY2. The average planted stem density for the Site is 486 stems per acre and is on track to meet the MY3 requirement of 320 stems per acre. Geomorphic surveys indicate that cross-section bankfull dimensions closely match the baseline monitoring with some minor adjustments, and most of the streams are functioning as intended. At least one bankfull event was documented on all project reaches in MY2. The MY2 visual assessments revealed a reduction in areas of invasive plant species while other areas of concern such as isolated areas of bed and bank scour and structure piping are present on the Site. Wildlands will continue to monitor these areas, and adaptive management will be implemented as necessary throughout the seven-year monitoring period to sustain the ecological health of the Site. WShake Rag Mitigation Site Monitoring Year 2 Annual Report - FINAL SHAKE RAG MITIGATION SITE Monitoring Year 2 Annual Report TABLE OF CONTENTS Section 1: PROJECT OVERVIEW.....................................................................................................1-1 1.1 Project Goals and Objectives............................................................................................1-1 1.2 Monitoring Year 2 Data Assessment.................................................................................1-2 1.2.1 Vegetation Assessment.............................................................................................1-2 1.2.2 Vegetation Areas of Concern and Management Activity.............................................1-3 1.2.3 Stream Assessment...................................................................................................1-3 1.2.4 Stream Hydrology Assessment..................................................................................1-4 1.2.5 Stream Areas of Concern and Management Activity...................................................1-4 1.3 Monitoring Year 2 Summary.............................................................................................1-5 Section2: METHODOLOGY............................................................................................................2-1 Section3: REFERENCES.................................................................................................................3-1 APPENDICES Appendix 1 General Figures and Tables Figure 1 Project Vicinity Map Figure 2 Project Component/Asset Map Table 1 Mitigation Assets and Components Table 2 Project Activity and Reporting History Table 3 Project Contacts Table Table 4 Project Information and Attributes Table 5a-b Monitoring Component Summary Appendix 2 Visual Assessment Data Figure 3.0 — 3.4 Current Condition Plan View Maps (Key — Sheet 4) Table 6 Visual Stream Morphology Stability Assessment Table Table 7 Vegetation Condition Assessment Table Stream Photographs Vegetation Plot Photographs Appendix 3 Vegetation Plot Data Table 8 Vegetation Plot Criteria Attainment Table 9 CVS Permanent Vegetation Plot Metadata Table 10a-c Planted and Total Stem Counts Appendix 4 Morphological Summary Data and Plots Table 11a-b Baseline Stream Data Summary Table 11c Reference Reach Data Summary Table 12a-b Morphology and Hydraulic Summary (Dimensional Parameters - Cross -Section) Table 13a-h Monitoring Data — Stream Reach Data Summary Cross -Section Plots Reachwide Pebble Count Plots Appendix 5 Hydrology Summary Data and Plots Table 14 Verification of Bankfull Events Table 15 Verification of Consecutive Flow Days Stream and Crest Gage Plots Monthly Rainfall Data WShake Rag Mitigation Site Monitoring Year 2 Annual Report - FINAL ii Appendix 6 Adaptive Management Table 16 Areas of Concern and Management Actions Representative Stream Areas of Concern Photo Log WShake Rag Mitigation Site Monitoring Year 2 Annual Report - FINAL iii Section 1: PROJECT OVERVIEW The Shake Rag Mitigation Site (Site) is located in Madison County approximately 19 miles north of Asheville and 4 miles northeast of the town of Mars Hill in the French Broad River Basin HUC 06010105110020 and NCDWR Subbasin 04-03-04 (Figure 1). Located in the Blue Ridge belt within the Blue Ridge physiographic province (NCGS, 1985), the project watershed is dominated by agricultural and steep forested land. The Site encompasses three primary drainage areas including Shake Rag Branch (SRB), UT1, and UT6, all of which are comprised of smaller valleys. All project stream reaches within these drainages originate from steep, forested headwater valleys before transitioning to open pastureland situated in wider valley bottoms further downstream. The valley of Shake Rag Branch begins as a steep, colluvial, V-shaped valley, which gradually widens into a moderately confined alluvial bottom as it moves downstream. UT1A, UT3, UT4, and UT8 have steep valleys with much broader valley bottoms, while UT1, UT2, UT5, UT6, and UT7 flow through steep, colluvial, V-shaped valleys for their entire length in the project area. Shake Rag Branch drains 163 acres, UT1 drains 70 acres, and UT6 drains 43 acres of rural land. Prior to construction activities, the Site was in hay production in the valley bottom, with cattle grazing along valley side slopes and access to the steeper forested areas. Riparian buffers were absent except in the steepest upper portions of the Site. The streams throughout the Site were in various stages of impairment related to the current and historical agricultural uses. Many of the streams were buried in rock -lined channels or pipes approximately 50 years ago. Pre -construction conditions are outlined in Table 4 of Appendix 1 and Table 11 of Appendix 4. The final mitigation plan was submitted and accepted by DIMS in January of 2019 and the IRT in March of 2019. Construction activities were completed in January 2020 by Baker Grading & Landscaping, Inc. Kee Mapping & Surveying, PLLC. completed the as -built survey in February 2020. Planting was completed following construction in the January 2020 by Bruton Natural Systems, Inc. A conservation easement has been recorded and is in place on 18 acres. The project is providing 6,655.600 SMUs for the French Broad River Basin HUC 06010105 (French Broad 05). Annual monitoring will be conducted for seven years with close-out anticipated to commence in 2027 given the success criteria are met. Directions and a map of the Site are provided in Figure 1 and project components are illustrated for the Site in Figure 2. 1.1 Project Goals and Objectives The Site is providing numerous ecological benefits within the French Broad River Basin. The project goals were established with careful consideration to address stressors that were identified in the RBRP (EEP, 2009). The following project specific goals and objectives outlined in the mitigation plan (Wildlands, 2019) include: WShake Rag Mitigation Site Monitoring Year 2 Annual Report - FINAL 1-1 Goals Objectives Reconstruct stream channels slated for restoration with stable Improve the stability of stream channels. dimensions and appropriate depth relative to the existing flood - prone area. Add bank revetments and in -stream structures to protect restored/enhanced streams. Exclude livestock from stream channels. Install livestock fencing and watering systems as needed to exclude livestock from stream channels and riparian areas. Daylight buried or piped streams, remove man-made Reconstruct channels and flood prone areas impoundments, and restore historic valley profiles. Reconstruct with appropriate geomorphology. stream channels with bankfull dimensions and construct flood - prone areas consistent with reference reach findings. Install habitat features such as cascading riffle -pool sequences, Improve instream habitat. lunker logs, and brush toes on restored reaches. Add woody materials to channel beds. Construct pools of varying depth. Remove online farm pond. Construct one step -pool conveyance BMP to treat contributing Reduce sediment and nutrient input from 17-acre drainage area that is subject to nutrient and fecal adjacent cattle grazing areas and unpaved coliform loading from cattle. Relocate unpaved roads outside of roads. riparian corridor. Grade and plant forested buffer with native vegetation. Convert active hay fields and cattle pasture to forested riparian Restore and enhance native riparian and buffers along all Site streams, which will slow and treat runoff upland vegetation. from adjacent agriculture before entering streams. Protect and enhance existing forested riparian buffers. Treat invasive species. Permanently protect the Site from harmful Establish a conservation easement on the Site. Exclude livestock uses. from Site streams. 