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HomeMy WebLinkAbout20141127 Ver 1_MudLickCreek_93482_MY5_2022_20230201ID#* 20141127 Select Reviewer: Ryan Hamilton Initial Review Completed Date 02/01/2023 Mitigation Project Submittal - 2/1/2023 Version* 1 Is this a Prospectus, Technical Proposal or a New Site?* Type of Mitigation Project:* Stream Wetlands Buffer Nutrient Offset (Select all that apply) Project Contact Information Contact Name:* Jeremiah Dow Project Information ID#:* 20141127 Existing ID# Project Type: • DMS Mitigation Bank Project Name: Mud Lick Creek Mitigation Site County: Chatham Document Information O Yes O No Email Address:* jeremiah.dow@ncdenr.gov Version:* 1 Existing Version Mitigation Document Type:* Mitigation Monitoring Report File Upload: MudLickCreek_93482_MY5_2022.pdf 14.51MB Please upload only one PDF of the complete file that needs to be submitted... Signature Print Name:* Jeremiah Dow Signature: * FINAL MONITORING REPORT YEAR 5 (2022) MUD LICK CREEK MITIGATION SITE Chatham County, North Carolina NCDMS Project No. 93482 Contract No. 7683 USACE Action ID No. SAW-2014-00736 & DWR Project No 2014-1127 SCO No. 1209857-01 Data Collection: April -September 2022 Submission: January 2023 PREPARED FOR: N.C. DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION OF MITIGATION SERVICES 1601 MAIL SERVICE CENTER RALEIGH, NORTH CAROLINA 27699-1601 FINAL MONITORING REPORT YEAR 5 (2022) MUD LICK CREEK MITIGATION SITE Chatham County, North Carolina NCDMS Project No. 93482 Contract No. 7683 USACE Action ID No. SAW-2014-00736 & DWR Project No 2014-1127 SCO No. 1209857-01 Data Collection: April -September 2022 Submission: January 2023 PREPARED BY: AXIOM ENVIRONMENTAL, INC. 218 SNOW AVENUE RALEIGH, NORTH CAROLINA 27603 PROJECT SUMMARY The North Carolina Division of Mitigation Services (NCDMS) has established the Mud Lick Creek Mitigation Site (Site) located within the Cape Fear River Basin Cataloging Unit (CU) 03030003 in the Upper Rocky River local watershed planning (LWP) area and 14-digit HUC 03030003070010. The Site was identified as a priority mitigation project in the Detailed Assessment and Targeting of Management Report (Tetra Tech 2005). The main stressors to aquatic resources identified during the watershed assessments described in the LWP documents include the following. • Nutrient (nitrogen and phosphorous) loading from farming; • Sediment loading from overland runoff, disturbed surfaces, and streambank erosion; • Cattle access to streams increasing bank erosion and fecal coliform contamination; and • Insufficient bank vegetation. The project will contribute to meeting management recommendations to offset these stressors as described above for the LWP area by accomplishing the following primary goals. • Control and reduce nutrient sources from the Site; • Reduce sediment loads from disturbed areas on the Site and from eroding stream banks; • Increased aeration of flows within the project extent promoting increases in dissolved oxygen concentrations; • Reduce sources of fecal coliform pollution; • Improve instream habitat; • Reduce thermal loadings; • Reconnect channels with floodplains and raise local water table; and • Restore riparian habitat. These goals will be accomplished through the following objectives: • Restore riparian vegetation on the Site and thereby reduce sediment loads to streams from stream banks and existing pastures, increase on -Site retention of sediment and nutrients, create riparian habitat, and provide shade for streams to reduce thermal loadings; • Stabilize eroding streambanks to reduce sediment inputs; • Install fencing around the perimeter of the conservation easement to eliminate livestock access to streams, thereby reducing sediment, nutrient, and fecal coliform inputs; • Plant restored and stabilized streambanks with native species to improve stability and habitat; • Install instream structures to improve stability, create habitat, and help aerate stream flows; • Raise streambeds to reconnect restored channels to floodplains and raise local water tables; and • Restore streams and vegetation so the Site looks natural and aesthetically pleasing. Stream Success Criteria: The stream restoration performance criteria for the Site will follow approved performance criteria presented in the 2015 Mud Lick Creek Mitigation Site Final Mitigation Plan as described below. Stream Dimension: Riffle cross -sections on the restoration reaches and enhancement II reaches, where banks were re -graded (three reaches of Mud Lick Creek), should be stable and should show little change in bankfull area, maximum depth, and width -to -depth ratio. Bank -height -ratios shall not exceed 1.2 and entrenchment ratios shall be at least 2.2 for restored channels to be considered stable. All riffle cross - sections should fall within the parameters defined for channels of the appropriate stream type. If any changes do occur, these changes will be evaluated to assess whether the stream channel is showing signs of instability. Indicators of instability include a vertically incising thalweg or eroding channel banks. Changes in the channel that indicate a movement toward stability or enhanced habitat include a decrease in 2022 MY5 Annual Monitoring Report (Final) Executive Summary page i Mud Lick Creek Mitigation Site (DMS Project # 93482) the width -to -depth ratio in meandering channels or an increase in pool depth. Remedial action would not be taken if channel changes indicate a movement toward stability. Stream Pattern and Profile: The as -built survey will include a longitudinal profile for the baseline monitoring report. Longitudinal profile surveys will not be conducted during the seven-year monitoring period unless other indicators during the annual monitoring indicate a trend toward vertical and lateral instability. Substrate: Substrate materials in the restoration reaches should indicate a progression towards or the maintenance of coarser materials in the riffle features and smaller particles in the pool features. Hydraulics: Two bankfull flow events, in separate monitoring years, must be documented on the restoration reaches and enhancement II reaches where banks were re -graded (three reaches of Mud Lick Creek) within the seven-year monitoring period. Vegetation Success Criteria: The final vegetative success criteria will be the survival of 210 planted stems per acre in the riparian corridor along restored and enhanced reaches at the end of the required monitoring period (year seven). The interim measure