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Home My WebLink About20180067 Ver 1_Puncheon Fork Baseline Monitoring Report_20210723AS -BUILT BASELINE MONITORING REPORT PUNCHEON FORK MITIGATION SITE MADISON COUNTY, NORTH CAROLINA USACE Action ID: SAW-2018-00094 I DWR Project # 18-0067 RES FRENCH BROAD 05 UMBRELLA MITIGATION BANK Provided by: pres Bank Sponsor: Environmental Banc & Exchange, LLC 3600 Glenwood Avenue, Suite 100 Raleigh, NC 27612 919-209-1055 July 2021 fires July 23, 2021 Steve Kichefski U.S. Army Corps of Engineers Regulatory Division 151 Patton Ave. Room 208 Asheville, NC 28801-5006 360o Glenwood Avenue, Suite ioo Raleigh, NC 27612 Corporate Headquarters 6575 West Loop South, Suite 300 Bellaire, TX 77401 Main: 713.520.5400 Subject: French Broad 05 UMBI Puncheon Fork (SAW- 2018-00094) As -Built Baseline Report Submittal Mr. Kichefski: On behalf of Environmental Banc & Exchange, LLC, a wholly owned subsidiary of Resource Environmental Solutions (RES), I am pleased to submit the French Broad 05 UMBI Puncheon Fork As -Built Baseline Report. Construction and planting for this project were completed in April 2021. The site was built to design and guidelines with only minor adjustments. Of the 15 species proposed, five were planted on April 15, 2021, and two were planted on May 3, 2021. Additionally, a small percentage of green ash (Fraxinus pennsy(vanica) was planted. The remaining eight species proposed were not planted due to commercial availability. However, RES plans to obtain as many of the remaining species as possible and supplemental plant them this coming dormant season. RES setup cross sections, vegetation plots, and stream monitoring devices in April 2021. Monitoring data of the vegetation indicates that all plots are exceeding the interim success criteria of 320 planted stems per acre. The average stem height in the plots was 1.5 feet. Additionally, cross section data closely matches design parameters. Upon approval of this as -built report, RES is requesting a 15% stream credit release (425.333). Additionally, RES is requesting a 15% wetland credit release (0.137 WMUs) for the completion of the as -built report. Please see enclosed the credit release timeline and updated credit ledgers. Thank you for all of your time and consideration and we look forward to continuing to work with you all as this Project progresses. Please contact me at (919) 209-1066 or kcarrere@res.us if you have any questions or require any additional information. Thank you, Kasey Carrere, Project Manager kcarrere@res.us 1 (919) 209-1066 res.us Table of Contents 1.0 Project Summary..................................................................................................................................... 1 1.1 Project Location and Description.............................................................................................. 1 1.2 Project Goals and Objectives.................................................................................................... 1 1.3 Project Success Criteria............................................................................................................. 2 Stream Restoration Success Criteria................................................................................................ 2 VegetationSuccess Criteria............................................................................................................. 2 1.4 Project Components.................................................................................................................. 3 1.5 Stream and Wetland Design/Approach..................................................................................... 3 1.6 Construction and As -Built Conditions...................................................................................... 7 1.7 Baseline Monitoring Performance(MYO)................................................................................. 7 Vegetation........................................................................................................................................ 7 StreamGeomorphology................................................................................................................... 7 StreamHydrology............................................................................................................................ 7 2.0 Methods.................................................................................................................................................. 8 3.0 References............................................................................................................................................... 