1.2 Monitoring Year 2 Data Assessment Annual monitoring for MY2 was conducted between April and October 2021 to assess the condition of the project. The stream, vegetation, and hydrologic success criteria for the Site follows the approved success criteria presented in the Shake Rag Mitigation Plan (Wildlands, 2019). 1.2.1 Vegetation Assessment Vegetation plot monitoring is being conducted in post -construction monitoring years 1, 2, 3, 5, and 7. Permanent plots are monitored in accordance with the guidelines and procedures developed by the Carolina Vegetation Survey-EEP Level 2 Protocol (Lee et al., 2008) and the 2016 USACE Stream and Wetland Mitigation Guidance to assess the vegetation success. A total of 5 permanent vegetation plots were established within the project easement area. All of the permanent plots were established as either a 10 meter by 10 meter square plot or 5 meter by 20 meter rectangular plot. In addition, 4 mobile vegetation plots were established in monitoring year 1 throughout the planted conservation easement to evaluate the random vegetation performance for the Site. These plots will be subsequently WShake Rag Mitigation Site Monitoring Year 2 Annual Report - FINAL 1-2 reestablished in different random locations in monitoring years 2, 3, 5, and 7. Mobile vegetation plot assessments will document stems, species, and height using a circular or 100 meter square/rectangular plot. The final vegetative performance standard will be the survival of 210 planted stems per acre in the planted riparian areas at the end of the required seven-year monitoring period. The interim measure of vegetative success for the Site will be the survival of at least 320 planted stems per acre at the end of MY3 and at least 260 stems per acre at the end of MY5. In NC mountain counties, planted trees must average 6 feet in height at the end of MY5 and 8 feet in height at the end of MY7. The MY2 vegetation survey was completed in August 2021, resulting in an average planted stem density of 486 stems per acre for all monitored permanent and mobile vegetation plots. The Site is on track to meet the interim MY3 requirement of 320 planted stems per acre, with all 5 permanent plots (100%) and 3 out 4 mobile plots (75%) exceeding this requirement. One mobile plot (MP3) did not meet the MY3 density requirement but remains on track to meet the MY5 density requirement. A survival rate of roughly 96% from MY1 was observed in the permanent vegetation plots. About 20% of the monitored stems were documented with a vigor of 2, signaling fair plant health with some damage present. This lower vigor rating is due to damage from dry soil conditions, deer herbivory, insects, and suffocation from dense herbaceous cover. Approximately 76% of the planted stems in permanent plots are thriving with a vigor of 3 or greater indicating plant health ranging from good to excellent and damage is rare. Natural volunteer trees species that were observed on the Site include sycamore (Platanus occidentalis), tulip poplar (Liriodendron tulipifera), honey locust (Gleditsia triacanthos), and red maple (Acer rubrum). Please refer to Appendix 2 for vegetation plot photographs and Appendix 3 for vegetation data tables. 1.2.2 Vegetation Areas of Concern and Management Activity MY2 visual assessments reveal that over 99% of the conservation easement is unaffected by invasive plant populations. Invasive species found on the Site include multiflora rose (Rosa multiflora), princess tree (Paulownia tomentosa), tree of heaven (Ailanthus altisima), silver grass (Miscanthus sinensis), and wineberry (Rubus phoenicolasius). Populations of wineberry and multiflora have been reduced below the mapping threshold, therefore are not depicted on the Current Condition Plan View (CCPV) Figures. Invasive species treatments occurred in June 2021 with efforts focusing on areas near the upper reaches of UT1, UT2, and Shake Rag Branch. Foliar ring sprays around planted woody stems also occurred to treat fescue (Festuca sp.) in areas where it was overcrowding the stems. Additional treatments will continue as needed to help manage and eliminate remaining invasive species populations on the Site. Overall, the herbaceous cover has continued to become well established throughout the Site. Small and infrequent areas of poor herbaceous cover were noted on steeper side slopes along UT3 and Shake Rag Branch. In MY1, small sections of mowing overreach were observed inside the conservation easement. Wildlands successfully notified the landowner of the error and installed additional posts to clarify the easement boundary. The encroachment is no longer an active issue and supplemental plantings are not warranted at this time. These vegetation areas of concern are documented on Table 7 and shown on the CCPV Figures 3.0 — 3.4 in Appendix 2. 1.2.3 Stream Assessment Riffle cross -sections on the restoration and enhancement I reaches are stable and show minimal change in bankfull area, maximum depth ratio, and width -to -depth ratio. All riffle cross -sections should fall within the parameters defined for the designated stream type. Any significant deviations will be evaluated to assess possible signs of stream channel instability. Indicators most often include a vertically incising thalweg and/or eroding channel banks. Remedial action would not be taken if channel changes indicate a movement toward stability. As noted in the approved Mitigation Plan (Wildlands, 2019), WShake Rag Mitigation Site Monitoring Year 2 Annual Report - FINAL 1-3 Shake Rag Reach 5 is expected to have wider flood -prone widths and entrenchment ratios greater than 2.2. This is also evident for UT8 considering the existing landscape in the wider valley bottom. Morphological surveys for MY2 were conducted in June 2021. Cross-section survey results indicate that channel dimensions are stable and functioning as designed on all restoration and enhancement I reaches with minimal adjustments. Minor changes occurring include localized bed scour, narrowing of pools and riffles, and alluvial deposition with the channel. Low bank height ratios seem to have stabilized since MY1 at cross-section 1 along UT1 Reach 2 and cross-section 9 along Shake Rag Branch Reach 3. The difference between the low bank height and bankfull max depth for both cross -sections is roughly 0.1 feet; therefore, slight changes in bank heights on very small streams tend to exaggerate ratio comparisons and, in this case, is not considered a sign of instability. Conversely, at riffle cross- section 3, the max depth has doubled since MYO and is representative of riffle scour and channel downcutting in isolated areas along UT3. See Section 1.2.5 for further discussion about stream areas of concern along UT3 and Shake Rag Branch. Reachwide pebble counts along all restoration and enhancement I reaches indicate maintenance of coarser materials in riffle features and finer particles in the pool features. Please refer to Appendix 2 for the visual stability assessment tables, CCPV Figures 3.0 — 3.4, and reference photographs, and Appendix 4 for the morphological tables and plots. 1.2.4 Stream Hydrology Assessment Automated pressure transducers were installed to document stream hydrology within restoration and/or enhancement level I mitigation reaches throughout the seven-year monitoring period. Henceforth, these devices are referred to as "crest gages (CG)" for those recording bankfull events and "stream gages (SG)" for those recording baseflow. Bankfull Events At the end of the seven-year monitoring period, four or more bankfull flow events must have occurred in separate years within the restoration reaches. A total of 5 CGs were installed along restoration and enhancement I reaches. At as -built, the pressure transducers in the CGs were programmed to record data every 2 hours. This interval was likely too long to capture all bankfull events in the steep and flashy project streams, so the transducers were reprogrammed in MY1 to record data every 30 minutes. In MY2, at least one bankfull event was recorded on all reaches and was documented by either crest gage data and/or debris wracklines observed along the floodplain. Baseflow Monitoring Consistent flow must be documented in the restored intermittent channel (UT8) at the Site. Under periods of normal rainfall, stream flow must be documented to occur every year for at least 30 consecutive days during the seven-year monitoring period. An automated SG was installed within the upper third of UT8 to monitor baseflow. On UT8, 292 consecutive days were documented in MY2 indicating that this channel exceeded the success criteria for intermittent channels. Please refer to Appendix 5 for hydrology summary data and plots. 