of vegetative success for the Site will be the survival of at least 320 planted stems per acre at the end of the third monitoring year and at least 260 stems per acre at the end of the fifth year of monitoring. If this performance standard is met by year five and stem density is trending towards success (i.e., no less than 260 stems/acre), monitoring of vegetation on the Site may be terminated with written approval by the USACE in consultation with the NC Interagency Review Team. The extent of invasive species coverage will also be monitored and controlled as necessary throughout he required monitoring period (seven years). Photo Documentation: Photographs should illustrate the Site's vegetation and morphological stability on an annual basis. Cross-section photos should demonstrate no excessive erosion or degradation of the banks. Longitudinal photos should indicate the absence of persistent bars within the channel or vertical incision. Grade control structures should remain stable. Deposition of sediment on the bank side of vane arms is preferable. Maintenance of scour pools on the channel side of vane arms is expected. Visual Assessments: Visual assessments should support performance standards as described above. As per Sections 7.2 and 12.4 of the Mitigation Plan, physio-chemical and biological parameters were included as part of specialized monitoring, depending on the data that could be obtained during the baseline period. Monitoring of these parameters was for investigative purposes only and not tied to mitigation success or credit. The sample size and variability of the pre -construction physio-chemical data was inadequate for the purposes of post -construction comparison and therefore, these will not be monitored moving forward. However, fish and macrobenthos will be monitored at the stations indicated in the asset and monitoring features map (Figure 2, Appendix B). Site Background: The Site is located in northwestern Chatham County, north of Siler City and northwest of Silk Hope (Figure 1, Appendix B). The Site is located within United States Geological Survey (USGS) Hydrologic Unit and Targeted Local Watershed 03030003070010 (North Carolina Division of Water Resources Subbasin 03-06-12) of the Cape Fear River Basin. Prior to construction, the Site was used for agricultural livestock production. The proposed project will improve water quality as well as provide numerous ecological benefits within the Cape Fear River Basin. The project will help meet management recommendations of the Upper Rocky River Local Watershed Plan by restoring a vegetated riparian buffer zone, stabilizing eroding stream banks, and removing livestock from streams and riparian zones. These activities will result in reduced nutrient, sediment, and fecal coliform inputs; improved aquatic and riparian habitat, and other ecological benefits. 2022 MY5 Annual Monitoring Report (Final) Executive Summary page ii Mud Lick Creek Mitigation Site (DMS Project # 93482) Mitigation Components: Project mitigation efforts will generate 2832 Stream Mitigation Units (SMUs) as the result of the following (Table 1, Appendix A & Figure 2, Appendix B). • Restoration of 1215 linear feet of Site streams • Enhancement (Level II) of 2426 linear feet of Site streams Site design was completed in June 2015. Site construction occurred May 24—August 25, 2017 (final walkthrough) and the Site was planted in February 2018. Completed project activities, reporting history, completion dates, project contacts, and project attributes are summarized in Tables 1-4 (Appendix A). The assets and credits in the report and shown in Table 1 are based upon approved as -built numbers as approved by the IRT on 11/1/2018. 2022 MY5 Annual Monitoring Report (Final) Mud Lick Creek Mitigation Site (DMS Project # 93482) Executive Summary page iii TABLE OF CONTENTS 1.0 METHODS.......................................................................................................................................1 2.0 REFERENCES.................................................................................................................................5 APPENDICES Appendix A. Background Tables Table 1. Project Components and Mitigation Units Table 2. Project Activity and Reporting History Table 3. Project Contacts Table Table 4. Project Attributes Table Appendix B. Visual Assessment Data Figure 1. Vicinity Map Figure 2. Current Conditions Plan View Tables 5A-5C. Visual Stream Morphology Stability Assessment Table 6. Vegetation Condition Assessment Vegetation Plot Photographs Appendix C. Vegetation Data Table 7. Planted Woody Vegetation Table 8. Total and Planted Stems by Plot and Species Appendix D. Stream Geomorphology Data Tables lOa-10c. Baseline Stream Data Summary Tables l la-1 lf. Monitoring Data -Dimensional Data Summary Cross-section Plots Appendix E. Hydrology Data Table 12. Verification of Bankfull Events Appendix F. 2022 Benthic Macroinvertebrate Sampling Data Results Habitat Forms Appendix G. 2022 Adaptive Management Plan 2022 MY5 Annual Monitoring Report (Final) Mud Lick Creek Mitigation Site (DMS Project # 93482) Table of Contents page i 1.0 METHODS Monitoring of restoration efforts will be performed for seven years, or until success criteria are fulfilled. Monitoring is proposed for the stream channel and vegetation. In general, the restoration success criteria, and required remediation actions, are based on the Stream Mitigation Guidelines (USACE et al. 2003). Monitoring features are summarized in the following table and described below; monitoring features are depicted on Figure 2 (Appendix B). Monitoring Summary Parameter Monitoring Feature I Quantity Frequency Streams Dimension Cross -sections 7 riffles & 3 pools annually Substrate Pebble counts 3 riffles annually Hydrology Crest gauges 3 annually Vegetation Vegetation Plots 12 annually Warranty Plots 10 MY1 Visual assessments Entire Site biannually Exotic & nuisance species Entire Site annually Project boundary Entire Site annually Reference photographs 22 annually Supplement I Monitoring Biological Macrobenthos 5 sites (Pre construction only) 3 sites (MY3, MY5, & MY7) Fish 3 sites (Preconstruction only) 2 sites (MY4 & MY7) Streams The restored stream reaches are proposed to be monitored for geometric activity as follows. • 7 permanent riffle cross -sections • 3 permanent pool cross -sections • 3 riffle pebble count samples for substrate analysis • 3 stream crest gauges The data will be presented in graphic and tabular format. Data to be presented