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HomeMy WebLinkAbout20131140 Ver 1_As Built Baseline Report_20151029 Baseline Monitoring Document and As-Built Baseline Report FINAL Pee Dee Stream Restoration Site NCDMS Contract No. 004644 NCDMS Project No. 95350 Montgomery County, North Carolina Data Collected: 3/23 – 4/23/2015 Date Submitted: July 10, 2015 Submitted to: North Carolina Division of Mitigation Services NCDENR-DMS, 1652 Mail Service Center Raleigh NC 27699-1652 Prepared for: 302 Jefferson Street, Suite 110 Raleigh, North Carolina 27605 Prepared by: 37 Haywood Street, Suite 100 Asheville, NC 28801 i Executive Summary The Pee Dee Stream Restoration Site (Site) is located in the Yadkin River Watershed (NCDWQ sub-basin 03-07-10 and HUC 03040104020020) approximately 1 mile south of the town of Pee Dee, NC in Montgomery County at Latitude 35.255572o N and Longitude 80.028665o W. The Site encompasses approximately 18.6 acres of predominately agricultural land and includes three tributaries to Clarks Creek – Thompson Creek, Dale Branch and Jerry Branch. Through the North Carolina Division of Mitigation Services full-delivery process, Resource Environmental Solutions, LLC, generated a total of 6,504 stream mitigation units through Priority I Restoration and Enhancement of the above listed streams. The goal of the project was to address stressors identified in the Targeted Local Watershed Plan such as improving water quality, aquatic and terrestrial habitat, and flood flow attenuation. The goals were addressed by restoring stable channel morphology and sediment transport capacity, improving stream bed form and habitat, improving stream bank stabilization, and providing riparian buffer restoration by re-establishing a native plant community within the easement. Historic land use at the Site has consisted primarily of livestock grazing and dairy farm operations. Additional land use practices, including the maintenance and removal of riparian vegetation and the relocating, dredging, and straightening of on-site streams have contributed to unstable channel characteristics and degraded water quality. The project site was delineated into four components totaling 6,710 linear feet: Thompson Creek 1(243 feet), Thompson Creek 1-2 (1,349 feet), Dale Branch 1 (375 feet), Dale Branch 2-5 (2,993 feet), Jerry Branch (1,691 feet), Hudson Branch (59 feet). Dale Branch 1 and Thompson Creek 1 received Enhancement I while the remaining components received Priority I Restoration. The installation of brush, rock, and wood structures were utilized throughout the restored reaches to provide bed and bank stability as well as aquatic habitat. On Thompson 1, the pond outlet was lowered enough to allow the reformation of a channel in the pond bottom. On Dale 1, the breach in the dam was stabilized in order to prevent degradation of the wetland that formed in the abandoned pond bottom. All components were designed as Type B4 or B5 streams. These channel configurations provide a stable pattern and natural form based on the Type II colluvial valleys where the streams are found. A baseline stream and topographic survey was performed between March 23 and April 23, 2015 to document baseline conditions at the site. In general, stream pattern, profile, and dimension were similar to those values outlined in the design. The survey revealed that Thompson Branch was built 0.5 feet lower in elevation than designed; however, the deviation was maintained throughout the length of Thompson Creek. The channel and associated slopes were constructed as designed and the error, occurring during construction stakeout, should not affect stream stability. A vegetation survey at the Site was conducted on April 14, 2015. Results from the initial survey indicate that planted stem density ranged between 810 and 1,139 stems per acre with the mean density of 922 stems per acre across all plots for MY0. A total of nine species were documented across all plots with species diversity within the plots ranging between 2 and 8. At the time of vegetation data collection, herbaceous vegetation had begun to establish. Additionally, good recruitment from woody vegetation is expected due to the presence of mature trees within the easement. Table of Contents Executive Summary ................................................................................................................................ i 1.0 Project Goals, Background, and Attribute .................................................................................... 1 1.1. Location and Setting ............................................................................................................. 1 1.2. Project Goals and Objectives ................................................................................................ 1 1.3. Project Structure, Restoration Type and Approach ............................................................... 2 1.4. Project History, Contacts and Attribute Data ........................................................................ 4 2.0 Success Criteria ............................................................................................................................. 4 2.1. Morphological Parameters and Channel Stability ................................................................. 4 2.2. Surface Water Hydrology ..................................................................................................... 5 2.3. Vegetation ............................................................................................................................. 5 3.0 Monitoring Plan ............................................................................................................................ 5 3.1. Stream Channel Stability and Geomorphology ..................................................................... 5 3.2. Stream Hydrology ................................................................................................................. 5 3.3. Vegetation ............................................................................................................................. 5 3.4. Permanent Photo Stations ..................................................................................................... 6 3.5. Maintenance and Contingency .............................................................................................. 6 4.0 Baseline Conditions ...................................................................................................................... 7 5.0 References ..................................................................................................................................... 7 Appendix A General Tables and Figures ............................................................................................. 8 Appendix B Morphological Summary Data and Plots ....................................................................... 18 Appendix C Vegetation Data.............................................................................................................. 55 Appendix D Permanent Photo Stations .............................................................................................. 65 Pee Dee Stream Restoration Project 1 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 1.0 1.1. Location and Setting PROJECT GOALS, BACKGROUND, AND ATTRIBUTE The Pee Dee Stream Restoration Site (Site) encompasses approximately 18.6 acres of predominately agricultural land and includes three tributaries to Clarks Creek – Thompson Creek, Dale Branch and Jerry Branch. The Site is located in the Yadkin River Watershed (NCDWQ sub-basin 03-07-10 and HUC 03040104020020) approximately 1 mile south of the town of Pee Dee, NC in Montgomery County (Figure 1). Clarks Creek is listed as a Class C water (NCDWR) and flows into the Pee Dee River. The Site is located within a NCDMS targeted local watershed. The project area is located in the Carolina Slate Belt Level IV ecoregion, comprised of mineral rich metavolcanic and metasedimentary rocks with slatey clavage. All three project reaches lay within Type II colluvial valleys with structurally influenced valley morphology. Historic land use at the Site has consisted primarily of livestock grazing and dairy farm operations. Additional land use practices, including the maintenance and removal of riparian vegetation and the relocating, dredging, and straightening of on-site streams have contributed to unstable channel characteristics and degraded water quality. 1.2. Project Goals and Objectives The project goals address stressors identified in the TLW and include the following: • Improve water quality within the restored channel reaches and downstream watercourses by reducing sediment and nutrient inputs and increasing dissolved oxygen levels • Improve local aquatic and terrestrial ecological function via stream shading, habitat complexities, and organic/woody material introduction • Improve aquatic and benthic macroinvertebrate habitat and associated stream bed form • Improve site hydrology and attenuate flood flows on-site and downstream • Provide approximately 18.6 acres of riparian area restoration with a native plant community • Protect stream and riparian improvements with livestock best management practices • Protect the site in perpetuity with a permanent conservation easement The project goals will be addressed through the following project objectives: • Implement Priority I or II restoration of 5,992 feet of stream and enhancement of 625 feet of stream • Implement appropriate changes in dimension, pattern and/or profile to create geomorphologically stable conditions along project area reaches • Modify degraded stream channels to enable proper sediment transport capacity and improved stream bed character • Construct a floodplain bench that is accessible at the proposed bankfull channel elevation. • Remove a major impoundment • Integrate in-stream structures and native bank vegetation Pee Dee Stream Restoration Project 2 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 • Plant native woody and herbaceous riparian vegetation with a minimum width of 50 feet from the edge of the restored channels • Eradicate invasive, exotic or undesirable plant species • Install cattle exclusion fencing, two new wells, two new cattle drinking stations, and upgrade eight existing cattle drinking stations 1.3. Project Structure, Restoration Type and Approach 1.3.1. Project Structure Construction of the Pee Dee Stream Restoration Project produced a total of 6,092 feet of restoration and 618 feet of enhancement, as outlined in Table 1 and depicted in Figure 2. The project site was delineated into four components totaling 6,710 linear feet: Thompson Creek 1(243 feet), Thompson Creek 1-2 (1,349 feet), Dale Branch 1 (375 feet), Dale Branch 2-5 (2,993 feet), Jerry Branch (1,691 feet), Hudson Branch (59 feet). 