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HomeMy WebLinkAbout20190868 Ver 1_Approval Letter SAW-2019-00909_20210107Strickland, Bev From: Browning, Kimberly D CIV USARMY CESAW (USA) <Kimberly.D.Browning@usace.army.mil> Sent: Wednesday, January 6, 2021 3:29 PM To: Baumgartner, Tim Cc: Crocker, Lindsay; Dow, Jeremiah J; John Hutton; McLendon, C S CIV USARMY CESAW (USA); Smith, Ronnie D CIV USARMY CESAW (USA); Gibby, Jean B CIV USARMY CESAW (USA); Haywood, Casey M CIV (USA); Tugwell, Todd J CIV USARMY CESAW (US); Davis, Erin B; Merritt, Katie; Wilson, Travis W.; kathryn_matthews@fws.gov; Munzer, Olivia; Bowers, Todd Subject: [External] Approval Letter/ NCDMS Dynamite Creek/ SAW-2019-00909/ Rockingham Co. Attachments: Approval Letter -Dynamite Creek_SAW-2019-00909.pdf, Draft Mit Plan Comment Memo-NCDMS Dynamite Creek_SAW-2019-00909.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. Mr. Baumgartner, Attached is the Draft Dynamite Creek Mitigation Plan approval letter and copies of all comments generated during the project review. Please note that this letter approves the Draft Mitigation Plan provided that the Final Mitigation Plan adequately addresses all comments on the attached memo. Please provide a copy of the Final Mitigation Plan when you submit the Preconstruction Notice for the NWP 27. If no permit is required to construct the project, please submit a copy of the Final Mitigation Plan to our office at least 30 days prior to beginning construction. Also, please ensure that a copy of the Final Mitigation Plan is posted to the NCDMS project documents so that all members of the IRT have access to the Final plan. Please let me know if you have any questions about the process or the attached letter. Very Respectfully, Kim Browning Mitigation Project Manager, Regulatory Division I U.S. Army Corps of Engineers REPLY TO ATTENTION OF: Regulatory Division DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS 69 DARLINGTON AVENUE WILMINGTON. NORTH CAROLINA 28403-1343 January 6, 2021 Re: NCIRT Review and USACE Approval of the NCDMS Dynamite Creek Mitigation Site / Rockingham Co./ SAW-2019-00909/ NCDMS Project # 100125 Mr. Tim Baumgartner North Carolina Division of Mitigation Services 1652 Mail Service Center Raleigh, NC 27699-1652 Dear Mr. Baumgartner: The purpose of this letter is to provide the North Carolina Division of Mitigation Services (NCDMS) with all comments generated by the North Carolina Interagency Review Team (NCIRT) during the 30-day comment period for the Dynamite Creek Draft Mitigation Plan, which closed on November 28, 2020. These comments are attached for your review. Based on our review of these comments, we have determined that no major concerns have been identified with the Draft Mitigation Plan, which is considered approved with this correspondence. However, several minor issues were identified, as described in the attached comment memo, which must be addressed in the Final Mitigation Plan. The Final Mitigation Plan is to be submitted with the Preconstruction Notification (PCN) Application for Nationwide permit approval of the project along with a copy of this letter. Issues identified above must be addressed in the Final Mitigation Plan. All changes made to the Final Mitigation Plan should be summarized in an errata sheet included at the beginning of the document. If it is determined that the project does not require a Department of the Army permit, you must still provide a copy of the Final Mitigation Plan, along with a copy of this letter, to the USACE Mitigation Office at least 30 days in advance of beginning construction of the project. Please note that this approval does not preclude the inclusion of permit conditions in the permit authorization for the project, particularly if issues mentioned above are not satisfactorily addressed. Additionally, this letter provides initial approval for the Mitigation Plan, but this does not guarantee that the project will generate the requested amount of mitigation credit. As you are aware, unforeseen issues may arise during construction or monitoring of the project that may require maintenance or reconstruction that may lead to reduced credit. Thank you for your prompt attention to this matter, and if you have any questions regarding this letter, the mitigation plan review process, or the requirements of the Mitigation Rule, please call me at 919-554-4884, ext 60. Sincerely, BROWN ING.KIMBERL Digitally signed by Y.DANIELLE.1527683 BROWNING.KIMBERLY.DANIELLE. 