1.2.5 Stream Areas of Concern and Management Activity MY2 stream and visual assessments revealed mostly stable channels with only localized instances of bed and bank instability, and structure issues; with these being typically inter -related. The majority of these have been identified on the CCPV Figures as "headcut/downcutting" or "bed instability', however issues are generally isolated issues of piping and/or bed material movement within cascading riffles (which includes many drops and riffles). Typical examples of stream areas of concern are provided in the photolog in Appendix 6. Numerous large storm events occurred in August 2021, with several exhibiting WShake Rag Mitigation Site Monitoring Year 2 Annual Report - FINAL 1-4 single day rainfall totals greater than 2 inches (CRONOS Mars Hill 2.2 SSE, 2021). The Site was resilient to these large storm events. Instances of piping, and bed and bank scour at structures within cascading riffles are planned to be addressed by repairs planned for early 2022; repair work will be discussed with regulatory staff prior to commencement. Please refer to Appendix 6 for a table summarizing planned repair work and locations. In areas where stream stability or function may be compromised, proposed actions will plug piping areas, reconfigure boulders and riffle stone around problematic structures, and re -grade or provide toe protection to vulnerable banks. Sod mats will be used to quickly re-establish vegetation wherever possible. Stream areas of minor concern outside of the repair areas will continue to be monitored in future years for signs of instability. Please refer to Appendix 2 for stream stability tables and CCPV Figures 3.0-3.4. 1.3 Monitoring Year 2 Summary Overall, the Site has met the required stream, vegetation, and hydrology success criteria for MY2. The average planted stem density for the Site is 486 stems per acre and is on track to meet the MY3 requirement of 320 stems per acre. Geomorphic surveys indicate that cross-section bankfull dimensions closely match the baseline monitoring with some minor adjustments, and most of the streams are functioning as intended. At least one bankfull event was documented on all project reaches in MY2. The MY2 visual assessments revealed a reduction in areas of invasive plant species while other areas of concern such as isolated areas of bed and bank scour and structure piping are present on the Site. Wildlands will continue to monitor these areas, and adaptive management will be implemented as necessary throughout the seven-year monitoring period to sustain the ecological health of the Site. WShake Rag Mitigation Site Monitoring Year 2 Annual Report - FINAL 1-5 Section 2: METHODOLOGY Geomorphic data were collected following the standards outlined in The Stream Channel Reference Site: An Illustrated Guide to Field Techniques (Harrelson et al., 1994) and in the Stream Restoration: A Natural Channel Design Handbook (Doll et al., 2003). All Integrated Current Condition Mapping was recorded using a Trimble handheld GPS with sub -meter accuracy and processed using Pathfinder and ArcGIS. Stream gages were installed in riffles and monitored quarterly. Hydrologic monitoring instrument installation and monitoring methods are in accordance with the United States Army Corps of Engineers (USACE, 2003) standards. Vegetation monitoring protocols followed the Carolina Vegetation Survey-EEP Level 2 Protocol (Lee et al., 2008). WShake Rag Mitigation Site Monitoring Year 2 Annual Report - FINAL 2-1 Section 3: REFERENCES Doll, B.A., Grabow, G.L., Hall, K.A., Halley, J., Harman, W.A., Jennings, G.D., and Wise, D.E. 2003. Stream Restoration A Natural Channel Design Handbook. Harrelson, Cheryl C; Rawlins, C.L.; Potyondy, John P. 1994. Stream Channel Reference Sites: An Illustrated Guide to Field Technique. Gen. Tech. Rep. RM-245. Fort Collins, CO: U.S. Department of Agriculture, Forest Service, Rocky Mountain Forest and Range Experiment Station. 61 p. Lee, Michael T., Peet, Robert K., Steven D., Wentworth, Thomas R. 2008. CVS-EEP Protocol for Recording Vegetation Version 4.2. Retrieved from: http://cvs.bio.unc.edu/protocol/cvs-eep-protocol-v4.2-lev1- 2.pdf North Carolina Division of Mitigation Services. 2009. French Broad River Basin Restoration Priorities. North Carolina Climate Retrieval and Observations Network of the Southeast Database (NCCRONOS). 2021. State Climate Office of North Carolina. Version 2.7.2. Station ID Mars Hill 2.2 SSE, NC. Accessed October 2021. North Carolina Division of Mitigation Services (DIMS), June 2017. DMS Annual Monitoring and Closeout Reporting Template. North Carolina Division of Mitigation Services (DIMS), June 2017. DMS Stream and Wetland Mitigation Plan Template and Guidance. North Carolina Division of Water Resources. 2011. French Broad Basinwide Water Quality Plan. North Carolina Division of Water Resources (NCDWR), 2015. Surface Water Classifications. http://portal.ncdenr.org/web/wq/ps/csu/classifications North Carolina Ecosystem Enhancement Program. 2009. French Broad River Basin Restoration Priorities. North Carolina Geological Survey (NCGS), 1985. Geologic Map of North Carolina: North Carolina Survey, General Geologic Map, scale 1:500,000. https://deq.nc.gov/about/divisions/energy-mineral-land- resources/north-carolina-geological-survey/ncgs-maps/1985-geologic-map-of-nc4 Rosgen, D. L. 1994. A classification of natural rivers. Catena 22:169-199. Rosgen, D.L. 1996. Applied River Morphology. Pagosa Springs, CO: Wildland Hydrology Books. United States Army Corps of Engineers (USACE), October 2016. Stream Mitigation Guidelines. USACE, NCDENR-DWQ, USEPA, NCWRC. Wildlands Engineering, Inc (Wildlands), 2019. Shake Rag Mitigation Site Mitigation Plan. DIMS, Raleigh, NC. Wildlands Engineering, Inc (Wildlands), 2020. Shake Rag Mitigation Site As -Built Baseline Monitoring Report. DMS, Raleigh, NC. WShake Rag Mitigation Site Monitoring Year 2 Annual Report - FINAL 3-1 APPENDIX 1. General Figures and Tables 4-digit) �V 06010108080030 tershed Laure Count. Club 1\, i 06010108080020 060101,05130010 w !"1< 1 MINA Lek T MOUNT, 1F > Ar I PrI 06010105110040 )10105100010 1 1 .,, 213 r!�' 1 0601010, The subject project site i the North Carolina Depar.... Division of Mitigation Services (DMS) and is encompassed by a recorded conservation easement, but is bordered by land under private ownership. Accessing the site may require traversing areas near or along the easement boundary and therefore access by the general public is not permitted. Access by authorized personnel of state and federal agencies or their designees/contractors involved in the development, oversight,and stewardship of the restoration site is permitted with in the terms and timeframes of their defined roles. Any intended site visitation or activity by any person outside of these previously sanctioned roles and activities requires prior coordination with DMS. 06010105110010�0' 4 Directions to Site: From Asheville: Head north on 1-26 W towards Mars Hill. Take exit 9 and turn right on US-19 N/US-23A N towards Burnsville/Spruce Pine and continue for 3 miles. Turn left onto Shake Rag Road and continue for about 06010105080020"�I` 1 mile onto the Site. Figure 1 Project Vicinity Map 0 1 2 Miles Shake Rag Mitigation Site I t I t I DMS Project No. 100018 W I L D LANDS Monitoring Year 2 - 2021 , Y E N G I N E E R I N G Madison County, NC �.