1.3.2. Restoration Type and Approach Thompson Creek Thompson Creek is divided into three main reaches; Reach 1 is located upstream of the old pond dam, Reach 2 extends from the pond down to the existing pipe crossing, Reach 3 is downstream of the existing pipe crossing. Reach 1 was constructed as a semi-passive restoration of a Type B5c stream through the pond bottom. The earthen dam was breached in stages to drain the remaining surface water and expose the pond bottom sediments. The pond outlet was lowered just enough to permit the reformation of a channel in the pond bottom but not to the extent that stored sediments are eroded from the old pond. Log sill structures were installed in strategic locations especially near the upstream end of the pond in order to stabilize the bed profile. Channel reconstruction was not performed in this reach since construction access into the pond bottom would be difficult if not impossible. By breaching the dam, Thompson Creek is reconnected as a stream corridor. This restores stream functions such as floodplain connectivity and sediment transport, as well as improve aquatic habitat. By removing a stagnant agricultural pond and restoring Thompson Creek back to a stable stream corridor an overall functional uplift has occurred. Reach 2 used a Priority I approach and was constructed as a Type B4 stream with moderate sinuosity and an average channel slope of 2.2%. Consideration was given to restoring the channel on its current grade since the stream is now running on bedrock in many locations and as a result the profile has stabilized. However, the presence of mature vegetation on the floodplain and the extent of grading and removal of topsoil that would be required dissuaded this approach. Instead the channel was reconnected with its historic floodplain through a combination of lifting in place and complete channel reconstruction. The proposed channel alignment was selected to incorporate existing mature vegetation where possible and to minimize its disturbance. Thompson Creek is distinguished from Dale and Jerry Branch by the presence of large gravel and cobble bed material. This gravel and cobble was harvested and reused in the proposed channel. The use of this bed material will provide for a self-armored channel with a slope slightly less than the valley slope. The additional grade differential will be made up for through the use of boulder and log step structures. Pee Dee Stream Restoration Project 3 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Dale and Jerry Branch The restoration approach for Dale and Jerry Branch was to reestablish the conditions that provided for the historic stability of these two streams. This involved reintroduction of extensive wood grade control and removal of livestock access. Due to the extent of degradation this required backfilling of the existing channels and reconstructing the proper channel dimensions. The disparity between the natural low- gradient slopes for streams with small gravel bed material (0.2% to 0.3%) and the moderately steep valley slopes (2% to 4%) was resolved by using logs to create small steps and then having relatively flat channel reaches between each log structure. Since logs were used as grade control the steps will be held to a maximum drop of 0.4 ft. Where site conditions exceeded the slope that can be accommodated within these limitations, a threshold design approach was used to establish an armored reach grade control. Generally, the channels were restored as Type B4 streams using a Priority I approach which reconnected the channel to the historic floodplain. In some areas this involved filling and reconstructing the channel in its present position in the valley, while in other areas this required reconstructing the channel offset from the existing channel. There are a few locations, particularly upstream of the major headcuts where the stream is more stable and closer to proper position in the valley, where efforts were made to retain as much of the existing alignment as possible. In these areas log sills were used to adjust and stabilize the profile and the channel was raised in place. Dale Branch Dale Branch is divided into five reaches, based on significant changes in drainage area. Reach 1 is located at the upstream end; from the seep heads to the abandoned pond dam. Reach 2 extends from the pond to the existing timber crossing. Reach 3 extends from the timber crossing to main ephemeral tributary on the west side. Reach 4 is located downstream of the west tributary to the existing ford crossing and Reach 5 is downstream of the existing ford crossing. Reach 1 was enhanced by stabilizing existing banks and slopes near the seep heads, removal of invasive species and replanting of the riparian buffer. At the downstream end of Reach 1 the breach in the dam embankment was stabilized to prevent future headcutting and degradation of the wetland feature in the abandoned pond bottom. Reach 2 used a Priority I restoration approach by using a significant portion of the existing channel alignment and raising the channel in place. This reach required some alignment alterations to correct severe meanders or reduce bank scour potential. Reaches 3, 4 and 5 used a Priority I restoration approach and followed the above described general approach with the exception of a few transitional reaches. One of these reaches is at the downstream end of Reach 5 which flows into the Clarks Creek floodplain. In this area a Priority II approach was required to transition down to the grade of Clarks Creek. Jerry Branch Jerry Branch is divided into three reaches; Reach 1 is located above the confluence with Hudson Branch. Reach 2 is located below the confluence with Hudson Branch and Reach 3 is located at the downstream end of the Site. All three reaches used a Priority I restoration approach and follow the above described general approach with the exception of a few transitional reaches. Similar to the downstream end of Dale, the lower end of Reach 3, which flows into the Clarks Creek floodplain, involve a Priority II approach to transition down to the grade of Clarks Creek. Pee Dee Stream Restoration Project 4 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Hudson Branch Hudson Branch, constructed as a Type B4 stream, was restored using a Priority I approach. Hudson was raised in place using log sills to set the profile grade and backfilling the majority of the existing channel. Some channel reconstruction was required to properly connect Hudson to the restored Jerry Branch. 1.4. Project History, Contacts and Attribute Data The project was first identified as a full-delivery mitigation project for the North Carolina Ecosystem Enhancement Program by Environmental Banc and Exchange, LLC [now Resource Environmental Solutions, LLC (RES)]. Project planning began in the fall of 2011 with the final mitigation plan completed in December 2013 and the final design and construction plans completed in January 2014. Construction and planting of the site was completed in April 2015. Project activities, reporting dates, project contacts, and background information are outlined in Tables 2-4 (Appendix A). 2.0 2.1. Morphological Parameters and Channel Stability SUCCESS CRITERIA Restored and enhanced streams shall be in compliance with the standards set forth in the USACE 2003 Stream Mitigation Guidelines and the “Ecosystem Enhancement Program Monitoring Requirements and Performance Standards for Stream and Wetland Mitigation” dated November 7, 2011. Restored and enhanced streams should demonstrate morphologic stability to be considered successful. Stability does not equate to an absence of change, but rather to sustainable rates of change or stable patterns of variation. Restored streams often demonstrate some level of initial adjustment in the several months that follow construction and some change/variation subsequent to that is also to be expected. However, the observed change should not be unidirectional such that it represents a robust trend. If some trend is evident, it should be very modest or indicate migration to a stable form. 2.1.1. Dimension Cross-section measurements should indicate little change from the as-built cross-sections. If changes do occur, they will be evaluated to determine whether the adjustments are associated with increased stability or whether they indicate movement towards an unstable condition 2.1.2. Pattern and Profile Measurements and calculated values should indicate stability with little deviation from as-built conditions and established morphological ranges for the restored stream type. Pool depths may vary from year to year, but the majority should maintain depths sufficient to be observed as distinct features in the profile. The pools should maintain their depth with flatter water surface slopes, while the riffles should remain shallower and steeper. Pattern measurements will not be collected unless conditions seem to indicate that a detectable change appears to have occurred based on profile and/or dimension measurements. 2.1.3. Substrate Calculated D50 and D84 values should indicate coarser size class distribution of bed materials in riffles and finer size class distribution in pools. The majority of riffle pebble counts should indicate maintenance or coarsening of substrate distributions. Generally, it is anticipated that the bed material will coarsen over time. Pee Dee Stream Restoration Project 5 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 2.1.4. Sediment Transport Depositional features should be consistent with a stable stream that is effectively managing its sediment load. Point bar and inner berm features, if present, should develop without excessive encroachment of the channel. Isolated development of robust (i.e. comprised of coarse material and/or vegetated actively diverting flow) mid-channel or lateral bars will be acceptable. Likewise, development of a higher number of mid-channel or lateral bars that are minor in terms of their permanency such that profile measurements do not indicate systemic aggradation will be acceptable, but trends in the development of robust mid- channel or alternating bar features will be considered a destabilizing condition and may require intervention or have success implications. 