will include 1) cross - sectional area, 2) bankfull width, 3) average depth, 4) maximum depth, and 5) width -to -depth ratio. Substrate analysis will be evaluated through pebble counts at three riffle cross -sections and data presented as a D50 for stream classification and tracking purposes. The stream will subsequently be classified according to stream geometry and substrate (Rosgen 1996). Significant changes in channel morphology including bank -height -ratios and entrenchment ratios will be tracked and reported by comparing data to asbuilt measurements in addition to each successive monitoring year. Annual photographs will include 22 fixed station photographs (12 vegetation plots and 10 cross -sections) (Appendix B). The Site contains three stream crest gauges to assist with documentation of bankfull events. One bankfull event was documented during monitoring year 5 (2022), making a total of six bankfull events have been documented over the monitoring period to date (Table 12, Appendix E). Year 5 cross-section data indicate little change from as -built conditions and that the stream is functioning as designed, overall. Pool cross -sections (like cross-section 8) are typically not monitored for bank-height- 2022 MY5 Annual Monitoring Report (Final) Page 1 Mud Lick Creek Mitigation Site (DMS Project # 93482) ratio because they are naturally sediment storage and transport areas within a stream. This is apparent in review of the varying D.,,, and LBH values exhibited by cross-section 8 throughout the monitoring period. Bank erosion has not been noted within or adjacent to cross-section 8, and overall, the reach appears stable. Cross -sections 1 and 2 have been characterized by increased bank height ratio for the past several monitoring years. These cross -sections are located within an Enhancement (Level II) reach of stream that has scoured in previous years; however, the scour appears to have been minimized and the channel has reformed natural top -of -bank indicators within the dimensional parameters of the channel. Cross -sections 1 and 2 have both remained relatively consistent and stable for the past 3 monitoring years. All site cross - sections are meeting success criteria during year 5 (2022). Two stream areas of concern were observed during monitoring year 5 (2022); both were documented during previous monitoring years. Stream Area of Concern 91 is located along Mud Lick Creek R2 where approximately 50 feet of the right bank and 20 feet of the left bank have eroded to the point of bank sloughing. This area remains relatively unchanged from year 1 (2018); the establishment of dense herbaceous vegetation and lack of high discharge events have allowed this area to continue to stabilize. Stream Area of Concern #2 consists of scour and sloughing along an outer bend along Mud Lick Creek R3, immediately downstream from cross-section 1. Material that had sloughed from the bank remains stable and herbaceous vegetation is vigorous. Both stream areas of concern are located within enhancement II stream reaches; all stream reaches generating restoration credit are stable throughout and functioning as designed. Stream areas of concern are depicted on Figure 2 in Appendix B. Vegetation Restoration monitoring procedures for vegetation health will monitor plant survival and species diversity. After planting of the area was completed, 12 permanent vegetation plots were installed and monitored at the Site; annual results are in Appendix C. Annual measurements of vegetation will consist of the following. • 10 plant warranty inspection plots (only MY I) • 12 CVS vegetation plots A photographic record of plant growth should be included in each annual monitoring report; baseline photographs are included in Appendix B. During the first year, vegetation will receive a cursory, visual evaluation on a periodic basis to ascertain the degree of overtopping of planted elements by nuisance species. Subsequently, quantitative sampling of vegetation will be performed as outlined in the CVS-EEP Protocol for Recording Vegetation, Version 4.2 (Lee et al. 2008) in late fall/early winter of the first monitoring year and annually toward the end of the growing for the remainder of the monitoring period until vegetation success criteria are achieved. Year 5 (2022) stem count measurements for twelve permanent CVS plots indicate the planted stem density across the Site is 290 planted stems per acre. Nine of the twelve individual CVS plots met success criteria based on planted stems alone; however, when including naturally recruited stems of American elm (Ulmus americana), eastern redbud (Cercis canadensis), green ash (Fraxinus pennsylvanica), and American sycamore (Platanus occidentalis) the stem densities of plots 6 and 11 are above success criteria (Table 8, Appendix Q. Plot 1 was two stems shy of success. Plot 1 experienced mortality of two stems between MY3 and 4 and another between MY4 and 5; there are no natural recruits in this plot. Plot 11 is dominated by dense herbaceous vegetation and extremely high numbers of sweetgum (Liquidambar styraciflua), increasing competition with planted stems. Areas within the site remaining below success criteria are primarily due to herbaceous competition with dense fescue (festuca spp.). There are several isolated areas of dense sweetgum along North Branch R2 that are out -competing more desirable tree species. During 2022 MY5 Annual Monitoring Report (Final) Page 2 Mud Lick Creek Mitigation Site (DMS Project # 93482) vegetation data collection an abundance of deer browse was documented in all permanent CVS plots. Additionally, several populations of dense Chinese privet (Ligustrum sinense) and tree of heaven (Ailanthus altissima) were observed scattered throughout the Site. Although invasive treatments have been ongoing, these areas are relatively unchanged from previous years. Invasive populations are depicted on Figure 2 (Appendix B). Due to decreasing Site stem density and continued observation of deer browse and competition with herbaceous species, DMS has implemented an adaptive management that includes supplementally planting 1- and 3-gallon containerized trees across 2.04 acres of the Site. Low stem density areas are depicted on Figure 2 (Appendix B), and the adaptive management plan is detailed in Appendix G. Proiect Boundaries & Visual Assessments Locations of any fence damage, vegetation damage, boundary encroachments, etc. will be documented and included on mapping. Visual assessments will be performed along all