8 Appendix A: Background Tables Table 1. Project Mitigation Components Table 2. Project Activity and Reporting History Table 3. Project Contacts Table Table 4. Project Background Information Table Figure 1. Site Location Map Appendix B: Visual Assessment Data Figure 2. Current Conditions Plan View Vegetation Plot Photos Monitoring Device Photos Crossing Photos Appendix C: Vegetation Plot Data Table 5. Planted Species Summary Table 6. Vegetation Plot Mitigation Success Summary Table 7. Stem Count Total and Planted by Plot Species Appendix D: Stream Measurement and Geomorphology Data Table 8. Baseline Stream Data Summary Table 9. Cross Section Morphology Data Table Cross Section Overlay Plots Appendix E: As -Built & Record Drawings 1.0 Proiect Summary L I Project Location and Description The Puncheon Fork Mitigation Project (Project) (SAW-2018-00094), a project within the RES French Broad 05 Umbrella Mitigation Bank, is located within a rural watershed in Madison County, North Carolina approximately five miles northwest of Swiss, NC. The Project lies within the French Broad River Basin, and United States Geological Survey (USGS) 12-digit hydrologic unit code (HUC) 060101051001. The Project is being designed to help meet compensatory mitigation requirements for stream and wetland impacts in the HUC 06010105. The Project is in the Southern Crystalline Ridges and Mountains of the Blue Ridge ecoregion. The Project area is comprised of a 13.15-acre easement involving Puncheon Fork and three of its unnamed tributaries as well as a segment of Hampton Creek, which all drain into Upper Big Laurel Creek and, eventually, the French Broad River. The Project is accessible from Puncheon Fork Road. The GPS coordinates of the site are 35.960276°N,-82.533400°W. The streams and wetlands proposed for restoration and enhancement have been significantly impacted by long-term agricultural practices, specifically livestock husbandry, which has contributed to degraded stream channels and the lack of riparian wetland and buffer vegetation throughout the Project. Proposed improvements to the Project will help meet the river basin needs expressed in the 2009 DMS French Broad River Basin Restoration Priorities (RBRP) Report as well as ecological improvements to the riparian corridor within the easement. 1.2 Project Goals and Objectives Through the comprehensive analysis of the Project's maximum functional uplift using a Function Based Framework, specific, attainable goals and objectives will be realized by the Puncheon Fork Mitigation Project. These goals clearly address the degraded water quality and nutrient input from farming that were identified as major watershed stressors in the 2009 French Broad RBRP. The project goals are: • Reduce sediment inputs into streams; • Reduce nutrient and fecal coliform inputs into streams; • Improve aquatic and terrestrial habitat, including trout habitat; • Improve floodplam connectivity; • Restore and enhance appropriate riparian plant communities; • Enhance ecological structure and function of existing wetlands. The project goals will be addressed through the following project objectives: • Design and reconstruct stream channels that will convey bankfull flows while maintaining stable dimension, profile, and planform based on modeling, watershed conditions, and reference reach conditions; • Permanently exclude livestock from stream channels, their associated buffers, and wetlands by installing approximately 11,960 linear feet of livestock exclusion fencing; • Add in -stream structures and bank stabilization measures to protect restored and enhanced streams; • Install habitat features such as brush toes, woody materials, boulder clusters, and pools of varying depths to restored and enhanced streams; • Create step -pool sequences and scour pools that will promote trout habitation in designated Trout Waters; Puncheon Fork 1 As -Built Baseline Monitoring Report Mitigation Site July 2021 • Grade banks to promote development of gravels bars, serving as potential spawning habitat for trout • Reduce bank height ratios and increase entrenchment ratios in restored streams; • Increase forested riparian buffers to at least 30 feet on both sides of the channel along the Project reaches, including existing wetlands, with a forested plant community; • Treat exotic invasive plant species; Establish a permanent conservation easement on the site that will prevent future landuse changes. 