2.2. Surface Water Hydrology Monitoring of stream surface water stages should indicate recurrence of bankfull flow on average every 1 to 2 years. At a minimum, throughout the monitoring period, the surface water stage should achieve bankfull or greater elevations at least twice. The bankfull events must occur during separate monitoring years. 2.3. Vegetation Riparian vegetation monitoring shall be conducted for a minimum of seven years to ensure that success criteria are met per USACE guidelines. Accordingly, success criteria will consist of a minimum survival of 320 stems per acre by the end of the Year 3 monitoring period, a minimum of 260 stems per acre at the end of Year 5 and a minimum of 210 stems per acre in Year 7. If monitoring indicates either that the specified survival rate is not being met or the development of detrimental conditions (i.e., invasive species, diseased vegetation), appropriate corrective actions will be developed and implemented. 3.0 3.1. Stream Channel Stability and Geomorphology MONITORING PLAN A total of 22 cross-sections, including 11 riffles and 11 pools, were installed upon completion of construction and will be monitored annually. The total number of cross-sections include four on Thompson Creek, eleven on Dale Branch, and seven on Jerry Branch. Data collected from annual monitoring will be compared with the as-built conditions to document the current state of the channel and any trends in the stream profile occurring throughout the monitoring period. 3.2. Stream Hydrology A total of three crest gauges were installed on site. Crest gauges will be monitored quarterly to document highest stage for the monitoring interval and verify occurrences of bankfull events. In addition, observations of wrack and depositional features in the floodplain will be documented with photos. 3.3. Vegetation Fourteen vegetation monitoring plots, approximately 0.025 acres individually, were established based on guidance given in the CVS-EEP Protocol for Recording Vegetation Version 4.2 (Lee et al. 2008). Data was collected using the Level I protocol during initial baseline monitoring to document baseline conditions immediately after construction and planting. Subsequent annual vegetation will use the Level II protocol. Annual monitoring will determine planted vegetative success and the overall trajectory of Pee Dee Stream Restoration Project 6 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 woody plant restoration and regeneration at the site. Vegetation monitoring plot corners were marked with t-posts and PVC conduit. 3.4. Permanent Photo Stations Permanent photo stations were established at each cross-section to digitally document annual conditions of the left and right banks. Each vegetation monitoring plot includes a photo station taken diagonally from the origin towards the opposite plot corner. Additionally, 16 permanent photo stations were established throughout the project area to provide representative digital documentation of stream features and vegetation conditions. Permanent photo stations were marked with labeled wooden stakes and red flagging tape. 3.5. Maintenance and Contingency RES and Equinox will monitor the site on a regular basis and shall conduct a physical inspection of the site a minimum of once per year throughout the post-construction monitoring period until performance standards are met. These site inspections may identify site components and features that require routine maintenance. Routine maintenance should be expected most often in the first two years following site construction and may include the following: • Stream- Routine channel maintenance and repair activities may include chinking of in-stream structures to prevent piping, securing of loose coir matting, and supplemental installations of live stakes and other target vegetation along the channel. Areas where storm water and floodplain flows intercept the channel may also require maintenance to prevent bank failures and head- cutting. Management of beaver activity will include removal of nuisance beavers and beaver dams that affect the stream. • Vegetation- Vegetation shall be maintained to ensure the health and vigor of the targeted plant community. Routine vegetation maintenance and repair activities may include supplemental planting, pruning, mulching, and fertilizing. Exotic invasive plant species shall be controlled by mechanical and/or chemical methods. Any vegetation control requiring herbicide application will be performed in accordance with NC Department of Agriculture (NCDA) rules and regulations. • Site Boundary- Site boundaries shall be identified in the field to ensure clear distinction between the mitigation site and adjacent properties. Boundaries may be identified by fence, marker, bollard, post, tree-blazing, or other means as allowed by site conditions and/or conservation easement. Boundary markers disturbed, damaged, or destroyed will be repaired and/or replaced on an as needed basis. Boundary markings will comply with requirements of the RFP Addendum titled “Full Delivery Requirement for Completion of Survey for Conservations Easements” dated 7/21/11. • Road Crossing- Road crossings within the site may be maintained only as allowed by Conservation Easement or existing easement, deed restrictions, rights of way, or corridor agreements. • Stormwater Management Device- Storm water management devices will be monitored and maintained per the protocols and procedures defined by the NC Division of Water Quality Storm Water Best Management Practices Manual. Pee Dee Stream Restoration Project 7 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 4.0 A baseline survey was performed between March 23, 2015 and April 23, 2015 to document baseline conditions at the site. A vegetation survey was conducted on April 14, 2015 to document planted vegetation after construction for future comparison. BASELINE CONDITIONS Reach summary tables, cross-section summary tables, and cross-section plots related to stream morphology can be found in Appendix B. Generally, the pattern, profile, and dimension were relatively similar to those values outlined in the design. Jerry Branch 1 had a noticeably flatter as-built slope of 0.027 ft/ft than the design slope of 0.037 ft/ft. However, the 0.037 ft/ft slope value listed in the design plans was the steepest in a range of slope values for the reach. The as-built of 0.027 slope falls within the range of 0.015-0.037 ft/ft for the reach. During construction, several deviations were made from the final plans and approved by the engineer. These included moving one crossing to the top of Jerry Branch 1, shifting the crossing at 228+50 downstream approximately 8 feet, omitting a log sill near 219+75 on Dale branch, and omitting a boulder arch at 228+11.9 and 234+43.0 on Dale Branch. Of note, due to an error during construction stakeout, Thompson Branch was constructed 0.5 feet lower in elevation than designed. However, the 0.5 foot deviation in elevation was maintained throughout the reach and the channel was otherwise constructed as designed. The error should not affect stream stability since the channel and its associated slopes were constructed as designed. Vegetation data, summary tables, and plot photos are located in Appendix C. Results from the initial survey indicate that planted stem density ranged between 810 and 1,139 stems per acre with a mean density of 922 stems per acre across all plots for MY0. A total of nine species were documented across all plots with species diversity within the plots ranging between 2 and 8. At the time of vegetation data collection, herbaceous vegetation had begun to establish. Additionally, good recruitment from woody vegetation is expected due to the presence of mature trees within the easement. 5.0 Lee, Michael T., R.K. Peet, S.D. Roberts, and T.R. Wentworth. 2008. CVS-EEP Protocol for Recording Vegetation, Version 4.2 (http://cvs.bio.unc.edu/methods.htm) REFERENCES Appendix A General Tables and Figures Pee Dee Stream Restoration Project 9 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Pee Dee Stream Restoration Project 10 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Pee Dee Stream Restoration Project 14 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Type RE Totals 1.5 1 1.5 1 1 1 -- Table 1. Project Components and Mitigation Credits Pee Dee Stream Restoration Site / Project Number 95350 Mitigation Credits Stream Riparian Wetland Non-riparian Wetland Buffer Nitrogen Nutrient Offset Phosphorous Nutrient Offset 6,504 - Approach (PI, PII etc.) Restoration - or- Restoration Equivalent R R RE R RE Restoration Footage or Acreage 1 Mitigation Ratio Project Components Thompson Creek 1 - 2 Thompson Creek 1 102+50 - 117+05 100+7 - 102 + 50 1346 250 PI PI R EI Project Component -or- Reach ID Stationing/Location Existing Footage/Acreage Dale Branch 2 - 5 Dale Branch 1 203+95 - 234+86 200+00 - 203+95 2407 375 PI PI R EI Buffer (square feet) Hudson Branch Jerry Branch 402+48 - 403+07 300+74 - 318+15 53 1832 PI PI R R Component Summation Restoration 6,092 ---- Upland (acres) Riverine Non-Riverine - Restoration Level Stream (linear feet) Riparian Wetland (acres) Non-riparian Wetland (acres) - - Enhancement II ----- - Enhancement I 618 ----- Enhancement ----- - Preservation ----- Creation ----- FB Entire Site Protect Stream 2 BR = Bioretention Cell; SF = Sand Filter; SW = Stormwater Wetland; WDP = Wet Detention Pond; DDP = Dry Detention Pond; FS = Filter Strip; S = Grassed Swale; LS = Level Spreader; NI = Natural Infiltration Area; FB = Forested Buffer 1 Restoration footage accounts for crossings and exclusions. 