-_� Conservation Easement Internal Culvert Crossing r '9 Internal Waterline Crossing Existing Wetland Stream Restoration Stream Enhancement I - Stream Enhancement II Stream Preservation a Not for Credit Stream Non -Project Stream w` Stormwater BMP `. `� • Q Reach Break WILDLANDS E N G I N E E R I N G rk Figure 2 Project Component/Asset Map 0 250 500 Feet Shake Rag Mitigation Site I i I i I DMS Project No. 100018 Monitoring Year 2 - 2021 Madison County, NC Table 1. Mitigation Assets and Components Shake Rag Mitigation Site DMS Project No. 100018 Monitoring Year 2 - 2021 Project Project Area/Reach Existing Footage 1 (LF)or Acreage Mitigation PlanMitigation Footage/ Acreage Category Components Restoration Level Priority Level Mitigation Ratio (X:1) As -Built Footage/ z Acreage Comments Shake Rag Branch R1 312 312 Cold Preservation N/A 10.000 312 N/A Shake Rag Branch R2 175 175 Cold Enhancement II N/A 2.500 175 N/A Shake Rag Branch R3 1,451 1,393 Cold Restoration P1 1.000 1,391 N/A Shake Rag Branch R4 385 385 Cold Enhancement I N/A 1.500 385 N/A Shake Rag Branch R5 1,216 1,134 Cold Restoration P1, P2 1.000 1,134 N/A UT1 R1 934 907 Cold Enhancement 11 N/A 2.500 907 N/A UT1 R2 255 278 Cold Enhancement I N/A 1.500 278 N/A UT1A 100 100 Cold Enhancement 11 N/A 2.500 100 N/A UT2 R1 164 164 Cold Enhancement 11 N/A 2.500 164 N/A UT2 R2 296 304 Cold Restoration P1 1.000 304 N/A UT3 R1 426 426 Cold Enhancement 11 N/A 2.500 426 N/A UT3 R2 1,387 1,019 Cold Restoration P1 1.000 1,019 N/A UT4 910 930 Cold Restoration P1 1.000 930 N/A UT5 483 439 Cold Enhancement 11 N/A 2.500 444 N/A UT6 707 673 Cold Enhancement 11 N/A 2.500 670 N/A UT7 428 428 Cold Preservation N/A 10.000 428 N/A UT8 210 206 Cold Restoration P1 1.000 206 N/A Project Restoration Level Credits Stream Riparian Wetland Non -Riparian Wetland Coastal Marsh Warm Cool Cold Riverine Non-Riv Restoration N/A N/A 4,986.000 N/A N/A N/A N/A Re-establishment N/A N/A N/A N/A Rehabilitation N/A N/A N/A N/A Enhancement N/A N/A N/A N/A Enhancement N/A N/A 442.000 Enhancement II N/A N/A 1,153.600 Creation N/A N/A N/A N/A Preservation N/A N/A 74.000 N/A N/A N/A Totals N/A N/A 6,655.600 N/A N/A N/A N/A Notes: 1. Some or all of SRB Reach 3, UT3 Reach 2, UT4, and UT8 were previously buried in rock -lined channels or pipes. Reported exiting lengths are estimates based upon land owner communication, remote sensing, and field verification to approximate the subsurface location and alignment. The Site contains 12 internal easement crossings. This value excludes the affected length of proposed stream centerline within each crossing. Table 2. Project Activity and Reporting History Shake Rag Mitigation Site DMS Project No. 100018 Monitoring Year 2 - 2021 ReportActivity or Institution Date Data Collection Complete N/A Completion or Delivery May 2017 404 Permit June 2019 June 2019 Mitigation Plan February - October 2018 March 2019 Final Design - Construction Plans June 2019 June 2019 Construction July 2019 -January 2020 January 2020 Bare root and live stake plantings for reach/segments December 2020 December 2020 Baseline Monitoring Document (Year 0) December 2019 - March 2020 April 2020 Stream Repair/Maintenance Spring 2020 & November 2020 November 2020 Year 1 Monitoring Stream Survey October 2020 November 2020 Vegetation Survey October 2020 Invasive Species Treatment June 2021 June 2021 Year 2 Monitoring Stream Survey June 2021 November 2021 Vegetation Survey August 2021 Year 3 Monitoring Stream Survey Vegetation Survey Year 4 Monitoring Stream Survey Vegetation Survey Year 5 Monitoring Stream Survey Vegetation Survey Year 6 Monitoring Stream Survey Vegetation Survey Year 7 Monitoring Stream Survey Vegetation Survey Table 3. Project Contact Table Shake Rag Mitigation Site DMS Project No. 100018 Monitoring Year 2 - 2021 Designers Wildlands Engineering, Inc. Jake McLean, PE, CFM 1430 South Mint Street, Suite 104 Charlotte, NC 28203 704.332.7754 Construction Contractors Baker Grading & Landscaping, Inc. 1000 Bat Cave Road Old Fort, NC 28762 Planting Contractor Bruton Natural Systems, Inc. PO Box 1197 Freemont, NC 27830 Seeding Contractor Baker Grading & Landscaping, Inc. Seed Mix Sources Baker Grading & Landscaping, Inc. Nursery Stock Suppliers Bare Roots Bruton Natural Systems, Inc. Live Stakes Herbaceous Plugs Performers Wildlands Engineering, Inc. Eontoring toring, POC Kristi Suggs 704.332.7754 Ext. 110 % 4 2— , §\�\)) k§2-]]zzo o <'� ��o`� ��^ \\moo �& �()),� g ;]\.� ) /�� o /-� �i _m> �: i®{ uo !§ ! }}2 - - ! „ /}+> �\)fffff}}} �uo �� /(\\ ) /\° . ml \\\\\ ��^ ��`� <�� j \ \;;;;;,,, Q �� lo \ �) \ /®� ))® §\ �)\\91, lo o o _ 2 ] _ /}j k i - /}j - - �\\\ umo \\; \ \_ \ \_ \, \ }\\\\ }\\\\ 77 /} - {}�{) {u. E ]]{::{}] 7 !, - 13 u !�§§\u t§§ ;. ! 7 \ � �� go u om {� �o -o o \\ j { { f! ! { {\ f! 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V b E O O O O J v v > V V a+ C O L C C C E c w C 'O O �..� _O ` y i+ O VI O Z C L y @ vmmv O N I V� y o v> >-0 x W a` s Q 0 O Q c w 3 O 0 a 3 w co m D t F Q m �o Y CO C c O �Y Y bD w v E N d 3 APPENDIX 2. Visual Assessment Data Figure 3.0 Current Condition Plan View Map (Key) 0 300 600 Feet Shake Rag Mitigation Site I I I DMS Project No. 100018 WILDLANDS rk Monitoring Year 2-2021 ENGINEERING 1 Madison County, NC Figure 3.1 Monitoring Plan View Map 0 100 200 Feet Shake Rag Mitigation Site I i I i I DMS Project No. 100018 WILDLANDS rk Monitoring Year 2-2021 ENGINEERING 1 Madison County, NC \ I✓�t5*a 1 0 150 300 Feet I I I WIELDLANDS NGINEERING rk q� Conservation Easement IZZ Internal Culvert Crossing =Existing Wetland —Stream Restoration —Stream Enhancement I —Stream Enhancement 11 —Stream Preservation Not For Credit Stream --As-built Alignment Deviation .............Top of Bank - - Structures _t Q Reach Break 0 Photo Point (PP) _ 0 Barotroll(BT) Crest Gage (CG) — Cross Section (XS) Permanent Vegetation Plots (VP) - MY2 =Criteria Met Mobile Vegetation Plots (MP) - MY2 ._ 0Criteria Met Vegetation Areas of Concern - MY2 Bare/poor herbaceous cover ®Silver Grass Stream Areas of Concern - MY2 Headcut/downcutting Bank instability -- Bed instability Deposition 12J 2018 - , Photography Figure 3.2 Monitoring Plan View Map Shake Rag Mitigati on Site DMS Project No. 100018 Monitoring Year 2 - 2021 Madison County, NC I +50 t• � qp0 Conservation Easement Internal Culvert Crossing 1 —Stream Restoration i Stream Enhancement I — Not For Credit Stream Non -Project Streams i A35+00 Top of Bank — Stormwater BMP' Structures` Q Reach Break _.. ..... ..:....,-. ...: _..:... ..., . t * Photo Point (PP) I ) ♦ Crest Gage (CG)i:jg6,oc ♦ Stream Gage (SG) Cross Section (XS) - Permanent Vegetation Plots (VP) - MY2 � =Criteria Met ��I - i Mobile Vegetation Plots (MP) - MY2 0 Criteria Met ji. y3�+oo a Criteria Not Met 11 11 / Vegetation Areas of Concern - MY2 g PXk-0 Bare/poor herbaceous cover 1 i-s37+� WTree of Heaven OLow stem density ►' '♦ Stream Areas of Concern - MY2 ♦ Structure issue LML_ 1 Headcut/downcutting 1 I // — Bank instability 038+r50 j — Deposition i, r= / #3 WIELDLANDS 0 100 200 Feet I i I i I i 901 A Aerial Photnaranhv / Figure 3.3 Monitoring Plan View Map Shake Rag Mitigation Site DMS Project No. 100018 Monitoring Year 2 - 2021 Madison County, NC 27ee y100 Conservation Easement Internal Culvert Crossing ® Internal Waterline Crossing Existing Wetland Stream Enhancement II Not For Credit Stream Non -Project Stream .............Top of Bank 0 Photo Point(PP) 2600 / Figure 3.4 Monitoring Plan View Map 0 75 150 Feet / Shake Rag Mitigation Site I i I i I DMS Project No. 100018 WILDLANDS nk� Monitoring Year 2-2021 ENGINEERING Madison County, NC � ;{fk \4$\ \f\ = _ \)$k \f\ _ !� ! ) \ ) \ \ \ } } } } \ \ \ \ \ \ \ \ \ #}! /k0 �� w w kM 73 \ \ ` _ _ / W Al / w = at \ o } — ®\kk j) �_ ±2 M. \ /$\ \\{ ((t ,EM — — \)(\\ \ \}\}\ —$ $a — !/! )\7 )))}\ ) \\ $ \\))\)()) {) § ) \ \co u �° o � \) > 2 ){$k t® « �\$\ 0_ « �\$\ o = )f£\ !_ « 0 0 C 1 :) 16 Eto E =c? w w k }\{) z z — ; _ — _ | | _` 2 _ w = \ : \}E [ } — 27 \j® o k\k( -� (�f` : §) _ { ��2 m \Ew — _-/: 7\ w\ --o \{(/\ �\�/ {i\ f {�_%2= ■/■ $[� I)§22 $ — /7 3E /7co I)&a{;! _»; � cEa _ �� 2 be % ~ _ ) t ) _ \)( ) \co �� coc > 2 ){$k t® « �\$\ 0_ « �\$\ o = )f£\ !_ « 0 0 C , , , Ea0 16 Eto E =c? , z z } w z , e k ) }\{) z z — ; _ — _ | | _` 2 _ w = \ : \}E [ } — 27 \j® o k \k( - ( ±\ o )\§§, {\ w E' E \2)/\ --\��mw m o .2 �\�/ %2= ■ ■ /»; $[� I)o02 $ —o 3\ /7� I)&a{;! _ coa c co/7 �2 o be o lw \Q ~ o | / \)( ) > o �� j £k ca > 2 ){$k t® « �\$\ 0_ « �\$\ o = )f£\ !_ « 1 :) 16 Eto E =� r m ` } } z f m z) to o E\� ` } z - ; _ - _ | | _` 2 _ w = \ : \}E [ } - 27 \j® k\ k( -� (�f` : ) \§§, - �_ ±\ {\ o � \E-2u \ - _ �o \{(/\ �' -f[ £ ;$ - f {�_%2=o /aF— EP ■ $[� I§22 $ - /7 3\ /7co oo _»; co) cE& co)& �� 2 o be % _ ) too \)( ) \co �� j w co 2 ){$k t® « �\$\ 0_ « �\$\ o e )f£\ !_ « 1 :) 16 Eto E =� to o — ; _ — _ | | _` 2 _ w = \ : \}E [ } — 27 \j® o k\k( -� (�f` : )\§§, — �_ ±\ o {\ �o2 \2)/\ \ — _ -/7\ [\% -- \� Eo —f[ {�_%2=o /aa2w E E $[� I)oo $ — /7 3E /7co I)&a{;! _»; � cE& _ �E �2 o be \)( ) > �� ] co£k > 2 § co / ){0 \i0 ° t® « \0 o = ()0 0_ « �\$\ o = Em « !_ 0 0 C Ea0 16 Eto E =� r } w zto s s s s ) o }\� z z ® ; — _ Al W | E _` 2 _ o w = \ : \}/ [ m — 27 \j® o k\ k( -� (Ef` : )\§§, — �_ ±\ o {\ �� \2)/\ \ — _ --\� \{(/\ t\�/ ){�_%2= /aa2//■/■ $[� m o2 $ — /7 3E /7c m o5oo! _»; � cEa _ �� 2 o be o o \Q ~ | /o cm \)( ) \co o IF �u j £k ca � ) 0 0 \ ° £ 0 ■ o k Cl \{aQ $ §\/{ Mn ,0 o 0 k\\) � 7 § co / ){0 \i0 ° t® « \0 o e ()0 0_ « �\$\ o e Em « !_ k� ^ e } } e : ; f CL C , , , Ea0 16 Eto E =� ` , , } w , _ _ k ) to o = \� z z ` ` ` ` ® 1| _ —o E o _ \}/ [ o } � — 27 \j® o k\ V -� (E o 2 — �_ :E )\§§, {\ oo �� \2)/\ \ — _ -- \{(/\ \�/ \ — f %2= /aa2//■/■ $[� I)o02 $ — /7 3\ /7� I)&65oo _»; 0E& _ E 2 o be o \Q ~ | / \)( ) \ co o lw �16 k cl co > 2 ){0 \i0 t® « \0 o = ()0 0_ « �\$\ o = Em « !