1.3 Project Success Criteria The success criteria for the Project will follow the 2016 USACE Wilmington District Stream and Wetland Compensatory Mitigation Update, the Puncheon Fork Final Mitigation Plan and subsequent agency guidance. Specific success criteria components are presented below. Stream Restoration Success Criteria Four bankfull flow events must be documented within the seven-year monitoring period. The bankfull events must occur in separate years. Otherwise, the stream monitoring will continue until four bankfull events have been documented in separate years. Stream reaches will be monitored to document intermittent or seasonal surface flow. This will be accomplished through direct observation and the use of stream gauge transducers with data loggers (stage recorder). Reaches must demonstrate a minimum of 30 consecutive days of flow. Three stage recorders will be installed on Reaches J132-A, J134-13 and J136-A. There should be little change in as -built cross sections. If changes do take place, they should be evaluated to determine if they represent a movement toward a less stable condition (for example down -cutting or erosion) or are minor changes that represent an increase in stability (for example settling, vegetative changes, deposition along the banks, or decrease in width/depth ratio). Cross sections shall be classified using the Rosgen stream classification method, and all monitored cross sections should fall within the quantitative parameters defined for channels of the design stream type. Bank height ratio shall not exceed 1.2, and the entrenchment ratio shall be above 2.2 within restored riffle cross sections. Channel stability should be demonstrated through a minimum of four bankfull events documented in the seven-year monitoring period. Digital images will be used to subjectively evaluate channel aggradation or degradation, bank erosion, success of riparian vegetation, and effectiveness of erosion control measures. Longitudinal images should not indicate the absence of developing bars within the channel or an excessive increase in channel depth. Lateral images should not indicate excessive erosion or continuing degradation of the banks over time. A series of images over time should indicate successional maturation of riparian vegetation. Cross section, vegetation plot, and stage recorder locations will be used as permanent digital image stations. Vegetation Success Criteria Specific and measurable success criteria for plant density within the riparian buffers on the Project follow IRT Guidance. The interim measures of vegetative success for the Project are the survival of at least 320 planted three-year old trees per acre at the end of Year 3, 260 trees per acre with an average height of six feet at the end of Year 5, and the final vegetative success criteria is 210 trees per acre with an average height of eight feet at the end of Year 7. Volunteer trees are counted, identified to species, and included in the yearly monitoring reports, but are not included in the success criteria of total planted stems until they are Puncheon Fork 2 As -Built Baseline Monitoring Report Mitigation Site July 2021 present in the plot for greater than two seasons. Moreover, any single species can only account for up to 50 percent of the required number of stems within any vegetation plot. Any stems in excess of 50 percent will be shown in the monitoring table but will not be used to demonstrate success. 1.4 Project Components Through stream restoration, enhancement, and preservation, the Project presents 5,599 LF of stream, generating 2,835.550 Cold Stream Mitigation Units (SMU). Additionally, the Project presents 1.993 acres of wetlands, generating 0.977 Wetland Mitigation Units (WMU). Stream Mitigation Mitigation Approach Linear Feet Ratio Cold SMU Restoration 423 1:1 423.000 Enhancement I 2,022 1.5:1 1,348.000 Enhancement II 2,057 2.5:1 822.800 Enhancement II 671 4:1 167.750 Enhancement III 370 5:1 74.000 Total 5,543 2,835.550 Wetland Mitigation Mitigation Approach Area Ratio WMU Enhancement 1.993 2:1 0.875 Enhancement 0.251 2.5:1 0.102 Total 1.993 0.977 1.5 ,Vtream and Wetland Design/Approach The detailed treatment plan and design approach is as follows: Reach JBl An Enhancement Level II approach was used for this reach to address areas of bed instability, limited bedform diversity and buffer impacts. Enhancement activities included: • Installation of boulder clusters to promote instream habitat diversity, • Removal and offsite disposal of a 30" culvert crossing near station 03+25 • Installation of a log step -pool structure at the culvert removal site, • Knick-point stabilization with a log sill and brush toe near station 04+50, • Knick-point stabilization with a log sill and brush toe near station 05+90, • Knick-point stabilization with a log sill and brush toe near station 06+45, • Knick-point stabilization with a log sill and brush toe near station 06+52, • Bed Stabilization with riffle grade control near station 07+15, • Livestock exclusion, and • Planting riparian vegetation. Reach JB2-A A priority I restoration approach was used for this reach to address floodplain encroachment and buffer impacts. Restoration activities