59 1691 2993 375 1349 243 BMP Elements Element 2 Location Purpose/Function Notes High Quality Preservation --- - -- Pee Dee Stream Restoration Project 15 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Activity or Report Data Collection Complete Completion or Delivery Mitigation Plan Dec - 2013Dec - 2013 Final Design - Construction Plans N/AJan - 2014 Construction N/AApril - 2015 Temporary S&E Mix Applied to Entire Project Area N/AApril - 2015 Permanent Seed Mix Applied to Reach/Segments 1 & 2 N/AApril - 2015 Containerized and B&B Plantings for Reach/Segments 1 & 2N/AApril - 2015 Baseline Monitoring Document (Year 0 Monitoring - Baseline)April - 2015July 2015 Year 1 Monitoring Year 2 Monitoring Year 3 Monitoring Year 4 Monitoring Year 5 Monitoring Table 2. Project Activity and Reporting History Pee Dee Stream Restoration Site / Project No 95350 Pee Dee Stream Restoration Project 16 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Table 3. Project Contacts Pee Dee Stream Restoration Site – NCDMS Project # 95350 Prime Contractor Resource Environmental Solutions, LLC 302 Jefferson Street; Suite 110 Raleigh, North Carolina 27605 David Godley (919) 209-1053 Designer Wolf Creek Engineering 12-1/2 Wall St., Suite C Asheville, North Carolina 28801 Grant Ginn (828) 449-1930 ext 102 Construction Contractor Northstate Environmental 2889 Lowery Street Winston Salem, North Carolina 27101 Darrell Westmoreland (336) 725-2010 Seeding Contractor Northstate Environmental 2889 Lowery Street Winston Salem, North Carolina 27101 Darrell Westmoreland (336) 725-2010 Planting Contractor Resource Environmental Solutions, LLC 302 Jefferson Street; Suite 110 Raleigh, North Carolina 27605 David Godley (919) 209-1053 As-built Surveys Kee Mapping and Surveying PO Box 2566 Asheville, North Carolina 28802 Phillip B. Key (828) 575-9021 Seeding Mix Source Green Resource 5204 Highgreen Court Colfax, NC 27235 (336) 855-6363 Bare Root Seedlings ArborGen Inc. 2011 Broadbank Court Ridgeville, SC 29472 (888) 888-7158 North Carolina Forest Service 762 Claridge Nursery Road Goldsboro, NC 27350 (888) 628-7337 Live Stakes Bear Duck Farms, LLC 105 Dobbs Place Goldsboro, NC Monitoring Performers (Y0)- 2015 Equinox 37 Haywood St. Asheville, North Carolina 28802 Hunter Terrell (828) 253-6856 Pee Dee Stream Restoration Project 17 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 USGS Hydrologic Unit 8-digit Thompson Creek 1596 II 102 30.5 C B4 IV GoE, BeC2, BaC2 Well-drained Non-Hydric 2% N/A Agricultural 5% N/A N/A Yes Yes N/A N/A N/A 2% N/A Agricultural 5% N/A Agricultural Regulatory Considerations Regulation Applicable?Resolved?Supporting Documentation -- Hydrologic Impairment - Native vegetation community - Essential Fisheries Habitat ERTR Table 4. Project Baseline Information and Attributes Coastal Zone Management Act (CZMA)/ Coastal Area Management Act (CAMA) FEMA Floodplain Compliance Endangered Species Act ERTR Historic Preservation Act ERTR Waters of the United States – Section 404 Yes NWP Waters of the United States – Section 401 Yes 401 Certification Percent composition of exotic invasive vegetation - Soil Hydric Status - Source of Hydrology - - - - - - - - - Mapped Soil Series - Drainage class - Wetland Type (non-riparian, riparian riverine or riparian non-riverine)- - - - - -- Wetland Summary Information Parameters --- Size of Wetland (acres)-- Native vegetation community Agricultural Percent composition of exotic invasive vegetation 5%5% Slope 2% FEMA classification N/A 2% Soil Hydric status Non-Hydric Evolutionary trend (Rosgen)IV Underlying mapped soils GoE, BaC2, BaB2 NCDWQ Water Quality Classification C Morphological Description (stream type) (Rosgen)B4B4 IV C Non-Hydric GoE, CnA Well-drained 19 21.5 Drainage class Well-drained II 58 2782 34 C B4 IV BaC2 Well-drained Non-Hydric DWQ Sub-basin 03-07-10 Project Drainage Area (acres)286 Project Drainage Area Percentage of Impervious Area <10% Drainage area (acres)83 NCDWQ stream identification score 30.5 Length of reach (linear feet)1832 Valley classification (Rosgen)II CGIA Land Use Classification 2.01.03 Hay and Pasture Land Reach Summary Information Parameters Dale Branch Jerry Branch Hudson Branch 56 II Project Information Project Name Pee Dee Stream Restoration County Montgomery County Project Area (acres) 18.6 03040104 USGS Hydrologic Unit 14-Digit 03040104020020 Project Coordinates (latitude and longitude)35°15’26.95” N, 80°01’47.83” W Project Watershed Summary Information Physiographic Province Piedmont River Basin Yadkin Appendix B Morphological Summary Data and Plots Pee Dee Stream Restoration Project 19 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Parameter Dimension & Substrate - Riffle LL UL Eq.Min Mean MedMax SD NMinMeanMedMax SD NMinMeanMaxMinMeanMedMax SD N Bankfull Width (ft)--4.6-5.0---19.811.7-13.1---8.8------- Floodprone Width (ft)-20.0---116.018.0-21.0----------- Bankfull Mean Depth (ft)--0.7-1.0---10.50.6-0.8---0.48------- Bankfull Max Depth (ft)-1.3---10.80.9-1.2---0.73------- Bankfull Cross Sectional Area (ft 2)-4.6---15.47.3-8.0---4.2------- Width/Depth Ratio -5.5---112.318.8-19.6---18.6------- Entrenchment Ratio -4.0---11.41.5-1.8---3.4------- Bank Height Ratio -1.2---10.91.0-1.4----------- d50 (mm)-------52------------ Profile Riffle Length (ft)------4.014.0-30.0-----44.744.744.744.7-1 Riffle Slope (ft/ft)------0.0170.027-0.059-----0.0060.0060.0060.006-1 Pool Length (ft)------7.013.0-30.0-----9.620.617.035.011.66 Pool Max Depth (ft)------1.81.9-2.7---1.1-1.62.01.92.30.37 Pool Spacing (ft)------18.039.0-53.0---28.6-11.022.318.336.511.26 Pattern Channel Belt Width (ft)-------21.0-------19.026.122.936.49.13 Radius of Curvature (ft)-------18.0----13.0-19.0 12.313.113.213.70.73 Rc: Bankfull Width (ft)---------------1.41.51.51.60.11 Meander Wavelength (ft)---------------60.794.781.4155.244.04 Meander Width Ratio -------1.8-----3-2.23.02.64.11.03 Substrate, Bed and Transport Parameters Ri% / Ru% / P% / G% / S% SC% / Sa% / G% / C% / B% / Be% d16 / d35 / d50 / d84 / d95 / dip / disp (mm) Reach Shear Stress (Competency) lb/ft 2 Max Part Size (mm) Mobilized at Bankfull Stream Power (Transport Capacity) W/m2 Additional Reach Parameters Drainage Area (mi2) Impervious Cover Estimate (%) Rosgen Classification Bankfull Velocity (fps) Bankfull Discharge (cfs) Valley Length (ft) Channel Thalweg Length (ft) Sinuosity Water Surface Slope (ft/ft) Bankfull Slope (ft/ft) Bankfull Floodplain Area (acres) Proportion Over Wide (%) Entrenchment Class (ER Range) Incision Class (BHR Range) BEHI Channel Stability or Habitat Metric Biological or Other Non-Applicable. 25% / 0% / 69% / 0% / 6% - - 1.06 0.031 0.030 B4 530 - - - - 4% / 2% / 49% / 38% / 1% / 6% 14 / 36 / 52 / 110 / 170 / - / - 0.562 947 - - - - - - - As-Built / Baseline 3.8 28.0 260.0 - Table 5. Baseline Stream Data Summary Pee Dee / Project No. 95350 - Thompson Branch 1 (530 feet) Reference Reach Data 0.42 - B4c 0.11 - Pre-Existing Condition 18.2 - Information unavailable. DesignRegional Curve - - - - - - -1.50 B4 - 37 - 1.0 0.030 - - - 18 294 511 G - - - - - 30.9 - - 4.8 - - - 4 / 6 /8 /15 / 24 - - Pee Dee Stream Restoration Project 20 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Parameter Dimension & Substrate - Riffle LL UL Eq.MinMeanMedMax SD NMinMeanMedMax SD NMinMeanMaxMinMeanMedMax SD N Bankfull Width (ft)--5.117.07.77.09.01.239.811.7-13.1---7.5-7.57.67.67.60.072 Floodprone Width (ft)9.014.715.020.05.5216.018.0-21.0-----31.132.732.734.32.262 Bankfull Mean Depth (ft)--0.80.90.90.91.00.130.50.6-0.8---0.6-0.60.60.60.602 Bankfull Max Depth (ft)1.11.11.11.20.130.80.9-1.2---0.78-1.11.21.21.20.072 Bankfull Cross Sectional Area (ft 2)5.76.76.08.41.535.47.3-8.0---4.2-4.24.34.34.30.072 Width/Depth Ratio 8.18.88.59.70.8312.318.8-19.6---13.5-13.313.413.413.40.072 Entrenchment Ratio 1.32.01.72.90.831.41.5-1.8---4.0-4.14.34.34.50.282 Bank Height Ratio 1.42.22.42.90.830.91.0-1.4-----1.01.01.01.00.02 d50 (mm)------52------ Profile Riffle Length (ft)------4.014.0-30.0-----10.015.815.225.43.932 Riffle Slope (ft/ft)------0.0170.027-0.059---0.008-0.0050.0140.0130.0230.00532 Pool Length (ft)------7.013.0-30.0-----1.85.04.618.33.032 Pool Max Depth (ft)------1.81.9-2.7---1.17-1.42.12.02.60.332 Pool Spacing (ft)------18.039.0-53.0---26.2-19.527.525.954.07.432 Pattern Channel Belt Width (ft)-------21.0-------14.422.419.537.88.26 Radius of Curvature (ft)-------18.0----12.0-18.0 10.518.318.525.96.74 Rc: Bankfull Width (ft)--------------1.42.42.53.50.92 Meander Wavelength (ft)--------------34.348.750.560.99.86 Meander Width Ratio -------1.8-----3-2.23.02.64.11.03 Substrate, Bed and Transport Parameters Ri% / Ru% / P% / G% / S% SC% / Sa% / G% / C% / B% / Be% d16 / d35 / d50 / d84 / d95 / dip / disp (mm) Reach Shear Stress (Competency) lb/ft 2 Max Part Size (mm) Mobilized at Bankfull Stream Power (Transport Capacity) W/m2 Additional Reach Parameters Drainage Area (mi2) Impervious Cover Estimate (%) Rosgen Classification Bankfull Velocity (fps) Bankfull Discharge (cfs) Valley Length (ft) Channel Thalweg Length (ft) Sinuosity Water Surface Slope (ft/ft) Bankfull Slope (ft/ft) Bankfull Floodplain Area (acres) Proportion Over Wide (%) Entrenchment Class (ER Range) Incision Class (BHR Range) BEHI Channel Stability or Habitat Metric Biological or Other Non-Applicable. Table 5 cont'd. Baseline Stream Data Summary Pee Dee / Project No. 95350 - Thompson Branch 2 (1,061 feet) Regional Curve Pre-Existing Condition Reference Reach Data Design As-Built / Baseline 5.6 --57% / 0% / 18% / 11% / 14% - -4% / 2% / 49% / 38% / 1% / 6% 4 / 6 / 8 / 15 /24 14 / 36 / 52 / 110 / 170 / - / - -0.562 -- -947 37 B4 --- 0.14 0.42 -- G B4c B4 1,061 --3.8 - 21.6 -28.0 22 0.020 -260.0 1,010 --1,150 -1.50 1.1 1.05 --0.020 --0.022 0.022 --- -- -- -- 29.8 - - Information unavailable. -- -- Pee Dee Stream Restoration Project 21 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Parameter Dimension & Substrate - Riffle LL UL Eq.MinMeanMedMax SD NMinMeanMedMax SD NMinMeanMaxMinMeanMedMax SD N Bankfull Width (ft)--2.634.87.18.08.52.039.811.7-13.1---6.3- Floodprone Width (ft)7.015.018.020.07.0216.018.0-21----- Bankfull Mean Depth (ft)--0.490.40.50.50.60.130.50.62-0.8---0.34- Bankfull Max Depth (ft)0.50.60.60.70.130.80.9-1.2---0.52- Bankfull Cross Sectional Area (ft 2)2.52.92.93.40.535.47.3-8---2.1- Width/Depth Ratio 8.018.421.425.79.2312.318.8-19.6---18.7- Entrenchment Ratio 1.52.02.12.50.531.41.5-1.8---5.6- Bank Height Ratio 1.01.81.23.11.230.91-1.4----- d50 (mm)-------52------- Profile Riffle Length (ft)------4.014.0-30.0----- Riffle Slope (ft/ft)------0.0170.027-0.059----- Pool Length (ft)------7.013.0-30.0----- Pool Max Depth (ft)------1.81.9-2.7---0.77- Pool Spacing (ft)------18.039.0-53.0---20.5- Pattern Channel Belt Width (ft)-------21.0------ Radius of Curvature (ft)-------18.0----9.0-14.0 Rc: Bankfull Width (ft)--------------- Meander Wavelength (ft)--------------- Meander Width Ratio -------1.8-----4- Substrate, Bed and Transport Parameters Ri% / Ru% / P% / G% / S% SC% / Sa% / G% / C% / B% / Be% d16 / d35 / d50 / d84 / d95 / dip / disp (mm) Reach Shear Stress (Competency) lb/ft 2 Max Part Size (mm) Mobilized at Bankfull Stream Power (Transport Capacity) W/m2 Additional Reach Parameters Drainage Area (mi2) Impervious Cover Estimate (%) Rosgen Classification Bankfull Velocity (fps) Bankfull Discharge (cfs) Valley Length (ft) Channel Thalweg Length (ft) Sinuosity Water Surface Slope (ft/ft) Bankfull Slope (ft/ft) Bankfull Floodplain Area (acres) Proportion Over Wide (%) Entrenchment Class (ER Range) Incision Class (BHR Range) BEHI Channel Stability or Habitat Metric Biological or Other N/A - Item does not apply. Non-Applicable. 