_ _ _ _ 00 _ ; CL 1 :) 16 Eto E E k ° ]2 } z to o }\� ° } z ® — ; _ — _ | | _` 2 _ w = \ : \}E [ } — 27 \j® o k\k( -� (�f` : )\§§, — �_ ±\ {\ oo \2)/\ \ — _ -/7\ w �� -o -o \ \{(/\ E\4/ {�_%2= /aa2//■PE $[� I)§22 $ — 3\ /7co I)&{;` a _»; cocEa co/7 o be o oo ) to \)(fL ) \co o �� j £k cl @ M 0 2 Cu 14 \ � k � 3 - k \ _ & § § ) \ \ # ' > LAji ce \/ j \ \ ) � ) - « « { $ _ = o = o a co co E ] / / 2 / 2 # r _ zT f �2 \ \ C / / / £§ ( ( � ( - \ \ \ \ R \ bo / i2 $ « / \ \ \ \ } \ } ® \) ®0 / /\ )§ m / ° ai ) > » 0 k m / & 5u co # ) ) ( Stream Photographs MY2 Photo Point 1— UT1 Reach 1, view upstream (0612912021) 1 Photo Point 1— UT1 Reach 1, view downstream (06/29/2021) 1 Photo Point 2 — UT1 Reach 1, view upstream (0612912021) 1 Photo Point 2 — UT1 Reach 1, view downstream (0612912021) 1 Photo Point 3 — UT1A, view upstream (0612912021) 1 Photo Point 3 — UT1A, view downstream (0612912021) 1 Photo Point 4— UT1 Reach 2, view upstream (0612912021) 1 Photo Point 4— UT1 Reach 2, view downstream (0612912021) 1 Photo Point 5 — UT2 Reach 1, view upstream (0612912021) 1 Photo Point 5 — UT1 Reach 1, view downstream (0612912021) 1 Photo Point 6 — UT2 Reach 2, view upstream (0612912021) 1 Photo Point 6 — UT2 Reach 2, view downstream (0612912021) 1 Photo Point 7 — UT3 Reach 1, view upstream (0612912021) 1 Photo Point 7 — UT3 Reach 1, view downstream (0612912021) 1 Photo Point 8 — UT3 Reach 2, view upstream (0612912021) 1 Photo Point 8 — UT3 Reach 2, view downstream (0612912021) 1 Photo Point 9 — UT3 Reach 2, view upstream (1012012021) 1 Photo Point 9 — UT3 Reach 2, view downstream (0612912021) 1 Photo Point 10 — UT3 Reach 2, view upstream (1012012021) 1 Photo Point 10 — UT3 Reach 2, view downstream (1012012021) 1 Photo Point 11— UT4, view upstream (1012012021) 1 Photo Point 11— UT4, view downstream (1012012021) 1 Photo Point 12 — UT4, view upstream (1012012021) 1 Photo Point 12 — UT4, view downstream (1012012021) 1 Photo Point 13 — UT4, view upstream (1012012021) 1 Photo Point 13 — UT4, view downstream (1012012021) 1 Photo Point 14 — UT8, view upstream (1012012021) 1 Photo Point 14— UT8, view downstream (1012012021) 1 Photo Point 15 — UT7, view upstream (0612912021) 1 Photo Point 15 — UT7, view downstream (0612912021) 1 ;Vi'3 \ y/ +��, I '�' l'� �: i a 'ram •� 1 _ ty� ' L ` ..�� h:J '4 f ,vr Y P AL t; L 1, Photo Point 16 — SRB Reach 1, view upstream (0612912021) Photo Point 16 — SRB Reach 1, view downstream (0612912021) #' N ,MR, �,Y ,� �✓�"it, S. dial--` � �• I � �,pG � '}, �+,.� ` y ,• i i��LM -� b n A �,. �... l�lA1� 1.1 n. �,.Y� ., lj._ � : 'r �' � -, . I � r-'f r . � iF � - 8 �# + �C- ° t�.l r 7 1 "J�k .y r /. 4�• y1 ,\� S.� !+' �'I�.�T�y,�,'�fF � � I1 iu � r ! � �ti �r -# �� ✓1 ,. �'' vli�'l tYF...tf i�l� ��1�� cy ��§^v�l�t,-�'��`P' � �iC, �1�}•�';i I,�zi -,� ��a• ��`:`Y"A Photo Point 17 —SRB Reach 2, view upstream (0612912021) Photo Point 17 —SRB Reach 2, view downstream (0612912021) At �,, �s ,F w �' • . I of —41 yam' �r �Jy _ Y �g f + � I � 9F) � �• .. � � s& =tom _ rE�I Photo Point 18 — SRB Reach 3, view upstream (0612912021) Photo Point 18 — SRB Reach 3, view downstream (0612912021) Photo Point 19 — SRB Reach 3, view upstream (0612912021) 1 Photo Point 19 — SRB Reach 3, view downstream (0612912021) 1 Photo Point 20 —SRB Reach 3, view upstream (1012012021) 1 Photo Point 20 —SRB Reach 3, view downstream (1012012021) 1 Photo Point 21—SRB Reach 3, view upstream (1012012021) 1 Photo Point 21—SRB Reach 3, view downstream (1012012021) 1 Photo Point 22 — SRB Reach 3, view upstream (1012012021) 1 Photo Point 22 — UT3 Reach 2, view upstream (1012012021) 1 Photo Point 22 — SRB Reach 3, view downstream (1012012021) 1 Photo Point 23 — SRB Reach 4, view upstream (1012012021) 1 Photo Point 23 — SRB Reach 4, view downstream (1012012021) 1 Photo Point 24 — SRB Reach 4, view upstream (1012012021) 1 Photo Point 24 — SRB Reach 5, view downstream (1012012021) 1 Photo Point 25 —SRB Reach 5, view upstream (1012012021) 1 Photo Point 25 —SRB Reach 5, view downstream (1012012021) 1 Photo Point 26 — SRB Reach 5, view upstream (1012012021) 1 Photo Point 26 — SRB Reach 5, view downstream (1012012021) 1 Photo Point 27 — SRB Reach 5, view upstream (1012012021) 1 Photo Point 27 — SRB Reach 5, view downstream (1012012021) 1 Photo Point 28 — UT6, view upstream (0612912021) 1 Photo Point 28 — UT6, view downstream (0612912021) 1 Photo Point 29 — UT6, view upstream (0612912021) 1 Photo Point 29 — UT6, view downstream (0612912021) 1 Vegetation Plot Photographs MY2 Permanent Vegetation Plot 1— (0810912021) 1 Permanent Vegetation Plot 2 — (0810912021) 1 Permanent Vegetation Plot 3 — (0810912021) 1 Permanent Vegetation Plot 4 — (0810912021) 1 Permanent Vegetation Plot 5 — (0810912021) 1 Mobile Vegetation Plot 1— North view — (0810912021) 1 Mobile Vegetation Plot 2 — North view — (0810912021) 1 Mobile Vegetation Plot 3 — North view — (0810912021) 1 Mobile Vegetation Plot 4 — North view — (0810912021) 1 APPENDIX 3. 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'3 O/ a '- O/ a oy vt w o 0 Op o 0 E E E c V) 2 o w o u o w yp m �' m d E 3 E La a c� ii a` a` o a>> a a a m a Q a a a � > c[ in Q a[ vi ac vi y 00 N n o 0 O O N O O N m c V un ,v m o ' d a Y V1 � m � O o � F N o O a m m N m N o c v a o c cL m o E v, J ID a O � a mN m N N N N c y O c a m o E v, J c � n p N Lf1 a M F ci c-I m m .-I N c-I c-I N 00 N O � a m m m N 00 N y O c cL m o J aO .ti ti m m ti N ti ti m 00 'p N a N F N c-I c-I �fl c-I c-I N c-I 00 n O � m a m N c-I c-I c-I N c-I I� 00 ai v c-I O c d • m o E v, • a J 0 N c-I c-I c-I N c-I I, 00 a • O a N m m ti N 00 y o c d m o E v, • aO J c c-I N .-I c-I m m c-I N 00 lD a c F v Ou i W V o V Q v v E aj N a v C .0 .� ai •u v v v v v v v z v v v v v v � N v N CL v v v v v v v v v v v v E Ln v E 0 m Z ° E Y c E t m O O V v E v t a m L E v Y of O V V O O_ O m Ov C m v V v v75 .� Y E V t O -6 0] K > K Q Q it (7 = H CO V�1 :E5 V0 1 K v o U L m Z O H H u p p � c ,a va p O o p U p U ° p O � a � p •� a c o c U° U a a v G N � O O U1 U1 m O 'o F �° X O � a � O � H �' z O 'a N o' U1 U1 O F m m N ti 00 a .� ^ o� o �0 0 a `-' O r O O Ln 0 00 o O F O0 00 m N n D7 ci N10 u., N o m .ti n ti^ 0 O^ O d o r J 0 o. O m r, O O o O 11 F N D7 m c-I I, cy r, lD M 't lD D7 co � m 'i �f1 N O C to D7 ^ O N 0 00 Tim o0 � F v Ou i W V o Q �1 a v .0 E v N .� v •u C v N N N N �1 N �1 N it O N �1 N �1 N �1 N �1 N it N N •� v N �1 �1 it L i1 Ln v v E 0 ° m Z E Y c E t m O O V v E v t a m L U E Y O V Q i m cm V C V O O_ O (D m Ov E v Y E t O 0] K K Q Q (7 = m to V°1 K v m Z z o U H L H - v -o a UU ° a o a N N O Ol pQQ N ' v Y rm+ Y y > 'n c — � c X v E P' E Y C v m m o_ m O � v o N E z � > c c v v C C N N v v- E E v v v v N w E E -0 -0 O O v v X X p m w w w w 2 k k o .§ rx ° j\k)j 00000= -k§ %A$/$///// �& }� | : (_ / | _ — cc =§*eo�a § )/i))}}\§k\k\ ]7}\\\)\)\j\/ -C3—� § 2 \ * f \ [ 7 2 ®@ $ 2 e | e § # [[2{mt>31 §§§ ))\\a'23(B 44J � c § Ln � c § /) z � .ƒ ! /ff§� -EL � | : Za (_ \ | # _ § — co =:aeon± ��\i�0 Q)m )wcu E =o }\\\)j)\/\i co cf | z Ln QlQl { ))\\a/e\}ƒJ44 m }q)§[§ E { ( @ � O O N O �. 0 W f+1 l0 W Ol l0 Ol I� ci m N m N ry O- w a o c} C 0 N J O 0 O N � Ol w D ry O N � a o u'1 N O �. O l0 .ti ti t0 ^ t0 ti ti tiC, �n00 N O W i a ci a y C VI Vf C W CL F v u :� u U a U'll Q W H N N Q W N N N N N N J N N N N N N� H {a ` v v v v v S v v v v v v H Q H E E G1 E O Z E Y c O u O E v v v v E O v s a c m c S `—° E v z V a m y Q O J Q O 3 0 O O C Y ° _ N .� y .� C a,C >, O a Q Y E +O+ s 0 j m U L 2i col C C Q Q l7 2 F m N to C N O m Z G U O h O L H O w C Q C C U O= 'O G O G 0 U O B y >> Oi h C �� 0 0 •X O G O tOi tOi tOi 6 N •i j ¢ ¢ a, O •o L2 O Lt z3 O> a cr cr cr APPENDIX 4. Morphological Summary Data and Plots H o o Mna��a�a �IIII1II,�IIIIIIIII�,II a II■I III Ililll I II I III■I III IIIIII II I�I�I ooO��lll�� SI �IIII1II,�IIIIIIIII�,II � [ ) ] - } ] §\ ~ ) ]$ ~ \/ J^22m;S2o \ ;e»:2;;m: ; § � /� - - -)§{ - �-- {{22\! \/\ \\\\) \}#=f}f{`!{{ $7k�ft®\® { !=e 4;9l9�2% 5 7fy lE;:r:=2#f®## ±ƒ!0 2--m-> 2:k:k!%b » a«a °°� _- §§ate. 12 2_-_ _\o2°- - - - f§\=2!& -- j\§/((\ \ \r)�^\)mm >- )\ , £ `® t{E . J f / / /{&/ { �� ) \ k j ) \ k Ln a } a } m m Y o) o O N N b N Ol V N Ol V N m O o .--I V W n b m V M W Y 01 01 N W N I6 H b N H b N M `'"� o O c-I Ot m M O � 01 V N 01 N N 'i/ O N -4 V lO N O m M l0 Ol c-I O Ol I, O V of m ^ H ^ H lO `'"� O O c-I Oo N .-i yOj Ol 01 O) u) O .--I V r m b N b N m V N V N n n } } Ln a } a } m } m } } co O p N m lO m e-I o • Y m mm M V I, m 4 l0 m M O O O� m c-I Ln 00 ""� O O "i N c4 O N N Ln N N } p6 06 O N m'Z� W •� m Y N In M In IN M m V I, ci 00 r co c o o O C c-I `p "i .4 O N N `p N N O�� a � N p N dd,,�� n N n N M� v)m 06 c6 M ""� O m .ti 00 ""� 0 N N m In N In N r } } a r a } a } m r m r m } U1 V 14 r 1p 1p l0 b l O W I� } N O R O O N T m N O w M O c-I c-I lO ry ry Vl m 0 0 0 N rZ O N N N b N h N N Y O\ O\ O ry� M lO lO l0 N Y V 1p V b N V) Ot c-I M r M O m O N ^ M V) V t0 O 0 0 u1 `� O O c-I N .