streams on a bi-annual basis during the seven-year monitoring period. Problem areas will be noted such as channel instability (i.e. lateral and/or vertical instability, in -stream structure failure/instability and/or piping, headcuts), vegetated buffer health (i.e. low stem density, vegetation mortality, invasive species or encroachment), beaver activity, or livestock access. Areas of concern will be mapped and photographed accompanied by a written description in the annual report. Problem areas will be re-evaluated during each subsequent visual assessment. During year 3 (2020) monitoring, onsite beaver activity was observed including a significant dam along North Branch R3, a dam along Mud Lick Creek R2, and several smaller dams throughout the Site. In response, on November 4, 2020, USDA trapped beaver and removed six dams. A small beaver dam was observed during year 5 (2022) along North Branch R2, the stream was dry at the time of assessment, it was unclear if there were active beaver populations still within the site. Beaver activity will continue to be monitored and USDA will be notified on an as needed basis. Supplementary Monitoring Supplemental monitoring will include biological monitoring in the Spring as follows. • 3 benthos sampling sites (MY3, MY5, & MY7) • 2 fish sampling sites (MY4 & MY7) Additional parameters are being monitored for analytical purposes and are not tied to mitigation success and associated credit releases. The primary criteria for indication of improvement for the benthos and fish will be an increase of at least one bioclassification between the pre -con assessment and the post -con monitoring. Richness and EPT metrics will be analyzed as well. Based on values tabulated on Habitat Assessment Field Data Sheets, benthic macroinvertebrate habitat appears to be improving at the Site. Overall values for the data sheets have improved by 10 to 54 points since preconstruction. In addition, each independent variable on the data sheets has shown improvement over the monitoring period, except for channel modification. Biotic index (tolerance of a stream benthic community) has not shown significant improvement with station MLC-2 shifting from a Fairly Poor to Very Poor designation, station MLC-3 shifting from Poor to Very Poor, and station NBR-5 remaining within the Poor range. A summary of benthic results including Habitat Field Data Assessment Sheet scores and Biotic Index values from laboratory analysis results (preconstruction to MY5) is presented below. Full MY5 benthic sampling results and Habitat Field Data Assessment Sheets are located in Appendix F. 2022 MY5 Annual Monitoring Report (Final) Page 3 Mud Lick Creek Mitigation Site (DMS Project # 93482) Site MLC-2 MLC-3 NBR-5 Habitat Assessment Precon MY3 MY 5 Precon MY3 MY5 Precon MY3 MY5 Field Data (2015) (2020) (2022) (2015) (2020) (2022) (2015) (2020) (2022) Sheet Data Channel 5 3 4 5 3 3 4 5 5 Modification Instream 11 14 11 11 11 11 9 18 15 Habitat Bottom 3 8 4 3 11 8 1 11 6 Substrate Pool Variety 4 10 6 6 10 6 0 10 6 Riffle Habitats 7 14 7 7 10 7 0 16 16 Bank Stability 8 4 10 13 6 11 10 14 12 and Ve Light 7 7 10 7 7 7 2 2 10 Penetration Riparian Veg 2 10 10 1 10 10 12 10 10 Zone Width Total Score 47 70 62 53 68 63 26 86 81 Biotic Index 6.01 8.05 8.25 6.64 6.68 7.70 6.90 5.90 7.70 2022 MY5 Annual Monitoring Report (Final) Page 4 Mud Lick Creek Mitigation Site (DMS Project # 93482) 2.0 REFERENCES Lee, M.T., R.K. Peet, S.D. Roberts, and T.R. Wentworth. 2008. CVS-EEP Protocol for Recording Vegetation. Version 4.2. North Carolina Department of Environment and Natural Resources, Ecosystem Enhancement Program. Raleigh, North Carolina. North Carolina Division of Mitigation Services (NCDMS) 2015. Mud Lick Creek Mitigation Site Final Mitigation Plan. Rosgen D. 1996. Applied River Morphology. Wildland Hydrology. Pagosa Springs, Colorado. Tetra Tech, 2005. Upper Rocky River Local Watershed Plan Preliminary Findings Report. Prepared for the North Carolina Ecosystem Enhancement Program. United States Army Corps of Engineers (USACE), United States Environmental Protection Agency (USEPA), North Carolina Wildlife Resources Commission (NCWRC), Natural Resources Conservation Service (MRCS), and North Carolina Division of Water Quality (NCDWQ). 2003. Stream Mitigation Guidelines. State of North Carolina. 2022 MY5 Annual Monitoring Report (Final) Page 5 Mud Lick Creek Mitigation Site (DMS Project # 93482) Appendix A. Background Tables Table 1. Project Mitigation Components Table 2. Project Activity and Reporting History Table 3. Project Contacts Table Table 4. Project Attributes Table 2022 MY5 Annual Monitoring Report (Final) Appendices Mud Lick Creek Mitigation Site (DMS Project # 93482) dF dF N N O Q O V i fC AA AA AA N Q O c}a ao +.. 2 o E ° > Y O c_ E N N C L m � 3 E C a7 L C a) a) E C � � CO L U C `O � w C C 0 O Z O O O E O W m O J O > M O w to A - N E O a7 a7 0 N fA C 3 a) Y C Y L C U Y C N O w C N C w C w C w C Y w C E E U O U C U C U C U C E O w o w w w U w U N w C `o = w C w C Y w U C J ai C (D C LL J O C C C 'O 5 O O U a7 a7 a7 O N Z a.N a7 a a a 2' a c o w w O U N N O CO LO O (0M LO N CO w O O N_ 7 CO I- M O O 7 COO o cco V c o X w O LO LO _Lo. U T _ N N d J O ,u O > 5 J W W W W W a) r � CO x co co CO ((00 (IO N ((00 co N O M in N 7 LO (0 I- Q Ll c � O C 0 _w d N co O N u) co O M (�O O 7 N (O m (0 V I- � W N (00 (f) (O c0 N V w c M O W O + + O (n O (O O M O N C O (0 N O N (0 M co co co O M O W O O ON +O ON CO0wN O O (OO M co M w a) C N W L0 c0 M N (N M LO O lf) M LO (N c0 M r- � a) � � d c 0 O O co N Y caE) QU U. OLL co Oiw°°0 a z z z w w 2 2 2 c (0 � d N N � � U c z c a) � a7 � O O C U (0 a7 d � � c � � N U) N N > J C C C a C ° T O O E E E � R a7 a7 U U U a7 N L fn N L L L w w w c� a Table 2. Project Activity and Reporting History Mud Lick Creek (ID-93482) Elapsed Time Since Grading Complete: 5 years 3 months Elapsed Time Since Planting Complete: 4 years 10 months Number of Reporting Years: 5 Activity or Deliverable Data Collection Complete Completion or Delivery Project Institution -- February 13, 2013 Mitigation Plan -- December 2015 404 Permit Date -- March 25, 2016 Final Design — Construction Plans -- June 2015 Construction -- August 25, 2017 Bare Root; Containerized; and B&B Plantings for the Entire Project Site February 2018 February 2018 Baseline Monitoring Document (Year 0 Monitoring Baseline) July 2018 September 2018 Monitoring Year 1 2018 Document December 2018 December 2018 Monitoring Year 2 (2019) Document September 2019 January 2020 Monitoring Year 3 (2020) Document September/October 2020 January 2021 Monitoring Year 4 (2021) Document October 2021 December 2021 Monitoring Year 5 (2022) Document September 2022 January 2023 2022 MY5 Annual Monitoring Report (Final) Mud Lick Creek Mitigation Site (DMS Project # 93482) Appendices Table 3. Project Contact Table Mud Lick Creek (ID-93482) Designer Wildlands Engineering, Inc. (License No. F-0831) 312 West Millbrook Rd, Suite 225 Raleigh, NC 27609 Angela N. Allen, PE 919 851-9986 Construction Plans and Sediment and Wildlands Engineering, Inc. (License No. F-0831) Erosion Control Plans 312 West Millbrook Rd, Suite 225 Raleigh, NC 27609 Angela N. Allen, PE 919 851-9986 Construction Contractor North State Environmental, Inc. 2889 Lowery Street Winston Salem, NC 27101 Michael Anderson 336 725-2010 Planting Contractor North State Environmental, Inc. 2889 Lowery Street Winston Salem, NC 27101 Stephen Joyce 336 725-2010 As -built Surveyors Allied Associates, PA 4720 Kester Mill Road Winston Salem, NC 27103 David Alley 336 765-2377 Baseline Data Collection Axiom Environmental, Inc. 218 Snow Avenue Raleigh, NC 27603 Grant Lewis (919) 215-1693 2022 MY5 Annual Monitoring Report (Final) Mud Lick Creek Mitigation Site (DMS Project # 93482) Appendices Table 4. Project Baseline Information and Attributes Mud Lick Creek (ID-93482) Project Information Project name Mud Lick Creek Mitigation Site Project county Chatham County, North Carolina Project area (Acres) 11.2 Project coordinates lat/long) 35.8128°N, 79.4350°W Planted Acres 9.6 Project Watershed Summary Information Ph sio ra hic region Carolina Slate Belt of the Piedmont Physiographic Province Project river basin Cape Fear River Basin USGS hydrologic unit (8 digit/14- digit) 03030003/03030003070010 NCDWR Sub -basin 03-06-12 Project drainage area mil 3.64 % Drainage area impervious < 1% CGIA land use classification Developed, Forested/Scrubland, Agriculture/Managed Herb., Open Water Reach Summary Information Parameters Mud Lick Creek— R1 Mud Lick Creek— R2 Mud Lick Creek— R3 North Branch — R1 North Branch — R2 East Branch Restored length linear feet 551 660 733 856 265 576 Valley confinement Slightly confined - unconfined Drainage area (acres/mil) 1747/2.73 2170/3.39 2330/3.64 236.8/0.37 416/0.65 172.8/0.27 Perennial (P), Intermittent (I) P P P P P P NCDWR water quality classification WS-III, CA Stream Classification (existing) E4 C4 E4 E4 134c 134c Stream Classification (proposed) E4 C4 E4 C4 C4 C4 Evolutionary trend (Simon & Hu IV/V IV/V IV/V IV IV IV FEMA classification AE AE AE AE AE AE Reg latory Considerations Regulation Applicable? Resolved? Supporting Documentation Waters of the US — Section 404 Yes Yes SAW-2014-00736 Waters of the US — Section 401 Yes Yes SAW-2014-00736 Endangered Species Act Yes Yes No Effect — CE Document Historic Preservation Act No NA CE Document Coastal Zone Management Act (CZMA/CAMA) No NA NA FEMA Floodplain Compliance Yes Yes Chatham County Floodplain Development Permit # 14-001 Essential Fisheries Habitat No NA NA 2022 MY5 Annual Monitoring Report (Final) Appendices Mud Lick Creek Mitigation Site (DMS Project # 93482) Appendix B Visual Assessment Data Figure 1. Site Location Figure 2. Current Conditions Plan View Tables 5A-5C. Visual Stream Morphology Stability Assessment Table 6. Vegetation Condition Assessment Vegetation Plot Photographs 2022 MY5 Annual Monitoring Report (Final) Mud Lick Creek Mitigation Site (DMS Project # 93482) Appendices Site Location •r,r f "' r'' 35.8128,-79.4350 - - t - ti it :dl F ✓JY — �t 41 Silk Elope 421 i _� c 1 Cvr t J M1 M1 f r 40 0 1 2 4 Siler.Cityf" Miles -' Directions from Silk Hope: -Take Silk Hope -Liberty Road west for 4.1 miles -Turn right on Siler City -Snow Camp Road; travel 0.2 mile -The Site/farm entrance is located on the left/east side of the road Axiom Environmental 218 Snow Avenue Raleigh, NC 27603 (919) 215-1693 Axiom Environmental, Inc. SITE LOCATION MUD LICK CREEK MITIGATION SITE DMS PROJECT NUMBER 93482 Chatham County, North Carolina Dwn. by. 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Vegetation Plot Data Table 7. Planted Woody Vegetation Table 8. Total and Planted Stems by Plot and Species 2022 MY5 Annual Monitoring Report (Final) Appendices Mud Lick Creek Mitigation Site (DMS Project # 93482) Table 7. Planted Woody Vegetation Mud Lick Creek Restoration Proiect W93482) Species Quantity Green Ash (Fraxinus enns lvanica) 300 Sycamore (Platanus occidentalis) 400 Eastern Redbud (Cercis canadensis) 400 Cottonwood (Po ulus deltoides) 300 River birch (Betula ni ra) 300 Hackbe (Celtis occidentalis) 300 Black Gum (N ssa s lvatica) 300 American Elm (Ulmus americana) 300 Eastem Ho hornbeam (Ostr a vir inica) 300 Elderberry (Sambucus s ) 300 Black Locust (Robinia suedoaccia) 300 Silky Dogwood (Cornus ammomum) 300 Witch Hazel (Hamamelis vir inica) 550 Buttonbush (Ce halanthus occidentalis) 300 Persimmon (Diospyros vir iniana) 300 Ironwood (Car inus caroliniana) 400 Swamp Tupelo (N ssa bi ora) 100 Swamp Chestnut oak uercus michauxiz 100 Water oak uercus ni ra 100 Tulip Poplar Liridendron tuli i era 300 TOTAL 5950 2022 MY5 Annual Monitoring Report (Final) Mud Lick Creek Mitigation Site (DMS Project # 93482) Appendices O n m m o � o io N N ao d o M J O c a ti� ti ti m lD N � ^' ao o � 10 O N ~ O m ao O c � n o � ry a n w 4 —7F ry a n m ao m J O a ry a n-RT m o o � a m 9 A O o N ao d ,-I o m m J O a a 77 m ti � N N O F W m m m M 4 N N m m ~ O N N m O d' a R J W m N N c a o c a m V v o � 9 o � � N ao d o 0 O C a m N ^' M o � w 4 o — n n o m m w ao O N O H C p n O N m 00 M J O d ti r N M W N N O H N rq O O O — N N O m O 00 N M O yJ O C 6 N m M N � N N F H u V u a N O E d a y N a N y H H N N H H H H H N H N N H H H H H H H H H H H H H H h H H H N N V L O 00 0 VI E Z °' c° v -o °' E O Em 0 0 YE u 3 3 Q U ` N m S E c O U Y N E° V E —` u>° p O p o p o u °' p o 0 3 m u v N v n n E n u p °' n o w o u E x' O v— > E._ m E 0 0 E 0 — E E v o—° 3 Q 0 3 0 E Y a`, > 3 E ._ o 0 E oopsm .m_v N6E v Ego O i "mC uw_ 0 OCNfl Opc o ' m Co.. E zzOa CJ CJ CJ > > > > o v ° E 0 ti > > c c E E vEE W w O ti O m ti � m ti O ti �D rl r m n m rl N m vt ao � N =ryi m O 0 O r N d O O m O O a p ^' m N iom m w m m rlm m N w ti ti ti N� L d ~ O O a ry `^ � N W rl m m vl ti� W I� N vt N� m rl lD N rl N N vt lD rl � f O N = ti ti O ~ O ~ N E N � a L O a � a m m m m o N ,-, - N a O rl ti ti N� c ¢ o � m N O W O ti N I� r ti � ti N N ti ti ti � N ti N N ti N� m O N r N N > = L d ry ~ O ryi O a ry `^ N m o r N n .