1This reach received minor bank work with no adjustments to profile. No cross-sections set in this reach. Table 5 cont'd. Baseline Stream Data Summary Pee Dee / Project No. 95350 - Dale Branch 1 (250 feet) Regional Curve Pre-Existing Condition Reference Reach Data Design As-Built / Baseline1 2.0 -- -4% / 2% / 49% / 38% / 1% / 6% --/5/6/11/15 14 / 36 / 52 / 110 / 170 / - / - -0.562 - -947 32 --- -0.42 -- C B4c B4 --3.8 - 7.13 -28.0 7 -260.0 - --375 -1.50 1.20 --0.0390 --- --- -- -- -- 25.64 - - Information unavailable. -- -- Pee Dee Stream Restoration Project 22 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Parameter Dimension & Substrate - Riffle LL UL Eq.MinMeanMedMax SD NMinMeanMedMax SD NMinMeanMaxMinMeanMedMax SD N Bankfull Width (ft)--2.98-5.0---19.811.7-13.1---5.4-6.46.76.77.00.422 Floodprone Width (ft)-7.0---116.018.0-21-----15.119.519.523.96.222 Bankfull Mean Depth (ft)--0.54-0.6---10.50.62-0.8---0.37-0.30.30.30.302 Bankfull Max Depth (ft)-0.7---10.80.9-1.2---0.56-0.50.60.60.70.142 Bankfull Cross Sectional Area (ft 2)-2.8---15.47.3-8---2.0-1.81.91.92.00.142 Width/Depth Ratio -9.0---112.318.8-19.6---14.6-22.623.623.624.61.412 Entrenchment Ratio -1.4---11.41.5-1.8---8.2-2.42.92.93.40.712 Bank Height Ratio -7.9---10.91-1.4-----1.01.01.01.00.02 d50 (mm)-------52------- Profile Riffle Length (ft)------4.014.0-30.0-----3.210.19.021.34.828 Riffle Slope (ft/ft)------0.0170.027-0.059---0.003-0.0070.0270.0270.0460.01128 Pool Length (ft)------7.013.0-30.0-----1.53.22.99.61.629 Pool Max Depth (ft)------1.81.9-2.7---0.84-1.11.61.42.80.528 Pool Spacing (ft)------18.039.0-53.0---20.7-9.419.719.331.44.928 Pattern Channel Belt Width (ft)-------21.0-------18.020.619.024.43.15 Radius of Curvature (ft)-------18.0----10.0-15.0 8.213.814.716.73.45 Rc: Bankfull Width (ft)--------------1.22.12.22.50.55 Meander Wavelength (ft)--------------33.138.939.641.53.16 Meander Width Ratio -------1.8-----4-2.73.12.83.60.96 Substrate, Bed and Transport Parameters Ri% / Ru% / P% / G% / S% SC% / Sa% / G% / C% / B% / Be% d16 / d35 / d50 / d84 / d95 / dip / disp (mm) Reach Shear Stress (Competency) lb/ft 2 Max Part Size (mm) Mobilized at Bankfull Stream Power (Transport Capacity) W/m2 Additional Reach Parameters Drainage Area (mi2) Impervious Cover Estimate (%) Rosgen Classification Bankfull Velocity (fps) Bankfull Discharge (cfs) Valley Length (ft) Channel Thalweg Length (ft) Sinuosity Water Surface Slope (ft/ft) Bankfull Slope (ft/ft) Bankfull Floodplain Area (acres) Proportion Over Wide (%) Entrenchment Class (ER Range) Incision Class (BHR Range) BEHI Channel Stability or Habitat Metric Biological or Other 1Based on average design values for Subreaches 2b-2e N/A - Item does not apply. Non-Applicable. Table 5 cont'd. Baseline Stream Data Summary Pee Dee / Project No. 95350 - Dale Branch 2 (920 feet) Regional Curve Pre-Existing Condition Reference Reach Data Design1 As-Built / Baseline 2.4 --50%/ 7%/ 16%/ 10%/ 17% - -4% / 2% / 49% / 38% / 1% / 6% --/5/6/11/15 14 / 36 / 52 / 110 / 170 / - / - -0.562 -- -947 32 B4 --- 0.04 0.42 -- G B4c B4 920 --3.8 - 8.77 -28.0 9 0.029 -260.0 896 --975 -1.50 1.00 1.03 --0.0420 ---0.028 --- -- -- -- 25.2 - - Information unavailable. -- -- Pee Dee Stream Restoration Project 23 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Parameter Dimension & Substrate - Riffle LL UL Eq.MinMeanMedMax SD NMinMeanMedMax SD NMinMeanMaxMinMeanMedMax SD N Bankfull Width (ft)--3.283.03.33.33.60.429.811.7-13.1---7.2-7.37.37.37.3-1 Floodprone Width (ft)9.012.012.015.04.2216.018.0-21-----18.518.518.518.5-1 Bankfull Mean Depth (ft)--0.580.60.70.70.70.120.50.62-0.8---0.39-0.30.30.30.3-1 Bankfull Max Depth (ft)0.70.80.80.90.120.80.9-1.2---0.59-0.70.70.70.7-1 Bankfull Cross Sectional Area (ft 2)3.03.63.64.10.825.47.3-8---2.8-2.52.52.52.5-1 Width/Depth Ratio 8.810.410.411.92.2212.318.8-19.6---18.7-21.121.121.121.1-1 Entrenchment Ratio 1.52.02.02.50.721.41.5-1.8---4.2-2.52.52.52.5-1 Bank Height Ratio 1.61.91.92.20.420.91-1.4-----1.01.01.01.0-1 d50 (mm)-------52------ Profile Riffle Length (ft)------4.014.0-30.0-----0.512.610.760.610.924 Riffle Slope (ft/ft)------0.0170.027-0.059---0.008-0.0050.0260.0250.0610.01424 Pool Length (ft)------7.013.0-30.0-----1.33.32.99.01.523 Pool Max Depth (ft)------1.81.9-2.7---0.89-0.81.31.31.70.223 Pool Spacing (ft)------18.039.0-53.0---21.9-13.321.018.563.110.123 Pattern Channel Belt Width (ft)-------21.0-------17.826.727.933.47.44 Radius of Curvature (ft)-------18.0----11.0-16.0 8.710.29.812.11.46 Rc: Bankfull Width (ft)---------------1.21.41.31.70.21 Meander Wavelength (ft)---------------29.639.937.455.710.06 Meander Width Ratio -------1.8-----2-2.43.73.84.61.04 Substrate, Bed and Transport Parameters Ri% / Ru% / P% / G% / S% SC% / Sa% / G% / C% / B% / Be% d16 / d35 / d50 / d84 / d95 / dip / disp (mm) Reach Shear Stress (Competency) lb/ft 2 Max Part Size (mm) Mobilized at Bankfull Stream Power (Transport Capacity) W/m2 Additional Reach Parameters Drainage Area (mi2) Impervious Cover Estimate (%) Rosgen Classification Bankfull Velocity (fps) Bankfull Discharge (cfs) Valley Length (ft) Channel Thalweg Length (ft) Sinuosity Water Surface Slope (ft/ft) Bankfull Slope (ft/ft) Bankfull Floodplain Area (acres) Proportion Over Wide (%) Entrenchment Class (ER Range) Incision Class (BHR Range) BEHI Channel Stability or Habitat Metric Biological or Other Non-Applicable. Table 5 cont'd. Baseline Stream Data Summary Pee Dee / Project No. 95350 - Dale Branch 3 (559 feet) Regional Curve Pre-Existing Condition Reference Reach Data Design As-Built / Baseline 2.8 --62% / 0% / 16% /11% /11% - -4% / 2% / 49% / 38% / 1% / 6% --/5/6/11/15 14 / 36 / 52 / 110 / 170 / - / - -0.562 -- -947 32 B4 --- 0.05 0.42 -- G B4c B4 559 --3.8 - 10.3 -28.0 10 0.024 -260.0 531 --550 -1.50 1.0 1.05 --0.027 ---0.026 --- -- -- -- 20.47 - - Information unavailable. -- -- Pee Dee Stream Restoration Project 24 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Parameter Dimension & Substrate - Riffle LL UL Eq.MinMeanMedMax SD NMinMeanMedMax SD NMinMeanMaxMinMeanMedMax SD N Bankfull Width (ft)--4.015.56.06.06.50.729.811.7-13.1---6.1-6.36.46.46.50.142 Floodprone Width (ft)6.57.87.89.01.8216.018.0-21-----22.033.133.144.215.72 Bankfull Mean Depth (ft)--0.670.80.80.80.80.020.50.62-0.8---0.47-0.30.40.40.50.142 Bankfull Max Depth (ft)1.01.01.01.00.020.80.9-1.2---0.67-0.70.80.80.90.142 Bankfull Cross Sectional Area (ft 2)4.14.64.65.00.625.47.3-8---2.9-1.92.52.53.10.852 Width/Depth Ratio 7.37.97.98.40.8212.318.8-19.6---13.0-13.817.417.421.05.092 Entrenchment Ratio 1.21.31.31.40.121.41.5-1.8---4.1-3.55.25.26.82.332 Bank Height Ratio 3.33.53.53.70.320.91-1.4-----1.01.01.01.00.02 d50 (mm)-------52------- Profile Riffle Length (ft)------4.014.0-30.0-----7.817.814.568.712.331 Riffle Slope (ft/ft)------0.0170.027-0.059---0.002-0.0030.0180.0160.0480.00931 Pool Length (ft)------7.013.0-30.0-----1.53.22.912.52.130 Pool Max Depth (ft)------1.81.9-2.7---1.01-0.11.41.42.10.333 Pool Spacing (ft)------18.039.0-53.0---19.6-14.426.022.277.413.731 Pattern Channel Belt Width (ft)-------21.0-------16.718.718.022.22.54 Radius of Curvature (ft)-------18.0----9.0-14.0 9.313.113.616.42.96 Rc: Bankfull Width (ft)--------------1.42.12.12.60.52 Meander Wavelength (ft)--------------34.445.939.962.712.56 Meander Width Ratio -------1.8-----2-2.62.92.83.50.44 Substrate, Bed and Transport Parameters Ri% / Ru% / P% / G% / S% SC% / Sa% / G% / C% / B% / Be% d16 / d35 / d50 / d84 / d95 / dip / disp (mm) Reach Shear Stress (Competency) lb/ft 2 Max Part Size (mm) Mobilized at Bankfull Stream Power (Transport Capacity) W/m2 Additional Reach Parameters Drainage Area (mi2) Impervious Cover Estimate (%) Rosgen Classification Bankfull Velocity (fps) Bankfull Discharge (cfs) Valley Length (ft) Channel Thalweg Length (ft) Sinuosity Water Surface Slope (ft/ft) Bankfull Slope (ft/ft) Bankfull Floodplain Area (acres) Proportion Over Wide (%) Entrenchment Class (ER Range) Incision Class (BHR Range) BEHI Channel Stability or Habitat Metric Biological or Other N/A - Item does not apply. Non-Applicable. Table 5 cont'd. Baseline Stream Data Summary Pee Dee / Project No. 95350 - Dale Branch 4 (835 feet) Regional Curve Pre-Existing Condition Reference Reach Data Design As-Built / Baseline 3.9 --68%/ 0%/ 12%/ 8%/ 11% - -4% / 2% / 49% / 38% / 1% / 6% --/5/6/11/15 14 / 36 / 52 / 110 / 170 / - / - -0.562 -- -947 32 B4 --- 0.08 0.42 -- G B4c B4 835 --3.8 - 14.45 -28.0 14 0.024 -260.0 810 --825 -1.50 1.00 1.03 --0.028 ---0.020 --- -- -- -- 24.25 - - Information unavailable. -- -- Pee Dee Stream Restoration Project 25 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Parameter Dimension & Substrate - Riffle LL UL Eq.MinMeanMedMax SD NMinMeanMedMax SD NMinMeanMaxMinMeanMedMax SD N Bankfull Width (ft)--4.2-8.0---19.811.7-13.1---6.4-7.17.17.17.1-1 Floodprone Width (ft)-9.0---116.018.0-21-----23.923.923.923.9-1 Bankfull Mean Depth (ft)--0.7-0.8---10.50.62-0.8---0.49-0.50.50.50.5-1 Bankfull Max Depth (ft)-1.0---10.80.9-1.2---0.69-0.70.70.70.7-1 Bankfull Cross Sectional Area (ft 2)-5.0---15.47.3-8---3.1-3.33.33.33.3-1 Width/Depth Ratio -12.9---112.318.8-19.6---13.1-15.215.215.215.2-1 Entrenchment Ratio -1.1---11.41.5-1.8---3.1-3.43.43.43.4-1 Bank Height Ratio -2.6---10.91-1.4-----1.01.01.01.0-1 d50 (mm)-------52------- Profile Riffle Length (ft)------4.014.0-30.0-----7.218.320.325.16.011 Riffle Slope (ft/ft)------0.0170.027-0.059---0.002-0.0050.0220.0240.0440.01111 Pool Length (ft)------7.013.0-30.0-----1.83.03.14.00.712 Pool Max Depth (ft)------1.81.9-2.7---1.04-1.11.51.42.20.411 Pool Spacing (ft)------18.039.0-53.0---29.9-12.126.428.435.26.811 Pattern Channel Belt Width (ft)-------21.0-------13.215.315.617.11.93 Radius of Curvature (ft)-------18.0----7.0-12.0 8.714.115.616.73.64 Rc: Bankfull Width (ft)---------------1.22.02.22.40.52 Meander Wavelength (ft)---------------47.956.454.867.77.26 Meander Width Ratio -------1.8-----2-1.92.22.22.40.33 Substrate, Bed and Transport Parameters Ri% / Ru% / P% / G% / S% SC% / Sa% / G% / C% / B% / Be% d16 / d35 / d50 / d84 / d95 / dip / disp (mm) Reach Shear Stress (Competency) lb/ft 2 Max Part Size (mm) Mobilized at Bankfull Stream Power (Transport Capacity) W/m2 Additional Reach Parameters Drainage Area (mi2) Impervious Cover Estimate (%) Rosgen Classification Bankfull Velocity (fps) Bankfull Discharge (cfs) Valley Length (ft) Channel Thalweg Length (ft) Sinuosity Water Surface Slope (ft/ft) Bankfull Slope (ft/ft) Bankfull Floodplain Area (acres) Proportion Over Wide (%) Entrenchment Class (ER Range) Incision Class (BHR Range) BEHI Channel Stability or Habitat Metric Biological or Other Non-Applicable. - Information unavailable. 