--i b a O O N 00 ry ry V M 0 0 e-I 00 rl N ry aa) ry ry h N N N nl W ti W r p M V N V c-I O n O b n O b V r, ci O M H M N 0 m N 0 M 'O M M V) V OO O m O O n b b Ln ' O c-I V I, m h V1 O O c-I m lO c-I N N N N N N O O $ $ $ $ O O O GO o $ $ $ $ $ O O O GO p $ $ $ $ O 0 0 $ O a L L L O_ L O_ m `! K L m C K O > a > L 'O L 'O L O_ L YO_ m `! K L m C K +' O > a > L '6 L 'O L O_ L O_ m `! K L K C K N W N W O! O, Q O_ 0! L 0q N W N W 3 0! 0 0! 0 Q O_ N L uq N W N W 3 N N Q O_ o L 00 G J C m x m m C O E L= N Y— G J O/ C C m x m m C O E L= N 3 Y— G J 0! C C N x r0 m C N E L= O! y Q p 01 O ` m 01 a Occ r C ` Y Y O 21 m Oca 0! O L C ` Y 1y6 m O m O J y ai° N C— m a m 3 O m v O J 3 y v° m ° m 3 O m v O J y aT'i° N C— m O = 3 O C —_ w LL t0 m O 3 = Y LL tC0 m O= Y LL tC0 m O iA m U C' tGa m U C' tGa H m U C' N C m m m m m m m o m m o m N o m m e w E c ar E c v E 0 O 3 � r r r r Ln Ln a a r r m r m r N a a N clo 11 clo ` r d d N Ol C of lD r of o - N of O O N N T O .--i m C m 01 lD c-i o� lD lz N lz N N N a In d In d O O m I 11 11 N N E O N iti O O n o �n lz N lz N Ln N Ln N O O O O yOj O of .ti 4M O M N N N N zi O 'i a O N O Ln N n cLn O n r n r lo r lo r Ln r Ln r a a r r m r m r N �p vt Ol C T O N O cy C I� M co N N In In Ln Ln C O O m l0 .ti N N N N r l0 0 l0 Ol O ~ N W N W O C n N l� 0 N In C O O .--i ^� .ti c-I O O o6 o 6 r °� lz N N Ln N Ln N y 0 O r1 0 O O N N O N O . �p C C w O m�n •� O O .--i n ti c-I m O r, O r, of6 ZT O 6 rn ltl .ti N N N N n r n r lo r lo r Ln r Ln r a a r r m r m r O Cl r N O Ln O M a C lD O `� m of In In rci •� o o .� 05 m o m m •" o o rci °� .� o lz N N Ln N Ln N n n m In m •� o o .--i vi m .-i m 'In •� o o m °� ni o lz N In N Ln N Ln N lz lz N p M lD lD O Ol O OJ Ln m O Ln m O lD O) m�� vt •'y O O .--� •--� c-I m Ln Ln I� ti O O C N N N N C C Y Y Y rv� C C Y Y Y .2 .2 .o .2 .2 .2 6 6 L L L L 6 6 > N > N "O "O O. al a al 2 L a C L N N al al o. C L W W C 0 Q ai uq W C M M Q ai u0 Y 6 m J y C O N N C L S m J C O N Ul t0 C O O L L S i' OJ C C ° C O- - u u "O_ it N ` m O m O J y Vt w- m m m 3 O M m a- O J y Vt m - Y O Y Y C - iC J L J C t0 N m O J Y J Y C m J C N t0 m O J Y J Y C VI m U � y VI m U C Y t0 Or�o m O - CC r�o m CC C C Y m to 0 m N n o o O 0 N O O O ' '@ N C b0 O N Z } U Op a .. v> 'c O H � O c x c x C_ x C_ x c_ x m m 00 00 O p 00 M M ID n N n N 00 M N m 0 x Cm C n � N ti O tr/ M lD lD ? lD N W a 06 ma 06 � a 0 r x O �y N 00 N 1� p tv1 N a Ory0' m O O N lD Z Z Z Z Z \ 00 O V O O w a m g p 0 o ^ 0 _ w$ o 0 0 F F K$ K K K o 2 a 4 fl u K \\ > w o w o a v c L c a c UE v m J -O Y m L OO c L U \ o m T N m N E- aT+ o bOiO r N C_ d J C 16 N E Z N W= N h o Y c O n_ N O .0 L C v@ Y z 0 0 a O a° O o m °1 U— 0' c N -a E m z \ c 0 fl. E_ N m �? m > U w 7 T v O! 3 c ny - z m a= O o O c J Y m N w m K 00 a C m ? C m N m N l�\7 f0 \\ a �_ z o O u O E N 3 `° p O U � °° 0 m Y O CO J> Y L F v m L m COz a \ o £ a° m O m u £ m E a u m o co cor U O O 0 W m w N w w h N O c W m c � v u n v Em � v E O E a v O m O u O -Q V 2 @ 3 ¢ o p Z z c x c m C_ m C_ m c_ x Cm C ^'! n � N O x CO C O ti N O N m a oo ^ .-I m C N o6 O ti r O x Cm OW O p o \ o0 O O u1 m z z z z z a .-, o v ao \ a o a ¢ o 0 0 -O LY� OO U o N > m N O o o a v v°° 3 Y L J L a — coT c - ¢" aT+ bOiO s° N C_ v d ° J C m N C-0 E L 2 N N O m V1 0 i U J > m a W\ U m -O m N W- ° yUj Y c O n_ N O .0 L C Y 0 0 ° a° O o m v U— o' c N -° E m z \ c E_ �? c j v 7 T ai N 3 N c ^'y — z m -° ° = c J �e m w w m z 0o a c m u ? m c m w m a� l�\7 m\\ a �_ «' z o p U° ,� a E a`� 3 `° p O U o m m c v m m z a \ o v£ a° m ° m m u U O O m W m m w 5 h a O c ai m c m � E y .. v 0 u n v E Ol E O E a v O m o u o —Q v n @ 3 ¢ 0 p z z E E of m L w m E w c x c 10 C_ x C_ m c_ x Cm C � 0�1 N \ ti fY1 W N W In C �y ti U ut X CO C N `y N ti N c a °r' o � ri rn m O m \ Cm o � m ti m o m o m a .� o m ¢¢¢¢¢ N \ m �n n oo m ,� m io o a\ co m o O1 .� u� o v m .-i � r.i r-i m z z z z z z o� "� � o v a^ `� `-' •� o c ^ m L ¢ o o n O N o n � _ w $ o 0 0 a 2 fl u K co N > m tL w w O L O Q O w m J m C \ co m ❑ c T U L? i E— E Z bOiO N Q O C_ d o J C m N u ❑ w w= w N V) V) Y c O n w O .0 L C v@ Y z w 0 a O a° O o m °1 u— o' c N -a E m z \ c 0 fl. E_ w m u m > U w 7 T v N 3 c ny — z m o= O J c _ J Y m w w m K 00 a C m u ? m E m N N w � l�\7 f0 \\ a �_ «' z o O L E 3 `° O m m c v m m z o \ o v E a° m o coo m co u m u£ mco E a u m a co u r o m w z h °1 O .c c ti m c c � w v c x c m C_ m C_ m c_ x Cm C \ m \ N m m a n m 4 ID m .E 0 ti N C � O x m O a0 n 00 O � � a 0 N c C o N M ^ 6 m �n Oo m ID n o ^. .� \ \ \ \ ao ,y 0 o a ti .-i c-i z z z z z z ^? N N `� O v ^ \ a0 ¢ o c m O 0 n a O m a O ti o o a v v ¢" o s o v o J O m N O E L 2 O N O m N i U J > W\ U N -O m N W= U! N V) V) Y c O n_ N O .0 L C v@ Y z O O a ° a° O o m °1 U— 0' c N -a E m z \ c fl. N N N > U w 7 T v N 3 c o CE 0° 0O. uC mCNN.0,\z\v>\,�Lm l�\7 U°O bO0 m YY' m c > LF v LR m m z a \ o v£ a° co m U r O a a m O m m a m w 5 h 0 O c ai m c m � v Q c m c x C_ x C_ m c_ x m O � O� N a Q• N O W N\ � V1 n1 O O O N r O .ti \ M c o ti U x m a \ N N n M V1 V W ID O M l0 v o o oo °,moo m a � c � o u r x O ccol t+1 ID n' rc1 O' W ID O r-I ^ N ¢ ¢ ¢ ¢ ¢ z z z z z t\+1 M O rcl N O 1D t+1 O o o v m a N O lD NO ID O ID n c N .--I ¢ c-I o 0 w — o 0 0 x °v °a\ $ E 2 a o Q Y$ > o o a v v°° -O 3 Y L OO J L a U o T c N - m ¢" N E aT+ o bOiO s N o C_ v d o J C 16 m C E L 2 N N O m V1 0 m a z N m W- 0 yUj N Y c O n N O .0 L C v@ Y z O O a ° a° O o m v U— o J c N -a E m z \ c fl. E_ N N u N c j U v 7 T ai N 3 c — z ° o = J c _ J �e m w w m z 0o a c m u ? m c m w m a� l�\7 m\\ a �_ t z o p U° ,� a E a`� 3 `° p ° U 0 °° o m y c m J> �e c t F v m L m m o z a \ o v£ a° m O m m u £ m E a u m m u r o a a m m ° m m m h a CO c ti m c m � v u tf v E O1 U U E O E a v o o u o —Q v n @ 3 ¢ o p z z Y m m tO Y W N L C O N N o O o z _ N L -w O N c O iZ W M m p C m a .. O HvLi ❑ � vLi c x c 10 C_ x C_ m c_ \ C �� N ti rv1 rl N N a m C _ m O V N W 01 � •� 1 oo .-I o O r ao 0 o a � o6 c a io io ao io a6 a g .� rci O1 0 0 .� ui rci \ a ~ 0 N I� N 01 N N �y ti l0 N �y In ri rl a N N \ 4n N ti 16 o m m O ¢¢¢¢¢ —co a o m o v m O N l0 oo N In a m M r 0 0 u? N a ¢ O Cc C rj rj ^ O O N ti l ti w w $ O O O $ Vt N \ J NE 2 O > U! ❑❑ U! a v O L w❑°❑° O Q O N N J -O 3 Y N L OO C L �> U \ o m ❑ T U c N L ? - m i ¢" N E aT+ o bOiO s N o C_ v d o J C N N C E L 2 N N O m V1 0 i U 2 J > m a W\ U ❑ N m -O N N W=@ N V) V) Y c O n o O .0 L C v Y m z 0 o a ° a° O o m °1 U— o J c N -° E m z 0 E_ u > U w 7 T v N 3 c ^'y — z m o= ° o J c _ J �e m w � w co z °o a c m u ? m c m co w m a, 2E l�\7 m\\ a �_ t o- o v> o-o U ,� O E v 3 `° p ° U o m c co �e c F v L co m z a \ o v£ a° m ° co m m u 5 mu £ m E a u m co U r O v a E a co O m W m m w 5 h a o C a � -Fa C O m C W ffl v .5 a` a Q u n v E v U U E O E a v O m o u o —Q v n @ 3 ¢ O p Z z m c c x C_ 10 C_ x c_ x Cm C � � N a ti N cC C W O x CO C � O ti N 00 l0 od O ti a c o o rc1 m N O 0 N 06 O ti r O a o O m a0 \ iO � m 1� O O V io N O n N ¢ ¢ ¢ ¢ ¢ Z ti m m �'`� N o N `� N ~Co a a \ N m rcl m C n 0 r Z Z Z Z �y a0 m� O V a ¢ ti o c o � _ w o 0 0 x x° --K v E 2 o o10 a Y VD U! o U! o a v O L v°° O Q O N N J 3 (6 C J a \ co m c - ¢" E -U o s Q o O C_ v d Q o J C @ N C E L 2 N N O m V1 0 m a N m u h Y c O n_ N .O U L C v@ Y z 0 0 a ° a° O o m °1 U— o N E \ c fl. N N N 7 T N — z ° o J c Y m w m 00 (6 u m 16 N N O. �_ ., z o v> O U° ,� L E N 3 m° p U b0 O m Y O m J> Y c L F v R L m CO z 0 \ o v£ a° m O m c m u m u r o o a co m ° m � m m � h a' CO c c ti m c 0 � w - v m c x c 10 C_ x C_ m c_ x m n oo N N �p � Q• a � a O �p \ m � m C x cO C \ N O 0o �p v V o 01 o V1 lri N °�° n O W ti\ ti � o O Cx ti l0 N a io a N o0 ti lD m N o m m \ a O1 .