-, n m m ry a N H ti N_ W O N 1 ti N ti N N N O O v r m cL o O o p N H ti N ti � W N O N = I� m N ti r ti ti N rl m rl N N W O ~ O O N m > N d O 0 0 O c a N N m n ti 4 N — n 77 m i N ao d o 77 m 0 1 N N } eel O H O c-I m rl m 0 N N p O c0 G O N N ~ O ry o O. v C O c N � O H O O — W O 7 77 ryi � m � O C a m N d V F H u u¢ N y a H H N N H H H H H N H N N H H H H H H H H H H H H H H h H H H N N V EN L C C E `° °O ° 0 3 VI Z c° `o -0 °' E E o m Y U E 3 O c ° N ���� 0 y Y O E mm C S� E N U � N � o 0 0 o u o 0 3 m v ° u c - Q o v o u v V v °i " °' u v n E n °' E v 0 v— v > Y E._ m E ° o E o — E E v o m 3 Q ° 3 0 E Y a`, > 3 E ._ Evi o w "0 v � u E o m ' m 6 E O> m o> —s i Em 6E "C m E 0 N >CUUUUO>A O0 N v on o- oN E E` o o s. ' 7 za Ov a a c7 CJ CJ CJ > o v ° E 0 ti > > c c E E vEE W w W W E E 0 0 Appendix D. Stream Geomorphology Data Tables lOa-10c. Baseline Stream Data Summary Tables l la-11£ Monitoring Data -Dimensional Data Summary Cross-section Plots 2022 MY5 Annual Monitoring Report (Final) Mud Lick Creek Mitigation Site (DMS Project # 93482) Appendices O m m m m m m m m L a k _ G G L r G y S�OYY � 9 ty A a b�0 U A G N A k M N O 'may /• 00 O b o v, r. r. O 00 zt. R iYl G O W N N O G L R �i 5m �000� N�o O 0 � A a M N y7 N O � m G pp R A N O In k W Qi W U R O I -a O Q Q h W 24 O 24 3 a a a ro °�' a. U> w o CQ CQ E R ° aa�F• p�� R �� �a w ro R � G O � � R F• O 9 �i Pr Pr F Q' G N N N N N N N N s L q s G NNR bL G R Z' O O S R y� L N � q o q q � o /• iYl G O W N 0 (J O O L � �i O O s `o q v, L � N R V N bL Y, k a W U R O a IflHil � W d .� Hil � 77777�+ wWWv 77777 w w�+ ~ W W " yC� N Q�i Q�i ywN�' , � ttl O a t3 R G O � � F• R O 9 q a a F G N N N N N N N N s G R q � G R bL G G C O R � O R v O O � p vl W O m m N � [n N •� N 0 q h q O Y G N G R C. O 0 s G q � L k R R G N N 9 O U p G k W 0.i W 7 U o ,W7 C4 .a a U .� •o k, o G �� o p C y ' '� � o 0 R p, O X b R \)) )/) ;! 1 11111111 MISSION I _ illlll■III IIBIII II 'os'oe.,00 IIIIIIIIII IIIIII !I MINES �os000.�'m IIIIIIIIII 191BII■,II IIIIII' �� '°T o x a F � IIIII �I,BIIIII III III mii �ioe'amn n�i in �i,00nn n�i mii mii in �a�o�aon n�i in �I,IIIIII III IIIII IIIII IIIII IIIII III �1011llll III 111 �I�IIIIII III III �Iml9@@II III III IIIII IIIII IIIII IIIII �l,111191 III III �9,111191 III III �I�IIIIII III III �B�IIIIII III III �I,IIIIII III IIIII IIIII IIIII IIIII 111 �I�IIIIII III III �I,II@I91 III III �8,199111 III III IIIIII■III 111119■,II IIIIII■,II 111199■�00 IIIIIBI �asoov.,'o 1911111 !I IIIIIIIIII 111190■,BI '°T o x a F � IIIII Illllilli ���� III �i,nmmn n�i nni nni nni ni �om'a�n' n�i ni �omoe�an n�i ni �i,00nn n�i nni nni ni �Ill�lll ���ooa�n n�i ni �o,00nn n�i nni nni IIIII ni �0000nn n�i ni �Bm119911 III III IIIII IIIII IIIII IIIII MIllIIIIII III III �I,IIIIII III III �I�IIIIII III III �lmi01@II III III �i,nmmim n�i nni nni nni ni Mi,vaaia' nIIi ni �o,nnn n�i ni g ¢ b HIM 0 r o U 0 x a OW ��� o�� 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 O o ,1 1 1 1 M ,1 1 1 11 ,1 1 II 1 1 11 ,1 M � 1 � 1 O 1 �1 1 �1 � 1 4 0 '1 ' 1 O -o N 0 F� W �i 3 0 0 U N 0 w � o U Q t to � O U to w � � a � M 00 in 0 0 W N W O V M I- W In N V N W LC) M V W • O In LO O CO V r- r M M 'I-LO CO V O InLn N 00 00 00 I1 r CO CO LC) V M M M M M M M V Ln M r r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � W O sue. Fti 66 OW CID � o ��IIIIII� i U J• 1 O i.� z m ^O O M � � � N � Y U a � � R � 1 w ' i 0 o 0 0� oo (;aafi uoeInnapg M ' a�66 s I.Mx Z s e �A l S• 1 s 9 � H sue. U Ca �z �o w M N a � o _ •p �n � •--i o0 �n •--i O O� 00 O M o0 l� N o0 �n O� %•> o0 00 00 l� �o �o �o �n �n �o �o �o l� o0 00 00 00 v, W � � •.w N � �O M �O O o0 �O � M o0 00 l� O� O O� f WOW A L� ri, �C N ��^�NzzNN�zzz in •� l � � � � N � o rii y ^O � pa 0 4� ol R, I lip � N ISM pi Ca � U G O �z o CC w cNl w NOW a N O M LC) M LC) LC) O 00 00 CO CO •� •� (O LC) N 00 V 0 0 0 0 N LC) O r O 00 00 00 I� r CO CO r CO r r � 00 00 W W W W W W W W W W W W W W v� W sue. �• � L� O O � � O M N � � \O � M Vl M � �y W ��c�i�oNZ �o � o O � . W O M W O 1 � N 1 1 � 1 � 1 1 1 z 1 1 1 1 1 1' � 1 1 �, 1 1 1 1 � U 1 1 1 1 � i q � 1 1 ? 1 1 1 1� 1 1 a 1 1 � 1 1 � C. � 1 1 U 1 1 1 1 O 0 0 0 (;aafi u0e1nn01g a 0 =m 0 H CID � Ca ow �o oc w N OW a � U o •� 0 M Vl O " - - V- C, C, O M — - --i N 00 In \O O E M O� O, �� N N �--i �--i �--i �n N l� O M M v, W CC � ••" O M �n O� �O �O N �O �O � O� O� 00 �n O M l- O l� �°°��zzNN�zzz � o 0 �illlll� 0 � U I �I ` 1 o N i.� � I � I N O yC � I U U I O � I I U I I 0 (;aafi u0e1nnapg U OW r~ CID Ca � U G O �z U y N w .a o CD a � (-4Lt700 0000 V NNM LO �000 COM •� • 00MM0001- V-01— 00 MM 00000 00 I� r r r CO CO CO CO Ln Ln to M W W W W W W W W W W W W W r r r 00 00 W W W W W v� W O sue. O i'+ 4 4 4 C, M CDoo �O 1� oo O oo O� � �y W � o W 0 M O ' N � O � , N w � M 0 a ' � w � U � � o �o v, (;aa� uoe�nnapg 00 � � �o t` ^, o o •� •� o 0o Z •� � o rii y ^O ea pa o W � 0 N 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 N � 1 � 1 � 1 � 1 1 � 1 w 1 � 1 1 II 1 1 � 1 1 1 1 0 � 1 1 � i 1 � 1 � 1 1 1 1 ? 1 II 1 1 1 1 � 1 1 1 II � 1 1 � 1 1 1 II 1 1 1 II 1 1 0 0 0� � 0 0 (;aa� uoe�nnapg � 0 N 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 N � 1 � 1 � 1 � 1 1 � 1 w 1 � 1 1 II 1 1 � 1 1 1 1 0 � 1 1 � i 1 � 1 � 1 1 1 1 ? 1 II 1 1 1 1 � 1 1 1 II � 1 1 � 1 1 1 II 1 1 1 II 1 1 0 0 0� � 0 0 (;aa� uoe�nnapg o�^�zzNN�zzz � o rii y ^O � pa o i I I I I I I 1 1 0 � � 1 1 FQ 1 1 � � W � I I 1 1 1 1 O 1 1 1 O O I I 1 U 1 a � 1 � � 1 � 1 � 1 1 � 1 � � � � 1 1 1 1 1 1 0 0 0 0 (;aa� uoe�nnapg f 7 Y ��3i4. YM .7'Yi s _ U Q O � � cO� � W w:ao N a � O V ISO r-O N p N 00 LO O V O L1- r O O M q 0 0 0 0 y 0 0 0 0 (Ti���� O O O v� W O sue. fU oOO0000,�,�ONZ,� M O rii O y ^O � pa � . W 1 O M 1 1 1 1 1 1 1 1 1 1 N 1 Frl �+ ' 1 h � W � � ' O N � 1 1 � 0 � 1 � 1 v, 1 � 1 a ' O � 1 W � 1 1 1 1 O (;aa� uoe�nnapg M O M 'dr S ?ay f;• d � ■ •� N 4' OW CID CD I•� •� O Y N� W Q U V � � o w w o N (1aafi U011DA01a a � M 00 in O0m V OCO 00O wo M ONI-00 O LnM •� • 00 00 CO M V O O W O Ln V V CO 00 I� O M Ln O I� r CO Ln V V M M M M M M M 0 0 0 0 0 0 0 0 0 0 0 0 0 M V Ln 0 0 0 O r W O 0 0 0 0 v� W O sue. N N � �y W O rii y ^O ea pa ��illll�� o 1 �1 1 1 1 �1 1 �1 1 1 1 �1 1 1 1 �1 1 �1 1 1 1 �1 1 1 �1 1 1 1 1 �1 1 1 1 1 I 1 1 I1 1 1 1 II 1 1 1 II 1 1 1 1 �1 1 1 �1 1 1 1 �1 1 1 1 �1 1 1 1 �1 1 1 1 �1 1 1 1 �1 1 1 1 �1 1 1 1 �1 1 1 1 �1 1 1 1 �1 1 1 II 1 1 1 1 1 �1 1 1 1 �1 1 1 1 1 1 1 1 �1 1 1 Appendix E. Hydrology Data Table 12. Verification of Bankfull Events 2022 MY5 Annual Monitoring Report (Final) Mud Lick Creek Mitigation Site (DMS Project # 93482) Appendices Table 12. Verification of Bankfull Events Mud Tick Greek