included: • Grading a new single thread channel in the existing floodplain, • Re -aligning the channel to move it away from Hoot and Holler Lane, • Removal and offsite disposal of a 36 x 60" culvert crossing near station 02+75 • Installing log and rock structures to provide grade control and habitat, Puncheon Fork 3 As -Built Baseline Monitoring Report Mitigation Site July 2021 • Establishing a mix of riffle -pool and step -pool sequence throughout the reach, • Filling the existing channel, • Livestock exclusion, and • Planting riparian vegetation. Reach JB2-B An Enhancement Level II approach was used for this reach to address areas of bank instability and buffer impacts. Enhancement activities included: • Installation of log vane at station 04+35 • Removal and offsite disposal of a 36 x 60" culvert crossing near station 05+75 • Installation of riffle grade control at proposed culvert removal, • Installation of log sill and brush toe at station 05+75, • Grading both channel banks to a 2.5:1 slope from station 5+30 to 6+20, • Livestock exclusion, • Removal of utilities from the stream corridor, and • Planting riparian vegetation. Reach JB3-A An Enhancement Level II approach was used for this reach to address areas of bank instability, limited bedform diversity, and buffer impacts. Enhancement activities included: • Installation of boulder clusters to promote instream habitat diversity, • Re -grading and stabilization of existing ford crossing near station 7+00, • Grading right channel bank to a 2.5:1 slope from station 6+50 to 7+10, • Grading right channel bank to a 2.5:1 slope from station 8+60 to 9+10, • Livestock exclusion, and • Planting riparian vegetation. Reach JB3-B An Enhancement Level I approach was used for this reach to address areas of bank instability, limited bedform diversity and buffer impacts. Enhancement activities included: • Installation of boulder clusters to promote instream habitat diversity, • Headcut stabilization with a rock step pool near station 11+00, • Debris removal near station 12+60, • Installation of brush toe along left bank from station 12+50 to 12+95, • Grading left channel bank to a 2.5:1 slope from station 12+50 to 12+95, • Livestock exclusion, and • Planting riparian vegetation. Reach JB4-A An Enhancement Level II approach was used for this reach to address areas of slope instability and buffer impacts. Enhancement activities included: • Slope stabilization in the left overbank from station 00+50 to 03+50, • Removal and disposal of existing 15" pipe offsite, • Bed and bank stabilization with a log sill and brush toe near station 05+15, • Left bank stabilization near station 6+00, • Livestock exclusion, and • Planting riparian vegetation. Puncheon Fork 4 As -Built Baseline Monitoring Report Mitigation Site July 2021 Reach JB4-B An inline restoration approach was used for this reach to address channel instability and buffer impacts. Restoration activities included: • Grading a new single thread channel in the existing valley, • Valley stabilization along the left bank, • Right bank stabilization at a groundwater seep near station 7+00, • Installing log and rock structures to provide grade control and habitat, • Establishing a mix of riffle -pool and step -pool sequence throughout the reach, • Removal and offsite disposal of a 24" culvert crossing near station 08+75 • Installation of a new 48" culvert and re -grading and stabilizing the roadway near station 08+75, • Livestock exclusion, and • Planting riparian vegetation. Reach JB4-C An Enhancement Level I approach was used for this reach to address areas of channel instability and buffer impacts. Enhancement activities included: • Removal and offsite disposal of a 24" culvert crossing near station 08+75 • Installation of a new 48" culvert and re -grading and stabilizing the roadway near station 08+75, • Installation of a riffle grade control and step pool at the outlet of the proposed 48" culvert, • Installation of a riffle grade control near station 10+25, • Grading both channel banks to a 2.5:1 slope from station 11+20 to 12+25, • Grading left channel bank to a 2.5:1 slope from station 12+75 to 13+90, • Livestock exclusion, and • Planting riparian vegetation. Reach JB5-A An Enhancement Level II approach was used for this reach to address areas of bank instability, lack of bedform diversity, and buffer impacts. Enhancement activities included: • Installation of boulder clusters to promote instream habitat diversity, • Re -grading and stabilization of existing ford crossing near station 14+50, • Livestock exclusion, • Removal of utilities from the stream corridor, and • Planting riparian vegetation. Reach JB5-B An Enhancement Level III approach was used for this reach to address buffer impacts. Enhancement activities