1527683510 510 Date: 2021.01.06 15:13:04-05'00' Kim Browning Mitigation Project Manager for Ronnie Smith, Deputy Chief USACE Regulatory Division Enclosures Electronic Copies Furnished: NCIRT Distribution List Jeremiah Dow, Lindsay Crocker—NCDMS John Hutton—WEI DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS 69 DARLINGTON AVENUE WILMINGTON, NORTH CAROLINA 28403-1343 REPLY TO ATTENTION OF: CESAW-RG/Browning MEMORANDUM FOR RECORD December 10, 2020 SUBJECT: Dynamite Creek Mitigation Project - NCIRT Comments during 30-day Mitigation Plan Review PURPOSE: The comments listed below were received during 30-day comment period in accordance with Section 332.8(g) of the 2008 Mitigation Rule in response to the Notice of NCDMS Mitigation Plan Review. NCDMS Project Name: Dynamite Creek Mitigation Site, Rockingham County, NC USACE AID#: SAW-2019-00909 NCDMS #: 100125 30-Day Comment Deadline: November 28, 2020 USACE Comments, Kim Browning: 1. Figure 2: Please call -out the area on Dynamite Creek where the relic dam was located as the potential for legacy sediment in this area is a concern. 2. Figure 10: Please include a fixed photo point at the utility crossing and the downstream end of the project culvert. 3. Table 5: Thank you for including this table. This baseline data is helpful when demonstrating functional uplift during monitoring. 4. Page 12, Table 6: The first and last goal are redundant "Protect high quality stream resources and Protect the project site..." 1. Sections 3.5, and 4.0 discuss the reduction of bacterial loading downstream as one of the two main functional uplifts. This is a benefit that is presumed and will not be measured by monitoring. Unless you intend to demonstrate actual uplift in this area, I recommend that this section be reworded. The same is true for the project goal to exclude livestock from streams (Table 6), which state that its expected outcome is that inputs will be reduced; however, there is no proposal to actually measure or demonstrate this to be the case. Please reword these sections. 5. When comparing Tables 3 and 9, it's interesting to note that reaches 3 and 6 scored a High SAM score but are proposed for restoration. I do recall the condition of the channels from the IRT site visit and I don't question the proposed approach, I just wanted to point out that observation. 6. Table 4: It would be helpful to incorporate the NCWAM ratings. 7. Section 6.7: Different target community planting zones should be specified, similar to the different planting zones described on Design Sheet 3, since reach 7 is appropriate for bottomland hardwoods and the majority of the other reaches are in uplands. 8. Section 6.8: Is there potential for utility line maintenance? I recall this area being very steep, and eroded. 9. Section 7.0: 1 don't recall a discussion regarding a wetland rehabilitation ratio of 1.3:1, in fact my notes indicate that the majority of the wetlands would be more appropriate for enhancement. I would agree to a 1.5:1 ratio for the rehabilitation area. Please adjust Table 16. 10. Please confirm the depth of the vernal pool within the CE. 11. Please note that photos and cross -sections along Reach 7 will be looked at closely to ensure that this reach is maintaining a channel. EPA Comments, Todd Bowers: Note: It is understood that site visits may have been made by IRT members and other project managers during the development of site feasibility to provide mitigation credit. In that regard, I feel it is necessary to mention that I have not been on -site during this process and that my comments may reflect a lack of on -site observation and evaluation. The EPA Region 4 Ocean, Wetlands and Stream Protection Branch offers the following site -specific comments as they pertain to the Dynamite Creek Draft Mitigation Plan dated October 2020: 1. Section 3.5/Page 10: Livestock exclusion is mentioned but the method is not well addressed in the document and proposed fencing is not shown in the design sheets. Recommend adding exclusion details (complete livestock removal or fencing or a combination) and updates to the design sheets. 2. Section 6.6.7/Page 22: Recommend expanding the discussion for grading between the conservation easement and the farm road culvert at the terminal end of the project if known. It should be known at this point if grading is needed or not to tie the project into the culvert which will not be removed or replaced. 