Restoration Site (DMS Proiect No. 93482) Date of Data Date of Method Photo (if Collection Occurrence available) December 6, 2018 October 16-17, Observations throughout floodplain and crest gauge indicate 1, 2 2018 a bankfull event after 4.61 inches of rain fell over 48 hours. Observation of wrack in floodplain along North Branch R2 May 8, 2019 February 24, 2019 and crest gauge data from all site crest gauges indicate a 3 bankfull event after 2.27 inches of rain fell over 48 hours. Observation of wrack on Mud Lick Creek R2 floodplain September 18, 2019 July 24, 2019 fences and crest gauge data from all site crest gauges indicate 4 a bankfull event after 3.02 inches of rain fell over 48 hours. Observations of wrack throughout site along all stream May 29, 2020 February 7, 2020 reaches, and crest gauge data from all site crest gauges 5, 6, 7 indicate a bankfull event after approximately 3.59 inches of rain fell over 24-hour period. Observations of wrack throughout site along all stream November 16, 2020 November 12, 2020 reaches, and crest gauge data from all site crest gauges 8,9 indicate a bankfull event after approximately 4.60 inches of rain fell over 48-hour period. Observation of wrack in floodplain along North Branch R2 August 12, 2022 July 9, 2022 and crest gauge data from all site crest gauges indicate a 10 bankfull event after 2.80 inches of rain fell over 48 hours. r Photo-3 2022 MY5 Annual Monitoring Report (Final) Mud Lick Creek Mitigation Site (DMS Project # 93482) Appendices 2022 MY5 Annual Monitoring Report (Final) Appendices Mud Lick Creek Mitigation Site (DMS Project # 93482) a1 it k tom. 't�:i• �k 1!"`. �'� >E} 2022 MY5 Annual Monitoring Report (Final) Appendices Mud Lick Creek Mitigation Site (DMS Project # 93482) Appendix F. 2022 Benthic Macroinverteb rate Sampling Data Results Habitat Forms 2022 MY5 Annual Monitoring Report (Final) Appendices Mud Lick Creek Mitigation Site (DMS Project # 93482) AXIOM, MUD LICK CREEK, CHATHAM CO., NC, BENTHIC MACROINVERTEBRATES COLLECTED 6/9/2022. PAIID NO 55806 55808 55807 STATION MLCR2 2 MLCR3 3 NBR5 5 DATE 6/9/2022 6/9/2022 6/9/2022 SPECIES Tolerance Value Functional Feeding Group ANNELIDA Hirudinea P Rhynchobdellida Glossiphoniidae P Batrachobdella phalera P 1 ARTHROPODA Crustacea Cladocera Chydoridae Alona sp. 2 Amphipoda CG Hyalellidae Hyalella azteca 7.2 CG 1 2 Insecta Ephemeroptera Baefidae CG Callibaetis sp. 9.2 CG 1 Odonata Aeshnidae P 1 Coenagrionidae P 3 Ischnura sp. 9.5 1 1 1 Corduliidae Somatochlora sp. 8.9 P 3 4 Plecoptera Perlidae P Perlesta sp. 2.9 P 4 Hemiptera Corixidae PI 2 1 Palmacorixa sp. 2 Megaloptera Sialidae P Sialis sp. 7 P 5 5 3 Coleoptera Dytiscidae P Neoporus sp. 5 1 Hydrophilidae P Tropisternus sp. 9.3 P 1 1 Diptera Ceratopogonidae P 1 Chironomidae Chronominae 1 Cryptochironomus sp. 6.4 P 1 Einfeldia sp. CG 2 Kiefferulus dux 1 2 Microtendipes pedellus gp. 3.9 CG 1 Polypedilum illinoense gp. 8.7 SH 1 Procladius sp. 8.8 P 1 2 1 TOTAL NO. OF ORGANISMS 18 23 19 TOTAL NO. 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(U .SC 045 cd Xi O 0 'O O •5 ad •Y�333.3�� a� � � •-� N M � � N i�� O Q am, n Appendix G. 2022 Adaptive Management Plan 2022 MY5 Annual Monitoring Report (Final) Appendices Mud Lick Creek Mitigation Site (DMS Project # 93482) ROY COOPER Governor ELIZABETH S. BISER Secretary MARC RECKTENWALD Director DATE: October 25, 2022 TO: IRT Members FROM: DMS, Jeremiah Dow NORTH CAROLINA Environmental Quality MEMORANDUM RE: Mud Lick Creek Project Request for IRT Approval of Adaptive Management Plan for Supplemental Planting Mud Lick Creek is a design -bid -build stream project that was instituted on 2/13/2013. Wildlands Engineering, Inc. prepared the mitigation plan in 2015 and Axiom Environmental, Inc. was contracted to perform project monitoring. In 2021 DMS contracted Michael Baker Engineering, Inc. (Baker) to manage invasive and nuisance vegetation. Baker will also provide the supplemental planting services. The project is currently in monitoring year 5. In MY4, four veg plots — 1, 6, 10, & 11— out of 12 plots did not meet success criteria On 6/4/2021, the IRT and DMS conducted a credit release site visit where areas of low density and/or low vigor were identified. No additional management activities were prescribed at that time and the IRT recommended continued monitoring of problematic areas with an understanding that supplemental planting may be necessary. Baker was contracted to manage fescue in low vigor areas and thin sweet gum on the eastern side of the project to reduce competition with existing planted stems. On August 30, 2022 DMS personnel visited the site to assess the invasive and nuisance vegetation management efforts and low stem density/vigor areas. During that site visit it was determined that supplemental planting would be necessary, and targeted planting areas were mapped with GPS. Due to competition with dense herbaceous vegetation and sweet gum, and evidence of widespread deer browse, it was decided that the site should be supplementally planted with 1 gallon and 3 gallon containerized trees. Proposed planting list is attached, and all listed species are from the approved Mitigation Plan. 2.04 acres are proposed for supplemental planting out of 9.6 total acres planted which accounts for 21% of the total planted area. D E WA-1 North Carolina Department of Environmental Quality I Division of Mitigation Services 217 West Jones Street 1 1652 Mail Service Center I Raleigh, North Carolina 27699-1652 NORTH CAROLINA oepam emmEnmronm�lQuslfty /� 919.707.8976 ROY COOPER Governor ELIZABETH S. BISER Secretary MARC RECKTENWALD Director NORTH CAROLINA Environmental Quality Supplemental planting will include the following: Size Species Quantity 1 Gall. Nyssa sylvatica (Black Gum) 25 1 Gall. Ulmus americana (American Elm) 25 3 Gall. Platanus occidentalis (Sycamore) 50 3 Gall. Populus deltoides (E. Cottonwood) 50 3 Gall. Betula nigra (River Birch) 50 3 Gall. Sambucus canadensis (Elderberry) 50 1 Gall. Cornus amomum (Silky Dogwood) 50 1 Gall. Hamamelis virginiana (Witch Hazel) 50 1 Gall. Diospyros virginiana (Persimmon) 50 3 Gall. Quercus michauxii (Swamp Chestnut Oak) 50 3 Gall. Liriodendron tulipifera (Tulip Poplar) 50 D E WA-1 North Carolina Department of Environmental Quality I Division of Mitigation Services 217 West Jones Street 1 1652 Mail Service Center I Raleigh, North Carolina 27699-1652 NORTH CAROLINA oepam emmEnmronm�lQuslfty /� 919.707.8976 From: Dow, Jeremiah J To: Isenhour. Kimberly T CIV USARMY CESAW (USA) Cc: Tuawell. Todd J CIV