included: Livestock exclusion, Removal of utilities from the stream corridor, and Planting riparian vegetation. Reach JB5-C An Enhancement Level I approach was used for this reach to address areas of channel instability, limited bedform diversity, and buffer impacts. Enhancement activities included: • Installation of boulder clusters to promote instream habitat diversity, • Grading left channel bank to a 2.5:1 slope from station 24+40 to 25+15, • Install a log sill at grade near station 24+63, • Install brush toe along left channel bank from station 24+63 to 25+18, • Grading left channel bank to a 2.5:1 slope from station 26+50 to 27+30, Puncheon Fork 5 As -Built Baseline Monitoring Report Mitigation Site July 2021 • Install a log sill at grade near station 26+80, • Install brush toe along left channel bank from station 26+80 to 27+17, • Grading left channel bank to a 3:1 slope from station 30+25 to 30+75, • Install a log sill at grade near station 30+59, • Install brush toe along right channel bank from station 30+59 to 30+68, • Removal of utilities from the stream corridor, • Livestock exclusion, and • Planting riparian vegetation. Reach JB6-A An Enhancement Level I approach was used for this reach to address areas of bank instability, limited bedform diversity and buffer impacts. Enhancement activities included: • Installation of boulder clusters to promote instream habitat diversity, • Install a log sill and brush toe at grade near station 2+25, • Install brush toe along left channel bank from station 2+48 to 3+15, • Grading left channel bank to a 3:1 slope from station 2+65 to 4+20, • Install a log sill and brush toe at grade near station 5+16, • Grading left channel bank to a 3:1 slope from station 5+30 to 5+75, • Grading point bar to a 5:1 slope from station 04+30 to 05+00, • Install stone toe from station 07+30 to 07+60, • Line upstream face of crossing with class II riprap, • Livestock exclusion, and • Riparian planting. Reach JB6-B An Enhancement Level II approach was used for this reach to address bank instability, limited bedform diversity and buffer impacts. Enhancement activities included: • Installation of boulder clusters to promote instream habitat diversity, • Livestock exclusion, and • Riparian planting. Reach JB7 An Enhancement Level II approach was used for this reach to address bank instability and buffer impacts. Enhancement activities included: Livestock exclusion, and Riparian planting. Wetland Enhancement Approach All jurisdictional wetlands within the Project boundary (WA -WV) were enhanced, primarily through tree planting and cattle exclusion. Approximately 11,960 feet of fencing ensures that cattle will no longer have access to these wetlands, and a diverse mix of native trees appropriate for the community type was planted. However, some small wetland areas (WH, WI, WJ, WL, WM, ", WO) were credited at a lower ratio (2.5 to 1) due to the fact that they only received supplemental plantings and may not be monitored directly for detailed vegetation data. In addition, some wetlands also benefit from improved hydrology as a byproduct of stream restoration and enhancement activities; however, hydrology is not monitored, nor is their success dependent on it. Finally, all wetlands within the Project are protected from future land use conversion by an established permanent conservation easement. Puncheon Fork 6 As -Built Baseline Monitoring Report Mitigation Site July 2021 1.6 Construction and As Built Conditions Stream construction and planting was completed in April 2021. The Puncheon Fork Site was built to design plans and guidelines with no major changes. The record drawings are included in Appendix E. Planting plan changes are outlined in Appendix C. Of the 15 species proposed, five were planted on April 15, 2021, and two were planted on May 3, 2021. Additionally, a small percentage of green ash (Fraxinus pennsylvanica) was planted. The remaining eight species proposed were not planted due to commercial availability. However, RES plans to obtain as many of the remaining species as possible and supplemental plant them this coming dormant season. Minor monitoring device location changes were made during as - built installation; however, the quantities remained as proposed in the Final Mitigation Plan. 1.7 Baseline Monitoring Performance (MYO) The Puncheon Fork baseline monitoring activities were performed at the end of April 2021. All baseline monitoring data is present below and in the appendices. The Project is on track to meeting vegetation, stream, and wetland interim success criteria. Ve etg ation Setup and monitoring of four fixed vegetation plots and two random vegetation plots was completed after planting and stream construction on April 21, 2021. Vegetation data are in Appendix