1Values taken from Subreach 5b -- -- -- 23.1 - -- -- ---0.024 --- -1.50 1.0 0.977 --0.023 0.024 -260.0 695 --725 679 --3.8 - 15.73 -28.0 16 -- F B4c B4 B4 --- 0.09 0.42 -0.562 -- -947 32 - -4% / 2% / 49% / 38% / 1% / 6% --/5/6/11/15 14 / 36 / 52 / 110 / 170 / - / - 4.2 --68% / 0%/ 12%/ 13%/ 7% Table 5 cont'd. Baseline Stream Data Summary Pee Dee / Project No. 95350 - Dale Branch 5 (679 feet) Regional Pre-Existing Condition Reference Reach Data Design1 As-Built / Baseline Pee Dee Stream Restoration Project 26 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Parameter Dimension & Substrate - Riffle LL UL Eq.MinMeanMedMax SD NMinMeanMedMax SD NMinMeanMaxMinMeanMedMax SD N Bankfull Width (ft)--3.793.55.35.37.02.529.811.7-13.1---7.9-8.18.18.18.1-1 Floodprone Width (ft)3.36.26.29.04.0216.018.0-21-----31.831.831.831.8-1 Bankfull Mean Depth (ft)--0.640.60.60.60.60.020.50.62-0.8---0.42-0.50.50.50.5-1 Bankfull Max Depth (ft)0.70.80.80.90.120.80.9-1.2---0.65-1.01.01.01.0-1 Bankfull Cross Sectional Area (ft 2)2.02.92.93.81.325.47.3-8---3.3-3.73.73.73.7-1 Width/Depth Ratio 6.09.49.412.84.8212.318.8-19.6---18.6-17.717.717.717.7-1 Entrenchment Ratio 0.51.61.62.61.521.41.5-1.8---2.5-3.93.93.93.9-1 Bank Height Ratio 2.47.77.712.97.420.91-1.4-----1.01.01.01.0-1 d50 (mm)-------52------- Profile Riffle Length (ft)------4.014.0-30.0-----2.66.26.216.42.826 Riffle Slope (ft/ft)------0.0170.027-0.059---0.003-0.0010.0100.0090.0260.00826 Pool Length (ft)------7.013.0-30.0-----2.35.95.416.02.926 Pool Max Depth (ft)------1.81.9-2.7---0.97-0.71.51.52.30.426 Pool Spacing (ft)------18.039.0-53.0---22.5-6.115.014.227.85.125 Pattern Channel Belt Width (ft)-------21.0-------14.019.219.224.47.32 Radius of Curvature (ft)-------18.0----12.0-17.0 11.613.613.116.52.24 Rc: Bankfull Width (ft)---------------1.41.71.62.00.32 Meander Wavelength (ft)---------------23.844.447.155.011.96 Meander Width Ratio -------1.8-----2-1.72.42.43.00.92 Substrate, Bed and Transport Parameters Ri% / Ru% / P% / G% / S% SC% / Sa% / G% / C% / B% / Be% d16 / d35 / d50 / d84 / d95 / dip / disp (mm) Reach Shear Stress (Competency) lb/ft 2 Max Part Size (mm) Mobilized at Bankfull Stream Power (Transport Capacity) W/m2 Additional Reach Parameters Drainage Area (mi2) Impervious Cover Estimate (%) Rosgen Classification Bankfull Velocity (fps) Bankfull Discharge (cfs) Valley Length (ft) Channel Thalweg Length (ft) Sinuosity Water Surface Slope (ft/ft) Bankfull Slope (ft/ft) Bankfull Floodplain Area (acres) Proportion Over Wide (%) Entrenchment Class (ER Range) Incision Class (BHR Range) BEHI Channel Stability or Habitat Metric Biological or Other N/A - Item does not apply. Non-Applicable. Table 5 cont'd. Baseline Stream Data Summary Pee Dee / Project No. 95350 - Jerry Branch 1 (430 feet) Regional Curve Pre-Existing Condition Reference Reach Data Design As-Built / Baseline 3.5 --42% / 0% / 40% / 7% / 11% - -4% / 2% / 49% / 38% / 1% / 6% --/5/6/13/22 14 / 36 / 52 / 110 / 170 / - / - -0.562 -- -947 32 B4 --- 0.07 0.42 -- -B4c B4 430 --3.8 - 13.12 G 28.0 13 0.0265 -260.0 406 --435 -1.50 1.0 1.06 --0.037 ---0.0267 --- -- -- -- 24.03 - - Information unavailable. -- -- Pee Dee Stream Restoration Project 27 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Parameter Dimension & Substrate - Riffle LL UL Eq.MinMeanMedMax SD NMinMeanMedMax SD NMinMeanMaxMinMeanMedMax SD N Bankfull Width (ft)--4.783.56.06.68.02.339.811.7-13.1---7.1-7.17.17.17.1-1 Floodprone Width (ft)2.510.815.015.07.2216.018.0-21-----16.016.016.016.0-1 Bankfull Mean Depth (ft)--0.760.40.60.70.80.230.50.62-0.8---0.53-0.40.40.40.4-1 Bankfull Max Depth (ft)0.50.70.81.00.230.80.9-1.2---0.75-0.70.70.70.7-1 Bankfull Cross Sectional Area (ft 2)2.42.72.73.00.335.47.3-8---3.7-3.13.13.13.1-1 Width/Depth Ratio 4.615.214.626.310.9312.318.8-19.6---13.4-16.416.416.416.4-1 Entrenchment Ratio 0.71.61.92.30.831.41.5-1.8---3.5-2.32.32.32.3-1 Bank Height Ratio 1.03.51.57.93.830.91-1.4-----1.01.01.01.0-1 d50 (mm)-------52------ Profile Riffle Length (ft)------4.014.0-30.0-----3.19.08.726.54.529 Riffle Slope (ft/ft)------0.0170.027-0.059---0.002-0.0050.0190.0180.0420.01029 Pool Length (ft)------7.013.0-30.0-----2.34.84.77.81.531 Pool Max Depth (ft)------1.81.9-2.7---1.13-0.91.51.52.20.329 Pool Spacing (ft)------18.039.0-53.0---21.7-12.018.016.836.25.130 Pattern Channel Belt Width (ft)-------21.0-------13.420.322.425.65.16 Radius of Curvature (ft)-------18.0----11.0-17.0 12.113.412.716.51.85 Rc: Bankfull Width (ft)---------------1.71.91.82.30.22 Meander Wavelength (ft)---------------18.530.030.638.16.66 Meander Width Ratio -------1.8-----2-1.92.93.23.60.76 Substrate, Bed and Transport Parameters Ri% / Ru% / P% / G% / S% SC% / Sa% / G% / C% / B% / Be% d16 / d35 / d50 / d84 / d95 / dip / disp (mm) Reach Shear Stress (Competency) lb/ft 2 Max Part Size (mm) Mobilized at Bankfull Stream Power (Transport Capacity) W/m2 Additional Reach Parameters Drainage Area (mi2) Impervious Cover Estimate (%) Rosgen Classification Bankfull Velocity (fps) Bankfull Discharge (cfs) Valley Length (ft) Channel Thalweg Length (ft) Sinuosity Water Surface Slope (ft/ft) Bankfull Slope (ft/ft) Bankfull Floodplain Area (acres) Proportion Over Wide (%) Entrenchment Class (ER Range) Incision Class (BHR Range) BEHI Channel Stability or Habitat Metric Biological or Other N/A - Item does not apply. Non-Applicable. Table 5 cont'd. Baseline Stream Data Summary Pee Dee / Project No. 95350 - Jerry Branch 2 (625 feet) Regional Curve Pre-Existing Condition Reference Reach Data Design As-Built / Baseline 5.1 --47% / 0% / 27% / 12% / 14 /% - -4% / 2% / 49% / 38% / 1% / 6% --/5/6/13/22 14 / 36 / 52 / 110 / 170 / - / - -0.562 -- -947 32 B4 --- 0.42 -- -B4c B4 625 --3.8 - 19.35 G 28.0 19 0.024 -260.0 485 --625 -1.50 1.1 1.29 --0.024 ---0.024 --- -- -- -- 26.67 - - Information unavailable. -- -- Pee Dee Stream Restoration Project 28 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Parameter Dimension & Substrate - Riffle LL UL Eq.MinMeanMedMax SD NMinMeanMedMax SD NMinMeanMaxMinMeanMedMax SD N Bankfull Width (ft)--4.95-4.0---19.811.7-13.1---7.3-7.27.37.37.40.1412 Floodprone Width (ft)-6.5---116.018.0-21-----24.729.329.333.86.4352 Bankfull Mean Depth (ft)--0.78-0.9---10.50.62-0.8---0.54-0.40.40.40.402 Bankfull Max Depth (ft)-1.1---10.80.9-1.2---0.77-0.80.90.90.90.0712 Bankfull Cross Sectional Area (ft 2)-3.3---15.47.3-8---4.0-3.03.23.23.30.2122 Width/Depth Ratio -4.8---112.318.8-19.6---13.5-16.617.217.217.70.7782 Entrenchment Ratio -1.6---11.41.5-1.8---3.4-3.44.04.04.60.8492 Bank Height Ratio -2.9---10.91-1.4-----1.01.01.01.00.02 d50 (mm)-------52------- Profile Riffle Length (ft)------4.014.0-30.0-----3.19.08.726.54.529 Riffle Slope (ft/ft)------0.0170.027-0.059---0.002-0.0050.0190.0180.0420.01029 Pool Length (ft)------7.013.0-30.0-----2.34.84.77.81.531 Pool Max Depth (ft)------1.81.9-2.7---1.15-0.91.51.52.20.329 Pool Spacing (ft)------18.039.0-53.0---23.9-12.018.016.836.25.130 Pattern Channel Belt Width (ft)-------21.0-------20.024.226.026.53.63 Radius of Curvature (ft)-------18.0----12.0-17.0 9.212.110.617.02.87 Rc: Bankfull Width (ft)---------------1.31.71.52.30.41 Meander Wavelength (ft)---------------34.143.944.854.48.16 Meander Width Ratio -------1.8-----2-2.73.33.63.60.53 Substrate, Bed and Transport Parameters Ri% / Ru% / P% / G% / S% SC% / Sa% / G% / C% / B% / Be% d16 / d35 / d50 / d84 / d95 / dip / disp (mm) Reach Shear Stress (Competency) lb/ft 2 Max Part Size (mm) Mobilized at Bankfull Stream Power (Transport Capacity) W/m2 Additional Reach Parameters Drainage Area (mi2) Impervious Cover Estimate (%) Rosgen Classification Bankfull Velocity (fps) Bankfull Discharge (cfs) Valley Length (ft) Channel Thalweg Length (ft) Sinuosity Water Surface Slope (ft/ft) Bankfull Slope (ft/ft) Bankfull Floodplain Area (acres) Proportion Over Wide (%) Entrenchment Class (ER Range) Incision Class (BHR Range) BEHI Channel Stability or Habitat Metric Biological or Other N/A - Item does not apply. Non-Applicable. Table 5 cont'd. Baseline Stream Data Summary Pee Dee / Project No. 95350 - Jerry Branch 3 (636 feet) Regional Curve Pre-Existing Condition Reference Reach Data Design As-Built / Baseline 5.4 --60% / 0% / 21% / 10% / 9% - -4% / 2% / 49% / 38% / 1% / 6% --/5/6/13/22 14 / 36 / 52 / 110 / 170 / - / - -0.562 -- -947 32 B4 --- 0.42 -- G B4c B4 636 --3.8 - 20.49 -28.0 20 0.0235 -260.0 624 --670 -1.50 1.00 1.02 --0.0240 ---0.0239 --- -- -- -- 21.4 - - Information unavailable. -- -- Pee Dee Stream Restoration Project 29 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Parameter Dimension & Substrate - Riffle LL UL Eq.MinMeanMedMax SD NMinMeanMedMax SD NMinMeanMaxMinMeanMedMax SD N Bankfull Width (ft)--2.63-4.5---19.811.7-13.1---7.3- Floodprone Width (ft)-8.0---116.018.0-21----- Bankfull Mean Depth (ft)--0.49-0.5---10.50.62-0.8---0.34- Bankfull Max Depth (ft)-0.7---10.80.9-1.2---0.52- Bankfull Cross Sectional Area (ft 2)-2.1---15.47.3-8---2.1- Width/Depth Ratio -9.5---112.318.8-19.6---18.7- Entrenchment Ratio -1.8---11.41.5-1.8---4.8- Bank Height Ratio -3.6---10.91-1.4----- d50 (mm)------52------- Profile Riffle Length (ft)------4.014.0-30.0-----8.8910.210.211.51.862 Riffle Slope (ft/ft)------0.0170.027-0.059---0.003-0.0170.0170.0170.0180.0012 Pool Length (ft)------7.013.0-30.0-----5.47.337.19.512.073 Pool Max Depth (ft)------1.81.9-2.7---0.77-1.371.771.822.140.393 Pool Spacing (ft)------18.039.0-53.0---15.9-11.516.616.621.87.262 Pattern Channel Belt Width (ft)-------21.0-------10.210.210.210.2-1 Radius of Curvature (ft)-------18.0----9.0-14.0------ Rc: Bankfull Width (ft)-------------------- Meander Wavelength (ft)-------------------- Meander Width Ratio -------1.8-----2-1.41.41.41.4-1 Substrate, Bed and Transport Parameters Ri% / Ru% / P% / G% / S% SC% / Sa% / G% / C% / B% / Be% d16 / d35 / d50 / d84 / d95 / dip / disp (mm) Reach Shear Stress (Competency) lb/ft 2 Max Part Size (mm) Mobilized at Bankfull Stream Power (Transport Capacity) W/m2 Additional Reach Parameters Drainage Area (mi2) Impervious Cover Estimate (%) Rosgen Classification Bankfull Velocity (fps) Bankfull Discharge (cfs) Valley Length (ft) Channel Thalweg Length (ft) Sinuosity Water Surface Slope (ft/ft) Bankfull Slope (ft/ft) Bankfull Floodplain Area (acres) Proportion Over Wide (%) Entrenchment Class (ER Range) Incision Class (BHR Range) BEHI Channel Stability or Habitat Metric Biological or Other N/A - Item does not apply. Non-Applicable. 