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HomeMy WebLinkAbout20181442 Ver 1_SAW-2018-01883 Draft Mitigation Plan Comments_20210208Strickland, Bev From: Jessop, Jordan E CIV USARMY CESAW (USA) <Jordan.E.Jessop@usace.army.mil> Sent: Monday, February 8, 2021 2:05 PM To: Bradley Breslow Cc: Kim Browning; Tugwell, Todd J CIV USARMY CESAW (US); Davis, Erin B; Haywood, Casey M CIV (USA); kathryn_matthews@fws.gov; Bowers, Todd; Dunn, Maria T.; Wilson, Travis W. Subject: [External] SAW-2018-01883 Dugout Site Draft Mitigation Plan Comments Attachments: SAW-2018-01883 Dugout Stream and Wetland Site Draft Mit Plan Comments.pdf Follow Up Flag: Follow up Flag Status: Flagged 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 Brad, Please find the attached Draft Mitigation Plan IRT comments. You may proceed with developing the final mitigation plan for the Dudley Pond Mitigation Site provided you adequately address all comments/concerns in the enclosed memo. Please ensure that each member of the IRT is provided a copy of the Final Mitigation Plan. In addition, please submit your Nationwide Permit 27 application to this office for review and approval prior to discharging fill material into waters of the United States. Please let me know if you have any questions. Best regards, Jordan Jordan Jessop Wilmington Regulatory Field Office U.S. Army Corps of Engineers 69 Darlington Avenue Wilmington, NC 28403 (910) 251-4810 (direct line) Jordan.E.Jessop@usace.army.mil 1 DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS 69 DARLINGTON AVENUE WILMINGTON, NORTH CAROLINA 28403-1343 February 8, 2021 CESAW-RG/Jessop MEMORANDUM FOR RECORD Action ID: SAW-2018-01883 (RES Dugout Stream and Wetland Mitigation Site Cape Fear 05) SUBJECT: Dugout Mitigation Site Draft Mitigation Plan IRT Comment Memo NC Division of Water Resources Comments (Erin Davis): 1. DWR concurs that this site has the opportunity for substantial functional uplift. DWR appreciates that this project includes a larger drainage area stream, tributa riesto their origin points, floodplain wetland restoration/enhancement and only a single easement break. Within the plan, DWR liked all of the tables, inclusion of NCSAM/NCWAM data, attentionto species diversity and percent caps, all the woody material to be added to the system, and thoroughness of the soil report. 2. Page 11, Section 3.3— Please expand on the future land use discussionto include potential adjacent land use changes. Consultation with local/regional planning documents and/or agencies is encouraged. 3. Page 13, Section 3.5— Please note the presence of beaver onsite. Does the presence of beaver influence the site's functional uplift potential or long-term management approaches/narratives? 4. Page 28, ReachTV1-A (and Wetland WD) — Please include invasive treatment as a listed activity. As mentioned during the December 2, 2020 sitevisit, DWR supports an understory/shrub live whip planting activity with monitoring (not tied to standard performance requirements) for a credit ratio adjustment. 5. Page 30, Sediment Transport Analysis — Should the third sentence reference piedmont or coastal plain? 6. Page 32, Re-establishment—DWR appreciates the installationof baseline groundwater wells. The date should be April 2020, correct? 7. Page 34, Section 6.4.1— With the recognition that red maple, sweetgum and pine are all native, they can be considered temporally undesirable on mitigation sites if overcrowding and outcompeting the planted stem species to limit community diversity. Is there a plan to thin dense areas ofthese species during construction and/or monitoring? 8. Page 36, Soil Restoration— Please include a brief discussion of soil restoration for proposed bench cuts along Reach GC4. 9. Page 40, Section 7 — Please clarify that surface flow and wetla nd hydroperiod a re a nnua I success criteria. 10. Page 41, Section 8 — Please include a discussion of monitoring activities for TV1-C (e.g. photo points, cross section) and TV1-A understory/shrub planting (e.g. species survival tracking). -2- 11. Page 44, Table 15 — Pleases pecifythe hydrope riod for "each" growing season. Also, please add fence inspection to the last row. 12. Page 46, Section 10 — Please clarify when the project will be transferred to UP2S and when their inspection responsibly begins. DWR recommends higher sign posts or PVC extensions be considered along the easement boundary section that abuts row crop if corn will continue to be in rotation. 13. DWR would welcome the inclusion on a Risks and Uncertainties section tot hem itigation plan narrative. For example: What risks areas sociated with restoring a larger drainage area stream in the coastal plain? Given the proximity to Fayetteville and surrounding residential land use, what are the risks associated with future watershed development? Is there a risk of ditching outside of the south easement boundary if the adjacent area continues to be logged? Is the adjacent row crop area leased? If so, is that considered to be at a higher risk of encroachment? Does the presence of beaver increase the riskof the long-term manager dealing with hydrologic trespass? 14. Figure 11— DWR requests the proposed wetland gauge in WG be relocated to west of TV1-B near the proposed swale. DWR questions if the proposed swale will have a drainage effect on the wetland reestablishment and enhancement areas along TV1-B and TV5-B. 15. Figures— For future mitigation plans, DWR would appreciate the inclusion of a LiDAR map. 16. Appendix A — Please confirm the acreage total in the UP2S table. 