C, associated photos are in Appendix B, and plot locations are in Appendix B. MYO monitoring data indicates that all plots are exceeding the interim success criteria of 320 planted stems per acre. Planted stem densities ranged from 324 to 769 planted stems per acre with a mean of 560 planted stems per acre across all plots. A total of six species were documented within the plots. Volunteer species were not noted at baseline monitoring but are expected to establish in upcoming years. The average stem height in the plots was 1.5 feet. Visual assessment of vegetation outside of the monitoring plots indicates that the herbaceous vegetation is becoming well established throughout the project. Stream Geomorphology A total of 12 cross sections were installed and geomorphology data collection for MYO was conducted on April 22, 2021. Summary tables and cross section plots are in Appendix D. Overall the baseline cross sections and profile relatively match the proposed design. The as -built conditions show that shear stress and velocities have been reduced for the restoration reach. The reach was designed as a gravel bed channel and remain classified as a gravel bed channel post -construction. Visual assessment of the stream channel was performed to document signs of instability, such as eroding banks, structural instability, or excessive sedimentation. The channel is transporting sediment as designed and will continue to be monitored for aggradation and degradation. Stream Hydrology Three stage recorders were installed on April 22, 2021, to document bankfull events. The stage recorders are located on JB2-A, JB4-B, and JB6-A. Stream hydrology data will be included in the Monitoring Year 1 Report in this section and in the appendices. The gauge locations can be found on Figure 2 and photos are in Appendix B. Puncheon Fork 7 As -Built Baseline Monitoring Report Mitigation Site July 2021 2.0 Methods Stream cross section monitoring was conducted using a Topcon GTS-312 Total Station. Three-dimensional coordinates associated with cross-section data were collected in the field (NAD83 State Plane feet FIPS 3200). Morphological data were collected at 12 cross -sections. Survey data were imported into CAD, ArcGISO, and Microsoft Excel® for data processing and analysis. The stage recorders include an automatic pressure transducer placed in PVC casing in a pool. The elevation of the bed and top of bank at each stage recorder are used to detect bankfull events. Vegetation success is being monitored at four fixed monitoring plots and two random monitoring plots. Vegetation plot monitoring follows the CVS-EEP Level 2 Protocol for Recording Vegetation, version 4.2 (Lee et al. 2008) and includes analysis of species composition and density of planted species. Data are processed using the CVS data entry tool. In the field, the four corners of each plot were permanently marked with PVC at the origin and metal conduit at the other corners. Photos of each plot are to be taken from the origin each monitoring year. The random plot is to be collected in locations where there are no permanent vegetation plots. Random plot will most likely be collected in the form of 100 square meter belt transects with variable dimensions. Tree species and height will be recorded for each planted stem and the transects will be mapped and new locations will be monitored in subsequent years. 3.0 References Griffith, G.E., J.M.Omernik, J.A. Comstock, M.P. Schafale, W.H.McNab, D.R.Lenat, T.F.MacPherson, J.B. Glover, and V.B. Shelburne. (2002). Ecoregions of North Carolina and South Carolina, (color Poster with map, descriptive text, summary tables, and photographs): Reston, Virginia, U.S. Geological Survey (map scale 1:1,500,000). Lee Michael T., Peet Robert K., Roberts Steven D., and Wentworth Thomas R., 2008. CVS-EEP Protocol for Recording Vegetation Level. Version 4.2 Peet, R.K., Wentworth, T.S., and White, P.S. (1998), A flexible, multipurpose method for recording vegetation composition and structure. Castanea 63:262-274 Resource Environmental Solutions (2020). Puncheon Fork Final Mitigation Plan. Schafale, M.P. 2012. Guide to the Natural Communities of North Carolina, Fourth Approximation. North Carolina Natural Heritage Program, Division of Parks and Recreation, NCDENR, Raleigh, NC. USACE. (2016). Wilmington District Stream and Wetland Compensatory Mitigation Update. NC: Interagency Review Team (IRT). Puncheon Fork 8 As -Built Baseline Monitoring Report Mitigation Site July 2021 Appendix A Background Tables F- O 3 O N N U O cc 3 O N d U O N N U O N N U O O 3 3 O O 3 3 O_ O 3 X O_ O 3 X O_ O_ X X O_ O_ X X O_ O_ X X O_ O_ X X O_ O_ X X O_ O_ X X O_ O_ X X X N o3 1/1 3 x N o3 03 03 X X N N X X N N N X N N N X N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N O - O O_ O_ _c N N N m 0 cm m 0 N N N N N U N U U U U U U U U U U U U U U U � O - - N � U N - N to - U U U U U o3 U o3 03 03 03 03 03 03 03 03 03 03 03 03 03 03 X o3 X X X d X o3 03 03 03 03 m o3 m m m m m m m m m m m m m m m N m 0 0 N N m m m m m C C C C C C C C C C C C C C C C l0 " l0 O l0 l0 O MMM0 N N - . . - - . . - - . . - - . . - - . . - - . . - - . . - - °� m I m O O- N O m O O m l0 l0 l0 l0 l0 O_ l0 l0 l0 N N l0 l0 l0 l0 l0 l0 l0 l0 l0 l0 l0 l0 l0 l0 "O "O "O "O "O "O "O "O "O "O "O "O "O l0 l0 `o l0 a 0 O l0 N Y� m y l0 Y� N l0 l0 l0 l0 l0 N . N . . N N . . N N . . N N . . N N . . N N . . N N . . N N a •- Tn •- m .Q •- m .Q — — — — oa cn oa cn cn cn cn cn cn cn cn cn cn cn cn cn cn cn s Y s o o o o o m o m ai ai ai ai ai ai ai ai ai ai ai ai ai ai p 2 2 2 2 ,� 2 2 2 2 2 o o o o o m o m m m m m m m m m m m m m m m U (n U (n U U m U (n U d' U U U d' LL LL LL LL LL U LL U U U U U U U U U U U U U U U O p O N M M N N M CO N O O O O O O O O O O O O O O O O O O O O O O Q Q L Y O O O O O O O O O O m 0 0 jp p X O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O m p O O O O O O O O O O O 0S S. O O O O O O O O O O O O O O O O O O O O O O O O O a Y O N - d J 0 m o o J W a' W W W W a' W LU w W W W W W W W W W W W W W W W W W W W W W W W W W W o N N 2 N N N N mO .� UUUUUUUUUUUUUU O O O o o o o o o O O O O (6 (6 fl------------------�-aaa (6 M (6 (6 (6 (6 (6 (6 (6 (6 M (6 (6 (6 (6 (6 (6 (6 (6 ITI IT m a O U N M M N N M CO N O � o Q O O O O O O O O O O O O O O O O O O O O O Wll N M M N N M CO N O O O O O O O O O O O O O O O O O O O O O O Q N m U) V V V - - - CO CO [p > > > > W LL > > > > Z > Y > > > > 0- > > [If > > (n > S S > U � CO CO CO CO CO CO CO CO CO CO CO N O d O i a Table 2. Project Activity and Reporting History Puncheon Fork Mitigation Site Elapsed Time Since grading complete: 3 months Elapsed Time Since planting complete: 3 months Number of reporting Years : 0 Activity or Deliverable Data Collection Complete Completion or Delivery Mitigation Plan NA Aug-20 Final Design — Construction Plans NA Sep-20 Stream Construction NA Apr-21 Site Planting NA Apr-21 As -built (Year 0 Monitoring — baseline) Apr-21 Jul-21 Year 1 Monitoring Year 2 Monitoring Year 3 Monitoring Year 4 Monitoring Year 5 Monitoring Year 6 Monitoring Year 7 Monitoring = The number of reports or data points produced excluding the baseline Table 3. Project Contacts Table Puncheon Fork Mitigation Site Designer RES / 3600 Glenwood Avenue, Suite 100, Raleigh, North Carolina 27612. Primary project design POC Ben Carroll Construction Contractor KBS Earthwork Inc. / 5616 Coble Church Rd., Julian, NC 27283 Construction contractor POC Kory Strader Survey Contractor Kee Mapping & Surveying / 88 Central Ave., Asheville, NC 28801 Survey contractor POC Nick Haase Planting Contractor H&J Forestry Planting contractor POC Matt Hitch Monitoring Performers RES / 3600 Glenwood Avenue, Suite 100, Raleigh, North Carolina 27612. Monitoring POC lRyan Medric (919) 741-6268 Table 4. Project Background Information Project Name Puncheon Fork County Madison Project Area (acres) 13.15 Project Coordinates (latitude and longitude) Latitude: 35.96027 N Longitude:-82.533400 W Planted Acreage (Acres of Woody Stems Planted) 6.75 Project Watershed Summary Information Physiographic Province Southern Crystalline Ridges and Mountains River Basin French Broad USGS Hydrologic Unit 8-digit 6010105 USGS Hydrologic Unit 14-digit 0610105130010 DWR Sub -basin 04-03-04 Project Drainage Area (Acres and Square Miles) 1,240 ac (1.94 mil) Project Drainage Area Percentage of Impervious Area <1.1% Reach Summary Information Parameters JB1 JB2 JB3 JB4 JB5 JB6 Length of reach (linear feet) 226 302 559 677 1515 789 Drainage area (Acres) 122 112 257 35 334 1240 Perennial, Intermittent, Ephemeral P P P P P P NC SAM Rating Low Low Low Low Low -Medium Low Rosgen Stream Classification (existing) 34a 34a C4a/F4b B4a/A4 C41b Cab Parameters JB7 Length of reach (linear feet) 540 Drainage area (Acres) N/A Perennial, Intermittent, Ephemeral I NC SAM Rating Low Rosgen Stream Classification (existing) I C4/5 'uncheon Fork Site Flag P,,n c N � T v k �94re1 V•l11 ¢y 57. Legend - s c n a 5 2 Proposed Easement _ Service Area - 06010105 c M, V 3 N Figure 1 - Site Location Date: 5/11/2021 w e Drawn by: GDS 5 Puncheon Fork Mitigation Site Checked by: MDD r^s 0 500 1,000 Madison County, North Carolina 1 inch = 1,000 feet Feet Appendix B Visual Assessment Data w -77 ,� _ CO N a O% Z C lL 52 Li (n O O } U m . O C m cc 0 LO 0 O W 10 aI Y •IO W O a-w' 0 0 p Y .O C9 U U W 2 d N N O N (C6 0 O E .a U U (n (6 C O N � p m m m o � ` p_ O X (p C C E p 0 () S�� W W (D Q l0 F (� i� 0 0 E E U U C C m m C C W W V N`� O 0 0- E E O U U U C C ; m m U C C O W W Z > E U f z a x saiaadS anisenu� E MMM top01* j Puncheon Fork MYO Vegetation