� rc/ O o ID lD o z z z z z ,y \o m v Q o c g o 0 m ^ o _ w o 0 0 x x° v E 2 o olo a Y -O OO U o N > m N U! o U! o a v O L .v O Q ° O N N J 3 Y (6 L �.. C L a> \ m T U c L ? i Q" E'- aT+ U o bOiO s N Q o O C_ v d Q o J C 16 N C E L 2 N N O ° m V1 0 i U J > m a, y\ U N m- W= N h Y c O n N O .0 L C v Y m m 0 o a ° a° O o m v U— o J c N -° E m z \ c fl. E_ N N u N c j U v 7 T ai N 3 N c — z ° o J c _ Y m w °o a c m u ? m c m w m N l�\7 m\\ a �_ ., z o v> o U ,� m O E N 3 `° p ° U 0 °° O m y c m J> Y c t F v m L m m z a \ o v£ a° m ° m m u £ m E o. u m U O O m W GO m w 5 h a g c Fa. c O m C E W y .. v 0 a` m Q N 0 s n 00 0 0 'yO F _ O N � d M Z c N Y Ln N Y O O O u o z u` N I I C O I I I v � i I I I Q LL m I I I I I o � I I O N I w Q � a 00 I I I I I I I I I I I ILn - 3 Y m o N Y I � r1 I I I I V � � I I I I I I O } � 1 o I O N O O � } � � I I I I I I I I I I I I Ln o o O � N n N n N O}) N N UO!ILAR13 o N N N 00 L n 00 o K c N N 0 O F 10 O N a m z O '� N Y N C i+ p to 2 V N Y Ln Y O O u o z u` O 0 w w m w Q LL Y co } u1 N � v Q C O O_ O O w C m Ol O y ro O N � O } ul � O O N O N c> G O O O N 0 v N m N C0m N v N (4) UO!Ienal3 N 0 s a o m n Co ) C c N M 0 O F y O N a m z 0 N Y M c -P o 00 2 G/ 0 LL V N iO Ln Y O O u o z u` v I I I I I I — v a Y I I I I I p � I I I I I O m m N Q � o � a °o LL I I I I I v — I I 3 C ma O N ci m I I I I v � ,� N O I I I I I I Lo N } �I 1 T I O N o o N � O N } � I I I I I I I I I I I I I � N � 0 � o LD N m LD N oo LD N (4) n LD N uO!Ienal3 I L N N C CT .0 a@i •0 m v Y VI •Y (0 @ C Y to y O v L w v c E C N O_ Q .V N O" L - 'O O O 'D N o O O C C •� V '6 N (� L O v Q N (0 a@ xo a w• 3 o c x •3 E E 3 t 3 aw o L w 3 _ Y 7 00 M V N ifl V � w N N @ N lD O -i I-� O N c4 v m .v 3 LL N N 00 L n 01 o o z c N m 0 O F 10 O N a m z o =� v >01 c -P o 00 2 N 0 LL V N iO Ln Y O O O u o z u` 0 3 Y co m 0 m N 0 ID 1 O d � � t ci t � rn � N ry Ln N O ci �c G O N O N O � v c} G rn LD N N oo LD N n LD N LD LD (4) uO!Ienal3 Ln LD N N v LD N bD a � c v O Y h Y N c Y w N 7 0 bD @ Q L Y v C N p_ Q .V w '6 •� V c N N "6 O NN— O E v�i is 3 N E E 3 t 3 L N 7 oo Ln Ln O Ln V I- Y c c-I m o c-I V O to V v c m .v 3 LL N o � o > I I I I I I w w Y I I I I L m m > � I I I I I I I I I w c 0 n o o v I m — ' Y c m I I I I 11 + I Y Ln I I I I O � Ln N } �I1T I I I I I I I I I I o N o N oN O N >- I I I I I I I I I I N O O N N o } 2! ID o Ln N Ln o Ln N o Ln N (4) uO!Ienal3 o O L N N O c O a @ C •� v Y VI •Y (0 @ C Y c �Lbo '� E N Y � o y O L w Q E n O N O O N O C (0 c-I C •� V '6 N m L O v-o N mr m cxo a s w Y 3 0 2 E x •3 E E 3 t •3 w o L lu 3 mN `0 v m .v I LL N W .O O r n 00 0 N R 0 'yO F _ O N � a 'too z O •�6 c G/ b LL V N Y Ln Y O O u o z u` 0 3 Y m m O M N 0 ID 1 O d � � n s � O CD O � N O O Ln N ci c} G O N O N O � v c} G M N N In N c-I V1 N O V1 N (4) UO!Ienal3 Ol V N co V N bD w N 7 bbD L E @ L W N Q L Y Q) � Q � C N Q Q.V N 6 c-I @ O N N '6 '6 N— E is 3 E E 3 t 3 k N v 3 V O I- c-I lD I- N Y � v Lo o .-i Lo o 00 V v � m .°' 3 LL N o � o � I I I I I I v a Y m I I I I I o � I I I I m `n w Q � 0 a 0 0 0 LL I I I I v I I I I 3 Y C m m Y I ro + o � co I I I N o I I I I I I ID N � I � N o O � o � } � I I I I I I I I N I I I I 0 No � � O � c O Q N N N Ln N (4) uO!Ienal3 N L N N M O C m co na c- m .a., O N n o ON ar C c N O O O � t y O N � a m z O '� v Y 01 c 2 N b CL V N Y Ln Y O O O u o z u` Ln �^ o � w I I I I I I I m v LL m I I I I I O � I I I I O m � Q � 0 n o o LL I I I I I — 3 Y 6 m Ln N � � Ln ci I I � � I N O I I I I I I I ID > � o I I I I I I I I I ON N m c } � I I I I I I I � O O N v O > ID N ID N ID N (4) uO!Ienal3 I N N F O C CTn O N •� N N Y VI •Y (a @ C Y ns y O E L w N O_ E n O O cwL a) O C m c-I C •L V '6 a) (� L O v Q N (a lu v xo v a w Y 3 0 6 E x •3 E E 3 t •3 3: v o D Y 7 V m V I� W V N O M N .—I m O O m 6 w v m .v 3 LL N m � 0 w w w Q Y m O � N v Q C O 0 O O v m m oN Y rn N 0 N ID N c} G V1 N O p N O 0 0 N O M N c-I O Lo N N (4) uO!Ienal3 I N N m 3 Y C f0 co Ln a -I O ID } 0 a° x O t � � o � o O O ci ci } Ln O ry c} G a LD N 0 M 1p N ry 1p N lD N (4) uO!Ienal3 o lD N m lD N bD Y h •Y C w N 7 N bD L E @ L @ Q L Y C N Q O_.V N '6 O N '6 '6 N E vwi is 3 N N E E 3 t 3 l�O N 7 c0 N O) V c0 I- lD m v o .-i vi o v v m •°' 3 LL !n O o I I I I I I I ,v � a Y m I I I L m o � I I I I I I I I I I w � oo oo I In — 3 Y m m I I I I co I � � I � N Ol I I � O N Ln ID N }} G o I I I I I I I I I I N o � o I I I, I I m I I I N o 0 o} � N O Q In Ln N In Ln N In Ln N (4) uO!Ienal3 Ln Ln N N Ln a c o v w v a` Y lb } 1 V N Q N O O_ O o v Ln Ln In L 3 Y @ co ro rn N N O O In ID } 0 Ln N c m O N } � O O O N c } In Ln N N Ln N Ln N (4) O Ln N uO!Ienal3 m V N Ln m oj om bA a0 0 rl a 0 v 0O p Y C c N m 0 O y O N a m z o=�v>ol c -P o 00 2 N b LL V N iO Ln Y O O U N z U Ln 3 Y fo f11 V m a -I O ID } 0 o a _ O t t O m m O O In ci 2 Ln N 0 N O v c} G N In N 0 c-I V1 N O Ln N (4) Ol V N uO!Ienal3 oo V N Y h •Y C w N 7 NbD L E @ L c @ Q L Y v Q C N Q Q.V N '6 - O w N N '6 '6 O 2 N E v�i is 3 N E E 3 t 3 L @ 7 0 of N o0 N O O oo Lo r c oo Lo v co •° � LL N E N 3 0 3 v 0 0 O a C O N ly + wV O N y O m a y z } d u on c 3 o . u o- `o Y to C � O C O 7 3 u � � � a Y e-1 C F 7 V d Gl a 0 O O O O ~ ~ i � O 0 � % O u a � 0 0 0 V 0 v` m o w a > � A A U N 0 0 0 (�) 0 ani;einwn:);ua»ad 0 0 0 0 0 0 96. O�y 02 62 OI �r o 2S 9F o 95� Oar ■ IJL 8r r O6, ak A 9 C V Sd U V H \ 9r2 w m in o V 9 N � a S 6 8� z ' r so ■ sz. 0 Sir � O 900 0 0 0 0 0 0 0 0 0 0 0 ~ ;ua»ad sseI3 lenpmipul 11 c d C C in O N N N M O Ol lD O M I� n ttl O O O O O O O O `m a E � E J uJ m m v � U u d a o Ol ZT ZT 00 m O C J O U 71 0 vl oo io a ti vl a M N .-I m .-I Ln u_ i' a a y I.fl I.fl N I.fl N N m I� n ul O Ln E Cp D N o 0 0 0o O D O O O lD N M n T l 'I O M of N D Ill O O OO O v GO O O O N N C Ill m N I I I N N n Cv E m O O o N lD N In O O O N of N O T lD O m O O lD N M In C T lD O m mm N O lD N iNy N O T O Q O O O 6 c-I Ill N N M Ill v�i v v v�i v�i m T c0 f0 �_ h U 'li LL >_ j_ h U U �_ u0 U \ �' N t0 i T T N N N t0 i T N t0 tl�YO tl�YO t0tl�0 -0 w '—� in N > .� IL O U N > N > N > .� IL LL O U O U N > N > E E J J E E J N m a Y �74_ C N M jp O M .--i O of M O co O 3 v co L u -M v � a y C II II II II II II � t0 U o 0 0 0 O a c 3 N I .� , (J In O N � N � .2 � N y O m a g z a N o u to 3 o s m a N a 0 C O 7 � � 3 O N' M � d �+ N � H 7 V N � N a 0 O O O O O ~ 0 0 ~ a a i � o0 � E ! a i u t- a .y Na a a 0 0 0 V 0 v` m °1 O w a a w � A A U A iq 0 0 01 00 0 h (%) 0 tp anl;elnwn:) 0 of 0 V 0 M W03 0 N 0 c-I Od 0 96. O�y 02 62 OI �r o 2S 9F o 9S2 01, ■ 8r r 0, 1 A 9 C C `Sd V V V w of G1 f6 O! 9 o r p > � OC j I• U rr N N O ~ > A � � a S 8� z 0 r o o so � ■ sz. 0 Sir � O 900 O 0 01 0 0 00 0 h 0 tp 0 of 0 V 0 M 0 N 0 c-I 0 IUO lad ssel:) lenpinlpul N N C N V II N to to O N MID N to m N r m m r W O O O O O O `m a E E u' E H u m N N m � (p N W N M- C -- - M- M- M - - � W rl N O U U N a G N W N M 4n C C N rl M lD M M �fl ti W rl N O � C o H O U w u G 1 c�-I n N M l.fl a M rl ti N rl M N N a w K rl to N M �fl Q1 O Lfl N E l0 O N c-I N 0 0 00 O t0 O O O lO N M Ln V V l0 p m w0 l0w Ln N N N a O V O O H E N E O O O O c-I N N V V/ 00 c-I c�-I N cN-I N M Ln cO n N IE6 C O O l0 N N V/ O O o0 O l0 O O O l0 N M V/ V V l0 O o)coo o0 N-I O oo ko Ln N M N N O V O O O O O c-I N N V V/ 00 c�-I c�-I N Ln v c E o v v �_ E E o o E Z y 16 N - _J U LL LL _J _J U U O 3 N u0 U w 1.1 \ —' t/1 v > N LL cc0, C N o U v i v i v i N LL 0! E LL C°1 C°1 o U o U v > v i E to E to �o J �o J E N E N C J CO � to W m E E M O M O jp O c-I iD ko M 3 `m c-I c-I L u N W E OC y C II II II II II II 16 U 0 0 O a C O � � 3 O N' M � d M H 7 V N � N a 0 O O O O O ~ 0 0 ~ a a i � 0 � E H a i u a .y Na a a 0 0 0 V 0 v` m °1 O w a w � m A U A iq 0 0 01 00 0 h (%) 0 tp anl;elnwn:) 0 of 0 V 0 0 M N W03 0 0 c-I Od 96, O�y 02 62 OI �r o 2S 9F o 9S2 01, ■ 8r r O6, A9 V V (0 G1 f6 N �� in V 9 N r N U K � -O rr N M � a S 6 8� z 0 r o o so � ■ sz. 0 Sir � O 900 O 0 01 0 0 00 0 h 0 tp 0 of 0 V 0 M 0 N 0 c-I 0 IU03Jad sseli lenpinlpul 01 MW m Ol N N t0 t0 00 O V/ O W V1 I� N t0 N 00 e-I o) Ol of Ol of pt of O O O O O O O O O O `m a E E u' E H u m cu 01 m (p N M - - - - m - - - C - m W O U U cu a o o ti m m Ip o ~ C o O OO oo N u 1 c�-I M M N N N N rl M rl N t' m a w N K E l0 N 0 0 00 O t0 O O O tO N Ln V o 00 o l0 N N N a oo r O E N E O O c-I O N O O c-I N N V V/ 00 c-I c�-I N M V l0 m cN-I N M Ln cO O O n H N IE6 C O to N N V/ O O o0 O l0 O O O l0 N V/ V O W O l0 N N N V O O O O c-I O O O c-I N N V Ln 00 c�-I 4 N M V l0 of cN-I oo N M V/ O O ar ar ar m � c E o m m Z E E o o E Z U LL LL _> _> N wN U U 0/ 0/ = = 3 O/ 0 0 U 1.1 \ t/1 > N LL N o U v i v i v i N LL N-o E LL °1 -o °1 o U o U v i v i E Vl E In �o J �o J E N E N cc0/ C �o J v co a > I Y Q Oybjr ) ��bb j ! U p to W 0] E N m N r to O 3 w cLn-I Ln L u N W E OC y C II II II II II II 16 L !] U !] !] !] !] 0 0 0 O a C O 7 � 3 Q V V y � d H C � 3 O V N � � N 0 O O O O O ~ 0 0 a a y o0 E @ u � a .y a Na a 0 0 0 V 0 v` m °1 o _ w a ISL M w A A U A iq 0 0 01 00 0 h (%) 0 tp anl;elnwn:) 0 of 0 V 0 0 M N W03 0 0 c-I Od 96. O�y 02 62 OI �r o 2S 9S o 9S2 01, ■ 8r r 06' 9 S� G1 V Qj E 3 a M M �� \ ix 9r 7 U F -a rr a � "a A Y m S 6 8� z 0 r 0 o so � ' s ' za Sir � O 900 O 0 01 0 0 00 0 h 0 tp 0 of 0 V 0 M 0 N 0 c-I 0 IU03Jad sseli lenpinlpul m a £ U E u w N N m u r - C N- N - - - - m- C - -- O �@ N a G r ci V N m N .ti c-I V N V M Ln V N O O O � C o H O U O! G u 1 a w N N N N I� ^ Q1 Lfl N K E l0 NLn 0 0 00 O t0 O O O lO N V/ V p O0 0 l0 N N N a V O E N E O O -1 O N O O c-I N N V Ln oO c-I c�-I N M V l0 Ot cN-I N M Ln �O O O n H N 1E6 C O l0 N N V/ O O W O l0 O O O l0 N V/ V O W O l0 N N N V O O O O c-I O O O c-I N N V V/ W c�-I c�-I N M V l0 Ot cN-I N M Ln O O a, c E o a a �_ E E o o E Z y LL LL _J _J U U 1.1 t/1 > LL c0, 2 N o U>>> v v v N LL 0! E LL � °1 � °1 o U o c.