17. Appendix B —Please include the 2018 IRTsitewalk meeting minutes. 18. Appendix C— Please add a figure showing cross-section locations and clearly denote which sections were used as the project reference sites. 19. Sheet S2 — Will the channel feature located northwest of the of the stream and ditch intersection be filled or connected to project stream? 20. Sheet S3 — Will the channel feature ending at the easement boundary west of the existing stream need to be stabilized? 21. Sheet S6 — As discussed during the December 2, 2020 site visit, DWR supports the replacement of the proposed brush bed with a ford structure in the easement break. Iffeasible, DWR would prefer this area be an internal stream crossing ratherthan external easement break. 22. Sheet D2— Channel Plug — DWR is concerned that a 30-ft minimum plug may not be sufficient. It seems a minimum 50-ft to 100-ft plug is more typical in the coastal plain. Also, based on the soil report findings of primarily permeable material onsite, the impervious select material for the plug core may necessitate an offsite source. 23. Sheet D2— Channel Backfill — DWR recommends that partially -filled ditch/channel areas be designed to seasonallydry. Areas of open waterwithin wetland credit areas without obligate plants present during monitoring may be a concern. 24. Sheet D3— Hay Bale Toe —This treatment is not shown on the plans or included in the legend. If proposed, please identify locations (DWR assumes it would only be proposed on TV1-B and TV5- B). Also, please provide more information about this technique (including photos over time) and situations/places it has been successfully implemented. Also, please provide adaptive management strategiesfor dealing with potential bank instability issues in these proposed treatment areas for this site. Is onsite brush toe material availability a consideration in its use? 25. Sheet D5— Please add a typical detail for the proposed log drop/cross vane shown at Station 52+00 on Sheet S9. -3- U.S. Army Corps of Engineers Comments (Casey Haywood): 1. Section 3.5 Existing Stream Reach Conditions: Please mention the current presence of beaver on site. 2. Section 3.5 Existing Stream Reach Conditions or 3.6 Existing Wetland Conditions: It was noted in later sections that along livestock -adjacent project boundaries fencing would be installed, please clarify in the narrative if and where cattle currently have access to any portion of the stream. 3. Section 6.2 Design Parameters Reach GC3- please provide more detail on the fill of the old channel. Please explain what is meant by "partiallyfilled". In later sections it is mentioned this is being done to provide flood control and habitat diversity. If vernal pools will be created the depth should be between 8-14 inches to ensure they are seasonallydry. 4. Section 6.2 Design Parameters, ReachTVI-B-with this being a mix of offline and inline restoration was the old channel being filled here also or was the offline only being done to address the headcut? If the old channel is being filled, please include in the list of restoration activities 5. Section 6.2 Design Parameters, Reach TV1-C-What methods (if any) will be used to spread flows from TV1-13 to ensure channel formation and encourage a multithread system of TV1-C- is the approach being used here passive restoration? 6. Section 7.1 Add performance standards forthe multithread reach TV1-Cthat will demonstrate evidence of flow pattern and channel formation such as scour, sediment deposition, water staining, formation of bed and bank, ordinary high-water mark etc. 7. Section 8 Monitoring Plan- Please include a fixed photo point on reachTV1-C 8. Appendix A: Acreage on the Unique Place to Save table does not match easement acreage. Please verify. 9. Appreciated the tables in the report, information was useful and added clarification. U.S. Army Corps of Engineers Comments (JordanJessop): 1. Please provide additional justification for the wetland enhancement credit ratios for wetland WA. a. How will you demonstrate enhancement? Can you demonstrate it does not normally flood it its current condition? If necessary, please install gauges to document current baseline data, and gauges post -construction to demonstrate hydrological improvement. b. Please provide a performance standard for this area that demonstrates improved hydrology. 2. Regarding the (mostly) backfilled stream- please provide an estimate of the areas and depths. 3. If necessary, please adjust the planting plan accordingly to reflect the differences in hydrology in the partiallyfilled channel bed sections. 4. Section 7.2.1Wetland Hydrology Criteria- Ifthereis not an ecological justification for the proposed 12% saturation threshold, please revise to 16%. M 5. Please provide additional details on the current state of beaver activity on -site and proposed management. 6. Please provide additional details on the understory invasive species management in the western portion of the site, including any proposed understory planting, as discussed on -site. 7. Given the proximity to a residential neighborhood, and impacts we have seen on others ites, concern exists that there will be future encroachments adjacent to the housing development and we suggest fencing this area, or at the very least place additional easement signs for increased visibility. Digitally signed by Jordan Jessop Date:2021.02.08 13:51:42-05'00'