Monitoring Plot Photos r L� Vegetation Plot 1 (4/21/2021) Vegetation Plot 3 (4/21/2021) Random Vegetation Plot 1 (4/21/2021) Vegetation Plot 2 (4/21/2021) Vegetation Plot 4 (4/21/2021) Random Vegetation Plot 2 (4/21/2021) Puncheon Fork MYO Monitoring Device Photos Stage Recorder JB2 Stage Recorder JB4 Stage Recorder JB 6 Puncheon Fork NIYO Crossing Photos J ! looking downstream. J ! looking downstream. J 7- looking upstream. J ! looking us£!e m. J ! looking us£!e m. A`^ T JB3-C/JB5-A looking downstream. JB4-B looking downstream. JB4-B looking upstream. JB6 looking upstream. JB6 looking downstream. Appendix C Vegetation Plot Data Appendix C. Vegetation Assessment Data Table 5. Planted Species Summary Common Name Scientific Name Mit Plan % Mit Plan % As -Built % Total Stems Planted Zone 1 Zone 2 Northern Red Oak' Quercus rubra 15 0 18 950 White Oak' Quercus alba 15 0 18 950 Chestnut Oak' Quercus montana 10 0 14 750 American Sycamore' Platanus occidentalis 0 15 12 650 ButtonbushI Cephalanthus occidentalis 0 15 12 650 American Hornbeam Carpinus caroliniana 10 10 11 560 Northern Catalpa 2 Catalpa speciosa 10 10 11 560 Green Ash' Fraxinus pennsylvanica 0 0 4 250 Silky Dogwood Cornus ammomum 0 15 0 0 Yellow Poplar Liriodendron tulipifera 10 0 0 0 River Birch3 Betula nigra 0 15 0 0 Eastern Hemlock3 Tsuga canadensis 10 0 0 0 Sugar Maple3 Acer saccharum 10 0 0 0 American Basswood Tilia americana 10 0 0 0 Hazel Alder Alnus serrulata 0 10 Sugarberry3 Celtis laevigata 0 10 0 0 Total 5,320 Planted Area 6.75 As -built Planted Stems/Acre 788 'These species were planted on 4/15/2021 TThese species were planted on 5/3/2021 3These species will be planted in winter 2021 or spring 2022 and the composition will be limited to commercial availibility Table 6. Vegetation Plot Mitigation Success Summary Average Success Planted Volunteer Total Planted Plot # Criteria Stems/Acre Stems/Acre Stems/Acre Stem Met? Height (ft) 1 648 0 647 Yes 1.6 2 567 0 567 Yes 1.5 3 324 0 324 Yes 1.4 4 486 0 486 Yes 1.6 R1 567 0 567 Yes 1.2 R2 769 0 769 Yes 1.4 Project Avg 560 0 560 Yes F77i.5 m O rl C .--I c-I N rl c-I of rl M OJ l0 O l0 C m � cW O o) Oo .:t N c�-I oo m C .N.. m l0 .�-I �(1 m p d o J c c rc 0 rn o a m m J C a LL' a-1 ~ N N N O� rl � Ol O l0 Ol y O NN LL' O N l0 N N N c-I a a -I � LL' � a-1 p N� M l0 M N N N.--I O l^O l(1 p 1 O N N IA M l0 M N C a O 00 C O H a-1 iy M C O O y 0 O C N 1 O O c G N J00 C ° V C C a M N M � a O o � ` O M J N 1 O U p N 71 C N I c- 67 Na M C a N O � O H N LL' O O N l(1 77 c M M M N M V a 0) ti m o 00 T O H a-1 Ol rl l0 � N M C O O 0 ~ o O LL O 4 m c rn ti v a dCL C A C J W J U u U u ¢ v uw _ a Y i L w YJ w v w v w v w v IA H d d N C E LL v C � O O E Y f0 u C co Z O U O "O J J Y N C C v E C O E 0 U N O j Y E v o u E v E Y LEv L °c u On a 3 u �U u y v E E a m O 2 u O c v ° .0 L L O L c d O M a O 75 E i u ro J c J 0 J J J p_ X � OJ OJ OJ cw LL a U U U Appendix D Stream Measurement and Geomorphology Data ]:::::::: ::::: ;;_§» \ �� l;:B2§;/; So — — — — — — — — — — . . . . . . . . . . . . . . . . . . . — - - - . . . . . . . . . — — — — — — — — — . . . . . . . . . . . . . . . . . . . . . . . . . . . . — — — — — — — — — — — — . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /)) — — — — — — — — — — — — — — — — — — — 1 o . . . . . . . . . . . . . — — — — — — — — — — — F I I' I I I I I I I I I I I I Iti I I I I I o o o o 22ii/!;f \)\}� -Ei L o 13 o -5 �o �o E o. 2 h3 o -o oa o o o w .. 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VNIl02iV0 H12iON'l.1Nf100 NOSIaVW m !`1�/� aia�a sNoislree S`JNIMV2i4 4}J003}J N}JOd NO3HON(ld a-Ni 1-1 _ -- 6 0 0 - u 1� „ �� S`JNIN\Va0 Oa0�3a :eo�aasva,ae b8f HOV32i `JNIMWd 0�2 �d�3�111 00 VNIl02iV0 H12iON `l.1Nf100 NOSIaVW - VJ m !`1�/�� aia�a sNoislree S`JNIMV2i4 4}J003}J}J �Od NO3HON(ld a-Ni 1-1 6 0 x j OS+L zg 4101Vyy ID#* 20180067 Version* 1 Select Reviewer:* Erin Davis Initial Review Completed Date 07/26/2021 Mitigation Project Submittal - 7/23/2021 Is this a Prospectus, Technical Proposal or a New Site?* O Yes a No Type of Mitigation Project:* rJ Stream rJ Wetlands [Buffer ❑ Nutrient Offset (Select all that apply) Project Contact Information Contact Name:* Kasey Carrere Project Information .................................................................................................................................................................. ID#:* 20180067 Existing IDY Project Type: r DMS r Mitigation Bank Project Name: Puncheon Fork County: Madison Document Information Email Address:* kcarrere@res.us Version: * 1 Existing Version Mitigation Document Type:* Mitigation As -Built Plans File Upload: Puncheon Fork Baseline Monitoring Report.pdf 38.69MB Rease upload only one PDFcf the conplete file that needs to be subrritted... Signature Print Name:* Ryan Medric Signature:*