1This reach limited to visual assessment since it is less than 500 feet Table 5 cont'd. Baseline Stream Data Summary Pee Dee / Project No. 95350 - Hudson Branch (59 feet) Regional Curve Pre-Existing Condition Reference Reach Data Design As-Built / Baseline1 2.0 -- 46% / 0% / 50% / 0% / 4% - -4% / 2% / 49% / 38% / 1% / 6% -14 / 36 / 52 / 110 / 170 / - / - -0.562 -- -947 32 B4 --- 0.42 -- G B4c B4 59 --3.8 - 7.13 -28.0 7 0.030 -260.0 55 --102 -1.50 1.10 1.08 --0.0120 ---0.043 --- -- -- -- -- - Information unavailable. -- -- Pee Dee Stream Restoration Project 30 Equinox NCDMS Project No. 95350 Baseline Monitoring Documentt Monitoring Year 0 of 5 Dimension BaseMY1MY2MY3MY4MY5BaseMY1MY2MY3MY4MY5BaseMY1MY2MY3MY4MY5BaseMY1MY2MY3MY4MY5 Record Elevation (datum) Used 320.1 319.6 312.9 310.6 Bankfull Width (ft)9.1 8.1 7.8 7.1 Floodprone Width (ft)>25 >30 >30 >25 Bankfull Mean Depth (ft)0.9 0.5 1.1 0.4 Bankfull Max Depth (ft)1.7 1.0 2.3 0.7 Bankfull Cross Sectional Area (ft 2)8.5 3.7 8.3 3.1 Bankfull Width/Depth Ratio 9.8 17.7 7.4 16.4 Bankfull Entrenchment Ratio >2.5 >3.9 >3.6 >2.3 Bankfull Bank Height Ratio 1.0 1.0 1.0 1.0 Cross Sectional Area between End Pins (ft 2)24.1 12.7 32.1 24.8 d50 (mm)N/A N/A N/A N/A Table 6. Monitoring Data - Dimensional Morphology Summary (Dimensional Parameters - Cross-Sections) Pee Dee Stream Restoration Site / Project No. 95350 - Jerry Branch Reach 1 Cross-Section 1 Pool Reach 1 Cross-Section 2 Riffle Reach 2 Cross-Section 3 Pool Reach 2 Cross-Section 4 Riffle Dimension BaseMY1MY2MY3MY4MY5BaseMY1MY2MY3MY4MY5BaseMY1MY2MY3MY4MY5 Record Elevation (datum) Used 301.7 298.8 290.2 Bankfull Width (ft)8.1 7.4 7.2 Floodprone Width (ft)>25 >30 >25 Bankfull Mean Depth (ft)1.0 0.4 0.4 Bankfull Max Depth (ft)1.8 0.9 0.8 Bankfull Cross Sectional Area (ft 2)7.9 3.3 3.0 Bankfull Width/Depth Ratio 8.3 16.6 17.7 Bankfull Entrenchment Ratio >2.1 >4.6 >3.4 Bankfull Bank Height Ratio 1.0 1.0 1.0 Cross Sectional Area between End Pins (ft 2)18.6 40.4 24.6 d50 (mm)N/A N/A N/A Table 6 cont'd. Monitoring Data - Dimensional Morphology Summary (Dimensional Parameters - Cross-Sections) Pee Dee Stream Restoration Site / Project No. 95350 - Jerry Branch Reach 3 Cross-Section 5 Pool Reach 3 Cross-Section 6 Riffle Reach 3 Cross-Section 7 Riffle Pee Dee Stream Restoration Project 31 Equinox NCDMS Project No. 95350 Baseline Monitoring Documentt Monitoring Year 0 of 5 Dimension BaseMY1MY2MY3MY4MY5BaseMY1MY2MY3MY4MY5BaseMY1MY2MY3MY4MY5BaseMY1MY2MY3MY4MY5 Record Elevation (datum) Used 354.9 354.7 348.1 347.4 Bankfull Width (ft)7.0 7.7 6.4 7.6 Floodprone Width (ft)>25 >25 >25 >20 Bankfull Mean Depth (ft)0.3 0.6 0.3 0.8 Bankfull Max Depth (ft)0.7 1.7 0.5 1.6 Bankfull Cross Sectional Area (ft 2)2.0 4.8 1.8 6.1 Bankfull Width/Depth Ratio 24.6 12.3 22.6 9.5 Bankfull Entrenchment Ratio >3.4 >2.7 >2.4 >2.2 Bankfull Bank Height Ratio 1.0 1.0 1.0 1.0 Cross Sectional Area between End Pins (ft 2)30.9 28.2 26.0 40.8 d50 (mm)N/A N/A N/A N/A Table 6 cont'd. Monitoring Data - Dimensional Morphology Summary (Dimensional Parameters - Cross-Sections) Pee Dee Stream Restoration Site / Project No. 95350 - Dale Branch Reach 2 Cross-Section 8 Riffle Reach 2 Cross-Section 9 Pool Reach 2 Cross-Section 10 Riffle Reach 2 Cross-Section 11 Pool Dimension BaseMY1MY2MY3MY4MY5BaseMY1MY2MY3MY4MY5BaseMY1MY2MY3MY4MY5BaseMY1MY2MY3MY4MY5 Record Elevation (datum) Used 327.8 326.1 315.3 314.1 Bankfull Width (ft)7.3 7.8 6.7 6.5 Floodprone Width (ft)>20 >20 >30 >40 Bankfull Mean Depth (ft)0.3 0.5 0.9 0.5 Bankfull Max Depth (ft)0.7 1.3 2.0 0.9 Bankfull Cross Sectional Area (ft 2)2.5 3.9 6.2 3.1 Bankfull Width/Depth Ratio 21.1 15.7 7.1 13.8 Bankfull Entrenchment Ratio >2.5 >2.2 >4.7 >6.8 Bankfull Bank Height Ratio 1.0 1.0 1.0 1.0 Cross Sectional Area between End Pins (ft 2)39.1 31.9 64.9 17.0 d50 (mm)N/A N/A N/A N/A Table 6 cont'd. Monitoring Data - Dimensional Morphology Summary (Dimensional Parameters - Cross-Sections) Pee Dee Stream Restoration Site / Project No. 95350 - Dale Branch Reach 3 Cross-Section 12 Riffle Reach 3 Cross-Section 13 Pool Reach 4 Cross-Section 14 Pool Reach 4 Cross-Section 15 Riffle Pee Dee Stream Restoration Project 32 Equinox NCDMS Project No. 95350 Baseline Monitoring Documentt Monitoring Year 0 of 5 Dimension BaseMY1MY2MY3MY4MY5BaseMY1MY2MY3MY4MY5BaseMY1MY2MY3MY4MY5 Record Elevation (datum) Used 303.5 286.8 286.6 Bankfull Width (ft)6.3 7.1 7.2 Floodprone Width (ft)>25 >25 >25 Bankfull Mean Depth (ft)0.3 0.5 0.8 Bankfull Max Depth (ft)0.7 0.7 1.7 Bankfull Cross Sectional Area (ft 2)1.9 3.3 5.9 Bankfull Width/Depth Ratio 21.0 15.2 8.7 Bankfull Entrenchment Ratio >3.5 >3.4 >3.1 Bankfull Bank Height Ratio 1.0 1.0 1.0 Cross Sectional Area between End Pins (ft 2)19.6 20.0 24.0 d50 (mm)N/A N/A N/A Reach 4 Cross-Section 16 Riffle Reach 5 Cross-Section 17 Riffle Reach 5 Cross-Section 18 Pool Table 6 cont'd. Monitoring Data - Dimensional Morphology Summary (Dimensional Parameters - Cross-Sections) Pee Dee Stream Restoration Site / Project No. 95350 - Dale Branch Dimension BaseMY1MY2MY3MY4MY5BaseMY1MY2MY3MY4MY5BaseMY1MY2MY3MY4MY5BaseMY1MY2MY3MY4MY5 Record Elevation (datum) Used 364.1 363.2 356.0 356.0 Bankfull Width (ft)8.4 7.5 8.6 7.6 Floodprone Width (ft)>30 >30 >30 >30 Bankfull Mean Depth (ft)1.0 0.6 1.0 0.6 Bankfull Max Depth (ft)2.1 1.2 2.3 1.1 Bankfull Cross Sectional Area (ft 2)8.8 4.2 8.5 4.3 Bankfull Width/Depth Ratio 8.0 13.3 8.7 13.4 Bankfull Entrenchment Ratio >4 >4.1 >3.2 >4.5 Bankfull Bank Height Ratio 1.0 1.0 1.0 1.0 Cross Sectional Area between End Pins (ft 2)54.2 35.5 28.2 31.5 d50 (mm)N/A N/A N/A N/A Table 6 cont'd. Monitoring Data - Dimensional Morphology Summary (Dimensional Parameters - Cross-Sections) Pee Dee Stream Restoration Site / Project No. 95350 - Thompson Branch Reach 2 Cross-Section 19 Pool Reach 2 Cross-Section 20 Riffle Reach 2 Cross-Section 21 Pool Reach 2 Cross-Section 22 Riffle Pee Dee Stream Restoration Project 33 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Left Descending Bank Upstream Right Descending Bank Downstream 312 312.5 313 313.5 314 314.5 315 315.5 316 316.5 317 317.5 318 318.5 319 319.5 320 320.5 321 321.5 322 322.5 323 323.5 324 324.5 325 325.5 326 326.5 327 0+00 0+05 0+10 0+15 0+20 0+25 0+30 El e v a t i o n ( f e e t ) Station (feet) Pee Dee -Jerry Branch Cross Section 1 -Pool Station 304+26 MY0 BKF Pee Dee Stream Restoration Project 34 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Left Descending Bank Upstream Right Descending Bank Downstream 312 312.5 313 313.5 314 314.5 315 315.5 316 316.5 317 317.5 318 318.5 319 319.5 320 320.5 321 321.5 322 322.5 323 323.5 324 324.5 325 325.5 326 326.5 327 0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 El e v a t i o n ( f e e t ) Station (feet) Pee Dee -Jerry Branch Cross Section 2 -Riffle Station 304+47 MY0 BKF Pee Dee Stream Restoration Project 35 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Left Descending Bank Upstream Right Descending Bank Downstream 305 305.5 306 306.5 307 307.5 308 308.5 309 309.5 310 310.5 311 311.5 312 312.5 313 313.5 314 314.5 315 315.5 316 316.5 317 317.5 318 318.5 319 319.5 320 0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 El e v a t i o n ( f e e t ) Station (feet) Pee Dee -Jerry Branch Cross Section 3 -Pool Station 306+91 MY0 BKF Pee Dee Stream Restoration Project 36 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Left Descending Bank Upstream Right Descending Bank Downstream 303 303.5 304 304.5 305 305.5 306 306.5 307 307.5 308 308.5 309 309.5 310 310.5 311 311.5 312 312.5 313 313.5 314 314.5 315 315.5 316 316.5 317 317.5 318 0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 El e v a t i o n ( f e e t ) Station (feet) Pee Dee -Jerry Branch Cross Section 4 -Riffle Station 307+69 MY0 BKF Pee Dee Stream Restoration Project 37 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Left Descending Bank Upstream Right Descending Bank Downstream 295 295.5 296 296.5 297 297.5 298 298.5 299 299.5 300 300.5 301 301.5 302 302.5 303 303.5 304 304.5 305 305.5 306 306.5 307 307.5 308 308.5 309 309.5 310 0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 El e v a t i o n ( f e e t ) Station (feet) Pee Dee -Jerry Branch Cross Section 5 -Pool Station 311+52 MY0 BKF Pee Dee Stream Restoration Project 38 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Left Descending Bank Upstream Right Descending Bank Downstream 292 292.5 293 293.5 294 294.5 295 295.5 296 296.5 297 297.5 298 298.5 299 299.5 300 300.5 301 301.5 302 302.5 303 303.5 304 304.5 305 305.5 306 306.5 307 0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 El e v a t i o n ( f e e t ) Station (feet) Pee Dee -Jerry Branch Cross Section 6 -Riffle Station 312+60 MY0 BKF Pee Dee Stream Restoration Project 39 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Left Descending Bank Upstream Right Descending Bank Downstream 283 283.5 284 284.5 285 285.5 286 286.5 287 287.5 288 288.5 289 289.5 290 290.5 291 291.5 292 292.5 293 293.5 294 294.5 295 295.5 296 296.5 297 297.5 298 0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 El e v a t i o n ( f e e t ) Station (feet) Pee Dee -Jerry Branch Cross Section 7 -Riffle Station 315+86 MY0 BKF Pee Dee Stream Restoration Project 40 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Left Descending Bank Upstream Right Descending Bank Downstream 347 347.5 348 348.5 349 349.5 350 350.5 351 351.5 352 352.5 353 353.5 354 354.5 355 355.5 356 356.5 357 357.5 358 358.5 359 359.5 360 360.5 361 361.5 362 0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 El e v a t i o n ( f e e t ) Station (feet) Pee Dee -Dale Branch Cross Section 8 -Riffle Station 208+33 MY0 BKF Pee Dee Stream Restoration Project 41 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Left Descending Bank Upstream Right Descending Bank Downstream 347 347.5 348 348.5 349 349.5 350 350.5 351 351.5 352 352.5 353 353.5 354 354.5 355 355.5 356 356.5 357 357.5 358 358.5 359 359.5 360 360.5 361 361.5 362 0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 El e v a t i o n ( f e e t ) Station (feet) Pee Dee -Dale Branch Cross Section 9 -Pool Station 208+42 MY0 BKF Pee Dee Stream Restoration Project 42 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Left Descending Bank Upstream Right Descending Bank Downstream 341 341.5 342 342.5 343 343.5 344 344.5 345 345.5 346 346.5 347 347.5 348 348.5 349 349.5 350 350.5 351 351.5 352 352.5 353 353.5 354 354.5 355 355.5 356 0+00 0+05 0+10 0+15 0+20 0+25 El e v a t i o n ( f e e t ) Station (feet) Pee Dee -Dale Branch Cross Section 10 -Riffle Station 210+09 MY0 BKF Pee Dee Stream Restoration Project 43 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Left Descending Bank Upstream Right Descending Bank Downstream 340 340.5 341 341.5 342 342.5 343 343.5 344 344.5 345 345.5 346 346.5 347 347.5 348 348.5 349 349.5 350 350.5 351 351.5 352 