� v >> v E Vl E In �o J �o J E N E N cc0/ C �o J v CO odo/ � to W O] E � M ^ O M O -O an 16 O c-I Ln N M 3 w cM-I L u @ W E OC y C II II II II II II 16 L !] U !] !] !] !] 0 0 0 O a C O � O' m d H C E, 3 O V N � N a 0 O O O O O ~ 0 0 ~ a a i � o0 E N a N u .y Na a a 0 0 0 V 0 v` m °1 O w a a - - 11a A A U A iq 0 01 0 00 0 h (%) 0 tp anl;elnwn:) 0 of 0 0 V M W03 0 N 0 c-I Od 0 96. O�y 02 62 OI �r o 2S ,9 o 9S2 01, ■ 8r r 06, �9 C S� G1 V E 3 m �F \ M M �� K00 9r U F v rr a � "a A C m a 9 S 6 8� z 0 r o 0 so � ■ sz. 0 Sir � O 900 O 0 01 0 0 00 0 h 0 tp 0 of 0 V 0 M 0 N 0 c-I 0 IU03Jad sseli lenpinlpul N � Lfl N N Ol O M M� l0 h o0 V Ol l0 V c-I c-I I� � O O O O O O O `m a E E u' E H u m N � N m y U U N Lfl n ti M N .ti ti n to n W I� O Lfl N .ti O N a N l0 r c-I M N .--i .ti n to n W I� O Lfl N .ti O C 0 '-I O U u O 1 N M N Lfl N a w N K E l0 N 0 0 00 O t0 O O O lO N V/ V p w o l0 N N N a V O E N E O O c-I O N O O c-I N N V Ln w c-I c�-I N M V ko m cN-I w Ln N M V/ �O O O n H N IE6 C O l0 N N V/ O O o0 O l0 O O O l0 N V/ r O w O to N N N V O O O O c-I O O O c-I N N V Ln o0 c�-I c�-I N M V l0 m cN-I oo N M V/ O O v c E o v v �_ E E o o o o E Z y 16 N - _J U LL LL _J _J w O N__ 3 N u0 U w 1.1 \ —' VI v > N LL c0, 2 N o u>>> v v v N S LL 0! E LL�� w w N o u o u v > v > E Vl E In �o J m J E N E N cc0/ C m J y m Rl�bJr U d0440/0 � 0 In W m E O @ M 0 V V) O 3 `m O N L u N W E OC y C II II II II II II 16 U 0 0 a O Y 3 u V 4) fv1' (0 � a C m 7 � V O1 O1 a 0 O O O O ~ 0 ~ y � 0 O ai u � a ti 0 0 0 V 0 v` m o _ w U_ m A A U N 0 0 0 (�) 0 ani;einwn:);ua»ad 0 0 0 0 0 0 96. O�y 02 62 OI �r o 2S 9S o 9S2 T. Oar ■ T. 8r r O6, I V M \ 9r2 t0 in M' i0 r V K O rr v m y 'O co C 9 a S 6 8� z oN r N o so � s ' za Sir 1, O 900 0 0 0 0 0 0 0 0 0 0 0 ~ ;ua»ad ssel:) lenpmipul 11 ], c � J rl N N N M 00 M Ol M Ol M�� O M O Ill M Ill w Ill lD M lD A lD I� � pl pl pl O O O O O O O O O O O O � uJ E J m v m � m U u d a C J O U w 0 Ln m a. a y m m N m N m Ln E xC D O N 0 0 of O lD O O O D N M n C C lD O Ol of N O OJ D Ill N lD N O O a O O H v G O O O O N N T Ill of N N M Ill N N n Cv E m O O � N lD c cN-I In O O O N of N O C l O of O O lD N M In C T 3 O m of N O lD N iNy N O T O Q O O O c-I Ill N N M Ill v�i v v v�i v�i m T c0 f0 �_ h U 'li LL >_ j_ h U U �_ p u \ �' N- N i T T N N -o -o N t0 i T N t0 Q Q t0 t0 tl�YO -0 w '—� in N > .� IL N o U N > N > N > .� IL LL o U o U N > N > E E J J E E J N m C -� j0 O O N Ol O lD 3 v M L u � v � a y C II II II II II II � t0 L 0 U 0 0 0 0 o 0 0 0 0 O a O 7 3 V 4) u Y m 7 � V d Gl a 0 O O O O ~ 0 ~ i � oC O t+ a ti 0 0 0 V 0 v` m o w a � m A m U N 0 0 0 (�) 0 ani;einwn:);ua»ad 0 0 0 0 0 0 96. O�y 02 62 OI 2r o 2S 9F o 9S2 01, ■ 8r l O6, I � "O V S6 • , CC C V y ■ O \ 9r2 w t0 in a r u rl O ca 'O co >_ a S 6 8� ON o o ■ SO � zQ Sal � O gob 0 0 0 0 0 0 0 0 0 0 0 ~ ;ua»ad ssel:) lenpmipul 11 c T m M m C m O M N In O 1 0 0 0 O O O `m a E � uJ E J m v yo U u d a M N M lD m c-I N Ill lD Ill N M Ol lD O C J O U 71 u_ p a m N m io N a .--I N vl a m N .-I N m vl Ln m a y 5 Ln E mC D O N 0 0 of O D O O O lD N M n C T lD O Ol of N O OJ D Ill N lD ZT N O O oo o O O H v E O O O O N N C Ill of N N M Ill N N n Cv E m O O � N lD c cN-I In O O O N of N O T lD O of O O lD N M In C T lD O m of N- O lD N iNy N O T O Q O O O c-I Ill N N M Ill vOi v v vOi vOi E_ m T c0 f0 �_ h U 'li LL >_ j_ h U U p U \ �' N t0 i T T N N N t0 i T N t0 tlOYO tlOYO t0 t0O tlOYO -O in > .� IL O O U N > N > N > .� IL LL O O O U O U N > N > E E J J E E O J N m co In O •--I T O jp O N C n l.fl C N N lD M 3 v L u -M v E a y CII II II II II II � t0 L U0 0 0 0 0 o 0 0 0 0 0 a V 0 v` m °1 O w a a C U_ O +i+ O Y .� N s "> UJ V U vi au a+ CO 7 n V N � 0 Ol a � m A U A iq 0 0 0 0 O 01 00 h (%) O O O O ~ 0 0 ~ a a i � O 0 o N O in a m i t a .y a Na a a 0 0 0 0 tp anl;elnwn:) 0 of 0 V 0 0 M N W03 0 c-I Od 0 96, O�y 02 62 OI �r o 2S 9S o 9S2 01, ■ 8r r 06, A9 V V M N 9r2 n d' V 9 N i r _ Ill m � u I tjf 5 "O A m O 9 a S 6 8� z 0 r o o so ■ sz. 0 Sir � O 900 O 0 01 0 0 00 0 h 0 tp 0 of 0 V 0 M 0 N c-I 0 0 IU03Jad sseli lenpinlpul N N N O ti m O O O c-I Il m r lD O W Ln c-I I, Ir m 0 0 0 0 0 0 0 0 `m u E E u' E H u m y Gu m m Ip N - - - - - W - - - - W - C W - - - - O U u cu a m G r to N 'o c-I w c-I c-I to N �y w m V w Il to to N c-I O O � C o H O V O! u G 1 r 7 N Lfl rl ✓1 rl �� M N ti N N M rl N m a w K N E l0 O N c-I N 0 0 o0 O t0 O O O k,o lO N M V/ V V l0 p m o0 0 l0 N N N a O oo V O O H E N E O O O O c-I N N V Ln w c-I N cN-I N M Ln oO n N 1E6 C O to N N V/ O O c0 O to O O O l0 N V/ V O w O to N N N V O O O O c-I O O O c-I N N V V/ o6 c�-I c�-I N M V l0 m cN-I N M V/ O O v c E o v v �_ E E o o E Z y 16 m — � _O U LL LL _> _> U U u0 V 1.1 \ t/1 > LL� c01 U i i i LL LL�� U U i i Vl In �o J �o J N N 2 J CvO a > Q ) ��bb I ! Y U Oybjr jo/ � p to W m E y M m N O m ti W Ln 3 w L u @ W E OC y C II II II II II II 16 U APPENDIX 5. Hydrology Summary Data and Plots Table 14. Verification of Bankfull Events Shake Rag Mitigation Site DMS Project No. 100018 Monitoring Year 2 - 2021 Reach UT1 Reach 2 MY M Y1 Date of Occurrence 2/13/2020 Date of Data Collection 2/13/2020 AM ethod Crest Gage 4/13/2020 4/13/2020 MY2 7/19/2021 7/19/2021 8/18/2021 8/18/2021 UT2 Reach 2 M Y1 2/6/2020 2/6/2020 MY2 7/19/2021 7/19/2021 8/13/2021 8/13/2021 8/17/2021 8/17/2021 10/8/2021 10/8/2021 UT3 Reach 2 MY2 7/19/2021 8/9/2021 Debris Wracklinesl UT4 MY2 7/19/2021 7/19/2021 Crest Gage 8/7/2021 8/7/2021 8/17/2021 8/17/2021 10/8/2021 10/8/2021 Shake Rag Branch Reach 3 MY2 7/19/2021 8/9/2021 Debris Wracklinesl 1Photo documentation of debris wracklines are included in the electronic support files Table 15. Verification of Consecutive Flow Days Shake Rag Mitigation Site DMS Project No. 100018 Monitoring Year 2 - 2021 N U! N O Z w N N � YJ 2 O L 0 n N C-4 O N C N Q W N W N � Q O w rl - a � O ti m � V N � d a � 0 n � M N > tm m Y O L � cn N 0. Q tN/1 N N N I L LL N m ti (ui) uoi;e;idioaJd a m n 0 O N m O y mm to m w 5 E m o ' m y Y n C m g 0 (u!) Ilewea O O O o 0 o O O O 00 ID N a M N .--I O .4 o o ai ai o6 o6 r� r� O O O O O O N N N N N N N N N (4)I-aljalepA N L 0J ry OJ O w N N ' F N y N } to OJ t�0 O l7 �C N O u a m n 0 O N m O y mm to W w 5 Em o ' � O m y Y n C m g 0 (u!) Ilewea 0 o O O o o O O o 00 ID N a M N rl O o ai ai o6 06 r� r� �6 N N N N N N N N N (4)I-aljalepA a m n 0 O N m O y mm to m w 5 E m o ' m y Y n C m g 0 (u!) Ilewea 0 0 0 0 0 0 0 i6 vi a cvi r.i ,-i o 0 0 0 0 0 0 0 ai o6 16 ui v ni N N N N N ID ID ()J)JDADIJa;eM N O (u!) Ilewea O O O o 0 0 0 i6 vi a cvi r.i ,-i o N ti O 01 O O O 01 V1 V1 V/ V N N N N IlaADJJajeM (u!) Ilewea O O O o o O O O h l0 V1 a M N rl O O m 00 h l0 V1 a n'1 N N N N N N N N N N N N N ()J)laADJJa;eM M L u GJ L u � O N i O m N do N m 0i N M Y O 01 t0 t' � O O w m 0 (u!) Ilewea O O O o 0 0 0 i6 vi a cvi r.i ,-i o N c-I O 01 00 I� lD N N N rl ri rl ci N N N N N N N ()J)IDADIJa;eM APPENDIX 6. Adaptive Management w O w m w Y 16 a c � Y Y � (0 � O v O c C N w C N w O i L J w w J L N a O O O O O 'c U O uu o up _ O a Y N °- N O Y N N E J O £ U O a+ L 3 0 O 0 O Y LO p a ° O -6 O E fl- J U u U O U O ° 5 -p @ 3 a N E Y m 'c o c -° ai ai b0 v p °- p= p -O u C p a C -O -O p p m s z z z o m ¢ z= o z =¢ ¢ a m w L @ m c o Y V @ a w J N O ° m w s o. 0 w — j — J N O a @ @ @ a -O a @ @ O w aJ+ N a O o� a b0 ° E E° E Y w w Y a E E w J ,J. .J• p� E�� O� i E �_ i C� �_ a _ 2E '2 V1 '2 '2 h0 C J b0 C J U bQ C J U bQ C J U bQ C J U bQ C J U bQ C J U b0 C J U b0 C J U b0 C J U b0 C J U = 3 Y 3 3= Y = = 0 o o a o a o o — o o a o — a a o o a o= Y -O -O O Y -O N N O O O N N O C (6 O (6 O O. O w c6 cp N cp O c6 cp m = _ m Q Q z Z \ Z In \ Z z N z\ Z In z N rl ri Z z N N z O O + ti O O + O m u1 + O m O M + O m u1 CO + m u1 + .-I m u1 + .-I m O O + .-I m O m + .-I m O + .-I m u1 + .-I m O lD + .�-I m O V) + N m u1 1� + N m u1 ti + N m O V1 + N m O M + N m n + N m O + N m N + O v L m z ' N L m z m m L y r � a L w z to a ~ m L N m L H Representative Stream Areas of Concern Photolog MY2 UT3 Reach 2 STA 306+00: typical headcut, structure piping I UT3 Reach 2 STA 307+75: typical bank instability UT3 Reach 2 STA 311+75: headcut/downcutting I UT3 Reach 2 STA 312+00: typical bed instability Shake Rag Reach 3 STA 921+50 & 921+75: Typical bed and bank I Shake Rag Reach 3 STA 922+15: Typical minor bank instability instability Shake Rag Reach 3 STA 922+50 & 922+75: Typical I Shake Rag Reach 4 STA 923+75: Minor deposition at valley break headcut/downcutting, riffle material lowered UT1 Reach 2 STA 112+00: headcut due to structure piping UT4 STA 404+25: Typical headcut, structure piping