USARMY CESAW (US); Haywood. Casey M CIV USARMY CESAW (USA); Davis. Erin B; Wilson, Travis W.; kathryn matthews(�bfws.aov; Allen. Melonie; Bowers, Todd; Crocker, Lindsay; Crumblev, Tyler A CIV USARMY CESAW (USA) Subject: RE: [External] RE: Notice of IRT Adaptive Management Plan Review/ NCDMS Mud Lick Creek Mitigation Site/ Chatham County/ SAW-2014-00736 Date: Tuesday, November 29, 2022 3:54:00 PM Attachments: MudLickCreek IRT Ada otiveManaaementReauestMemo 2022.odf Please see response to comments in red below. Thank you, Jeremiah From: Isenhour, Kimberly T CIV USARMY CESAW (USA) <Kimberly.D.Browning@usace.army.mil> Sent: Tuesday, November 22, 2022 1:27 PM To: Dow, Jeremiah J <jeremiah.dow@ncdenr.gov> Cc: Tugwell, Todd J CIV USARMY CESAW (US)<Todd.J.Tugwell@usace.army.mil>; Haywood, Casey M CIV USARMY CESAW (USA) <Casey.M.Haywood@usace.army.mil>; Davis, Erin B <erin.davis@ncdenr.gov>; Wilson, Travis W. <travis.wilson@ncwildlife.org>; kathryn_matthews@fws.gov; Allen, Melonie <melonie.allen@ncdenr.gov>; Bowers, Todd <bowers.todd@epa.gov>; Crocker, Lindsay <Lindsay.Crocker@ncdenr.gov>; Crumbley, Tyler A CIV USARMY CESAW (USA) <Tyler.A.Crumbley2@usace.army.mil> Subject: [External] RE: Notice of IRT Adaptive Management Plan Review/ NCDMS Mud Lick Creek Mitigation Site/ Chatham County/ SAW-2014-00736 CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam. Good afternoon, The 15-day comment review period for the NCDMS Mud Lick Creek Mitigation Site Adaptive Management Plan (SAW-2014-00736) closed on November 12, 2022. Per Section 332.8(o)(9) of the 2008 Mitigation Rule, this review followed the streamlined review process. NCDMS requested to supplementally plant 2.04 acres of 9.6 total acres or 21% of the planted area this winter at Mud Lick Creek. The MY4 report indicated 4 vegetation plots failed due to herbaceous competition and sweetgum. Additionally, during the 6/4/2021 credit release site visit, the IRT noted several areas of low stem densities and/or low vigor and many plots had evidence of deer browse. All comments received during the review process are below. 1. Erin Davis, DWR: DWR concurs with all of EPA's comments below. Additionally, we request green ash be removed from that supplemental planting list. Please either include an additional species or adjust quantities of other species listed. Green Ash was removed from the supplemental planting list and replaced with Black Gum and American Elm. An updated version of the AMP memo is attached with the new planting list. 2. Todd Bowers, EPA: The need and approach for supplemental planting with mitigation plan approved species is well demonstrated. The only issue I have is coming up with an new monitoring scheme for the Mud Lick Creek site. I recommend an annual monitoring plan that contains a couple more veg plots in the larger of the supplementally planted areas to ensure the additional trees along with those established are progressing toward success; at least to the third year criteria before final closeout. If interim success is not met then additional monitoring (beyond MY7) and possibly another round of planting and additional monitoring may be needed. • Proposed species are approved. • Recommend additional veg plots (2) to monitoring larger areas that received supplemental planting. DMS will monitor random veg transects in the 2 larger supplemental planting areas (large area south of VP4 and the area near VP3). • Monitor new areas/veg plots for 3 years to include MY5, 6, and 7. The site is in MY5 now and will not be planted until the start of MY6 but transects or veg plots in the supplemental planting areas will be monitored in MY6 through project closeout. • Full closeout if performance standards in new veg plots meet third year performance (>320 stems/acre) at MY7. Understood. • If trend is not towards success at MY7, extend monitoring period and do not close out until all areas/veg plots are meeting performance criteria. Understood. 3. Travis Wilson, WRC: WRC requests an additional year of vegetation monitoring. Understood, please see response to USACE below. 4. Kim Isenhour, USACE: a. Was the beaver dam removed, and did it affect the vegetation in plot 10? DIMS has managed beaver with APHIS throughout this project and will continue to do so if beaver are active. Currently the small dam is not affecting VP10. It is not clear that it is an active dam. b. What are the pink lines on the stream bank near veg plot 3? That was included in error. It is the location of a stream problem area that was identified in MY1 and has been shown on the CCPV since as an area to closely monitor. c. Why is the area around plot 10 not being replanted? This is the area with extremely dense Sweet Gum (102 stems in VP10 in MY4) that has since been thinned, but at the time it was nearly impossible to assess an accurate stem density for the area. The latest draft monitoring report for MY5 shows zero (0) Sweet Gum and sufficient planted stems (323/acre) to meet success criteria. The plot has 607 stems/ acre counting Green Ash and Sycamore volunteers. d. Are soil amendments needed? It's difficult to know the source of the low stem density without more information. Soil amendments are not proposed. Herbaceous competition is the primary cause of low stem density. e. It would have been helpful to include the reach names on the map and a soils map. For future submittals, please follow the attached Adaptive Management Plan Guidance. In the future we will closely follow the Adaptive Management Plan Guidance. f. When deer browse has been an issue on past projects, such as Vile Creek, alternative species were proposed that seemed to survive. Was this considered? The initial planting list was very diverse, and although we didn't select species to address deer browse, there are at least 2 species on the current list that are deer resistant (River Birch & Tulip Poplar). g. The Corps concurs that an additional year of vegetation monitoring should occur in MY6, to include two additional plots. Prior to close-out, the Corps requests transect data in several of the replanted areas to assess overall vegetation success. In MY6, we will do veg monitoring in the 2 large areas as described above. In MY7 we propose to monitor 3 areas (areas near VP1, VP2, & VP11) in addition to the 2 veg transects to be monitored in MY6, for a total of 5 transects in MY7. Please reach out with any questions. Have a nice Thanksgiving, Kim Kim Isenhour Mitigation Project Manager, Regulatory Division I U.S. Army Corps of Engineers 1 919.946.5107