352.5 353 353.5 354 354.5 355 0+00 0+05 0+10 0+15 0+20 0+25 0+30 El e v a t i o n ( f e e t ) Station (feet) Pee Dee -Dale Branch Cross Section 11 -Pool Station 210+42 MY0 BKF Pee Dee Stream Restoration Project 44 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Left Descending Bank Upstream Right Descending Bank Downstream 320 320.5 321 321.5 322 322.5 323 323.5 324 324.5 325 325.5 326 326.5 327 327.5 328 328.5 329 329.5 330 330.5 331 331.5 332 332.5 333 333.5 334 334.5 335 0+00 0+05 0+10 0+15 0+20 0+25 0+30 El e v a t i o n ( f e e t ) Station (feet) Pee Dee -Dale Branch Cross Section 12 -Riffle Station 217+76 MY0 BKF Pee Dee Stream Restoration Project 45 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Left Descending Bank Upstream Right Descending Bank Downstream 318 318.5 319 319.5 320 320.5 321 321.5 322 322.5 323 323.5 324 324.5 325 325.5 326 326.5 327 327.5 328 328.5 329 329.5 330 330.5 331 331.5 332 332.5 333 0+00 0+05 0+10 0+15 0+20 0+25 0+30 El e v a t i o n ( f e e t ) Station (feet) Pee Dee -Dale Branch Cross Section 13 -Pool Station 218+20 MY0 BKF Pee Dee Stream Restoration Project 46 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Left Descending Bank Upstream Right Descending Bank Downstream 308 308.5 309 309.5 310 310.5 311 311.5 312 312.5 313 313.5 314 314.5 315 315.5 316 316.5 317 317.5 318 318.5 319 319.5 320 320.5 321 321.5 322 322.5 323 0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45 El e v a t i o n ( f e e t ) Station (feet) Pee Dee -Dale Branch Cross Section 14 -Pool Station 223+32 MY0 BKF Pee Dee Stream Restoration Project 47 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Left Descending Bank Upstream Right Descending Bank Downstream 307 307.5 308 308.5 309 309.5 310 310.5 311 311.5 312 312.5 313 313.5 314 314.5 315 315.5 316 316.5 317 317.5 318 318.5 319 319.5 320 320.5 321 321.5 322 0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45 El e v a t i o n ( f e e t ) Station (feet) Pee Dee -Dale Branch Cross Section 15 -Riffle Station 223+72 MY0 BKF Pee Dee Stream Restoration Project 48 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Left Descending Bank Upstream Right Descending Bank Downstream 296 296.5 297 297.5 298 298.5 299 299.5 300 300.5 301 301.5 302 302.5 303 303.5 304 304.5 305 305.5 306 306.5 307 307.5 308 308.5 309 309.5 310 310.5 311 0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 El e v a t i o n ( f e e t ) Station (feet) Pee Dee -Dale Branch Cross Section 16 -Riffle Station 227+39 MY0 BKF Pee Dee Stream Restoration Project 49 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Left Descending Bank Upstream Right Descending Bank Downstream 279 279.5 280 280.5 281 281.5 282 282.5 283 283.5 284 284.5 285 285.5 286 286.5 287 287.5 288 288.5 289 289.5 290 290.5 291 291.5 292 292.5 293 293.5 294 0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 El e v a t i o n ( f e e t ) Station (feet) Pee Dee -Dale Branch Cross Section 17 -Riffle Station 232+43 MY0 BKF Pee Dee Stream Restoration Project 50 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Left Descending Bank Upstream Right Descending Bank Downstream 279 279.5 280 280.5 281 281.5 282 282.5 283 283.5 284 284.5 285 285.5 286 286.5 287 287.5 288 288.5 289 289.5 290 290.5 291 291.5 292 292.5 293 293.5 294 0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 El e v a t i o n ( f e e t ) Station (feet) Pee Dee -Dale Branch Cross Section 18 -Pool Station 232+54 MY0 BKF Pee Dee Stream Restoration Project 51 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Left Descending Bank Upstream Right Descending Bank Downstream 356 356.5 357 357.5 358 358.5 359 359.5 360 360.5 361 361.5 362 362.5 363 363.5 364 364.5 365 365.5 366 366.5 367 367.5 368 368.5 369 369.5 370 370.5 371 0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 El e v a t i o n ( f e e t ) Station (feet) Pee Dee -Thompson Branch Cross Section 19 -Pool Station 108+93 MY0 BKF Pee Dee Stream Restoration Project 52 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Left Descending Bank Upstream Right Descending Bank Downstream 356 356.5 357 357.5 358 358.5 359 359.5 360 360.5 361 361.5 362 362.5 363 363.5 364 364.5 365 365.5 366 366.5 367 367.5 368 368.5 369 369.5 370 370.5 371 0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 El e v a t i o n ( f e e t ) Station (feet) Pee Dee -Thompson Branch Cross Section 20 -Riffle Station 109+30 MY0 BKF Pee Dee Stream Restoration Project 53 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Left Descending Bank Upstream Right Descending Bank Downstream 348 348.5 349 349.5 350 350.5 351 351.5 352 352.5 353 353.5 354 354.5 355 355.5 356 356.5 357 357.5 358 358.5 359 359.5 360 360.5 361 361.5 362 362.5 363 0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 El e v a t i o n ( f e e t ) Station (feet) Pee Dee -Thompson Branch Cross Section 21 -Pool Station 112+09 MY0 BKF Pee Dee Stream Restoration Project 54 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Left Descending Bank Upstream Right Descending Bank Downstream 348 348.5 349 349.5 350 350.5 351 351.5 352 352.5 353 353.5 354 354.5 355 355.5 356 356.5 357 357.5 358 358.5 359 359.5 360 360.5 361 361.5 362 362.5 363 0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 El e v a t i o n ( f e e t ) Station (feet) Pee Dee -Thompson Branch Cross Section 22 -Riffle Station 112+19 MY0 BKF Appendix C Vegetation Data Pee Dee Stream Restoration Project 56 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 P-allTP-allTP-allTP-allTP-allTP-allTP-allT Betula nigra River birchTree 995555 6622 1212 Fraxinus pennsylvanica Green ashTree 33112211448811 Liriodendron tulipifera var. tulipiferaTulip-treeTree 22 1133 Platanus occidentalis var. occidentalisSycamoreTree 55 1010 1111332277 Quercus spp.Oak Tree 224477 1111 882211 Quercus michauxii Swamp chestnut oakTree 443311 44 Quercus nigra Water oakTree 44 1111332211 Quercus phellos Willow oakTree 8833 33 2525242428282121242423232222 1111111 0.020.020.020.020.020.020.02 66558877557755 1012101297197111331133850850971971931931890890 Table 7. MY0 Plot Data (MY0 2015) Pee Dee / Project No. 95350 Scientific Name Common Name Species Type Plot 01 Plot 02 Plot 03 Plot 04 Plot 05 Plot 06 Plot 07 Stem count size (ares) size (ACRES) Species count Stems per ACRE Plot 08Plot 09Plot 10Plot 11Plot 12Plot 13Plot 14 P-allTP-allTP-allTP-allTP-allTP-allTP-allTP-allT Betula nigra River birchTree 66 2244 5151 Fraxinus pennsylvanica Green ashTree 6633 221111 3333 Liriodendron tulipifera var. tulipiferaTulip-treeTree 2288 1616 Platanus occidentalis var. occidentalisSycamoreTree 3377 1717 9999 13138787 Quercus spp.Oak Tree 1818 88 66444488 8383 Quercus michauxii Swamp chestnut oakTree 22 1414 Quercus nigra Water oakTree 33 22 1717 Quercus phellos Willow oakTree 11 33 1818 2121252521212323202020202222319319 1111111 14 0.020.020.020.020.020.020.020.35 2255552255553388 85085010121012850850931931809809809809890890922922 MY0 Annual Mean (2015) Stem count size (ares) size (ACRES) Species count Stems per ACRE Scientific Name Common Name Species Type Table 7 cont'd. MY0 Data (MY0 2015) Pee Dee / Project No. 95350 Pee Dee Stream Restoration Project 57 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Table 8. Vegetation Plot Criteria Attainment Pee Dee / Project No. 95350 Vegetation Plot ID Vegetation Survival Threshold Met? Tract Mean 1 Yes 100% 2 Yes 3 Yes 4 Yes 5 Yes 6 Yes 7 Yes 8 Yes 9 Yes 10 Yes 11 Yes 12 Yes 13 Yes 14 Yes Pee Dee Stream Restoration Project 58 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Vegetation Monitoring Plot 1 Vegetation Monitoring Plot 2 Pee Dee Stream Restoration Project 59 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Vegetation Monitoring Plot 3 Vegetation Monitoring Plot 4 Pee Dee Stream Restoration Project 60 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Vegetation Monitoring Plot 5 Vegetation Monitoring Plot 6 Pee Dee Stream Restoration Project 61 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Vegetation Monitoring Plot 7 Vegetation Monitoring Plot 8 Pee Dee Stream Restoration Project 62 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Vegetation Monitoring Plot 9 Vegetation Monitoring Plot 10 Pee Dee Stream Restoration Project 63 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Vegetation Monitoring Plot 11 Vegetation Monitoring Plot 12 Pee Dee Stream Restoration Project 64 Equinox NCDMS Project No. 95350 Baseline Monitoring Document Monitoring Year 0 of 5 Vegetation Monitoring Plot 13 Vegetation Monitoring Plot 14 Appendix D Permanent Photo Stations Jerry Branch – Permanent Photo Station 1 Station 300+25 - Downstream Jerry Branch – Permanent Photo Station 2 Station 305+04 - Upstream Jerry Branch – Permanent Photo Station 2 Station 305+04 - Downstream Hudson Branch – Permanent Photo Station 2 Station 305+04 - Upstream Jerry Branch – Permanent Photo Station 3 Looking North Northwest/Upstream Jerry Branch Jerry Branch – Permanent Photo Station 4 Station 304+80 - Upstream Jerry Branch – Permanent Photo Station 4 Station 304+80 - Downstream Jerry Branch – Permanent Photo Station 5 Station 316+95 - Upstream Dale Branch – Permanent Photo Station 6 Station 204+15 - Upstream Dale Branch – Permanent Photo Station 7 Station 205+15 - Upstream Dale Branch – Permanent Photo Station 8 Station 212+95 - Upstream Dale Branch – Permanent Photo Station 8 Station 212+95 - Downstream Dale Branch – Permanent Photo Station 9 Looking North Northwest – Upstream Dale Dale Branch – Permanent Photo Station 9 Looking South Southeast- Downstream Dale Dale Branch – Permanent Photo Station 10 Looking North Northeast – Upstream Dale Dale Branch – Permanent Photo Station 10 Looking South Southwest – Downstream Dale Dale Branch – Permanent Photo Station 11 Station 229+20 – Upstream Dale Branch – Permanent Photo Station 11 Station 229+20 – Downstream Dale Branch – Permanent Photo Station 12 Station 234+25 – Upstream Dale Branch – Permanent Photo Station 12 Station 234+25 – Downstream Thompson Branch – Permanent Photo Station 13 Station 101+15 – Downstream Thompson Branch – Permanent Photo Station 14 Station 105+25 – Upstream Thompson Branch – Permanent Photo Station 14 Station 105+25 – Downstream Thompson Branch – Permanent Photo Station 15 Station 115+50 – Upstream Thompson Branch – Permanent Photo Station 15 Station 111+50 – Downstream Thompson Branch – Permanent Photo Station 16 Station 115+85 – Upstream fILq l,2 U $� q x W = U zLi W OD co Lb 07 O i w o o d d p W � W W C 7 C7 M C7 C'7 UI W YI (A te a © ?i a b Q ► '.] ;� O of 2 a. 0 c� U Q Nr � > W &z ✓' - 11 l U 7' w -. 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