3. Section 6.6.9/Page 22: Recommend adding the number of consecutive days needed to meet the 12 percent of the growing season success criteria. This comment applies to Tables 17 (Performance Standards) and 18 (Monitoring Plan) as well. 4. Section 6.7.1/Page 23: What are the plant community targets for the stream riparian zone, wetland reestablishment and wetland restoration areas? No reference forest or community type is noted in this section. Discuss the designated Zones (provide a narrative) for planting (Riparian Zone, Wetland Zone, streambank zones) as displayed in planting plan of Sheets 3.0 and 3.1. 5. Table 18/Page 27: Provide a definitive answer to the objective of livestock exclusion if it is to be fencing, removal or a combination of both. 6. Table 19/Page 28: In footnote 5, please reword the vegetation monitoring requirement. The statement should be "in years 4 and 6, vegetation will be only monitored visually" Current wording alludes that vegetation will not be monitored visually in other years. 7. Appendix 1/Figures 7 and 10: Excellent legend color scheme! The only color notably absent is orange, however there is no Enhancement II work, so this is expected. DWR Comments. Erin Davis: 1. Page 9, Section 3.4.3 — DWR appreciates the inclusion of baseline groundwater gage data. 2. Page 11, Section 3.6 — DWR appreciates that the number of crossings is limited, and that the landowner access crossing is proposed as a narrow, bridged internal crossing. 3. Page 20, Section 6.6 — Exclusion of cattle is listed as the first project goal and as such a minimum level of detail regarding how this will be accomplished should be included in the approved mitigation plan. Please include a concept fencing plan showing existing and proposed fencing in the final mitigation plan. Please also show approximate locations of anticipated gates or note that adequate safe site access for regulatory staff will be addressed and shown on the MYO submittal. 4. Page 22, Section 6.6.9 — On Sheet 2.1 the proposed pools are identified as "vernal", which is a habitat feature that seasonally dries. The elevation table lists a cut depth of up to 4 feet. Please confirm that these features will seasonally dry. If not, DWR recommends planting obligate herbaceous plugs and shrubs that can tolerate the designed inundation level. DWR does not support wetland rehabilitation credit for the two pools that are not located within a delineated drained hydric soil/appropriate wetland restoration area. DWR would support the one pool located within an appropriate wetland restoration area if it is vegetated. 5. Page 23, Section 6.7.1 — a. Planting Plan - Please identify and describe target community(s) or reference site community(s) (including location map). DWR would expect that the buffer target community along Reach 1 — 6 would differ from the wetland target community along Reach 7. Also, this section mentions planting only successional species. DWR would like to see a mix of successional native species and appropriate climax species based on the designated target community(s). b. Soil Restoration — Please call out soil restoration of priority II bench cuts. 6. Page 24, Section 6.8 — Related to the frequent, large storm events, have you evaluated the risk of alluvial deposits from the Dan River re -burying hydric soil in wetland credit areas? Currently, wetland restoration credit areas extend to the stream top of bank. Should there be offset? 7. Page 24, Section 7.0 — Regarding the proposed alternate wetland rehabilitation ratio of 1.11, DWR supports the application of the standard wetland rehabilitation ratio of 1.5:1. 8. Page 25, Table 17 — Please clarify that the wetland hydroperiod is an annual standard. 9. Page 27, Table 18 — Please confirm whether veg plots will be monitored annually. 10. Page 29, Section 11 — Please include the NCIRT in the adaptive management planning process. 11. Figure 10 — DWR requires a minimum of one additional groundwater gage within the wetland rehabilitation credit area. Since wetland credit extends from easement boundary to stream bank, DWR requests that a representative number of wells be located close to the easement boundary and stream bank edges, as these are the areas DWR is most concerned about meeting the minimum hydroperiod standard. 12.Appendix 6 — Depending on the area and volume of alluvial deposition to be removed, an adaptive management plan review by the IRT may be warranted. 13. Sheet 3.0 — Overall, DWR appreciates the level detail (multiple planting zones) included on the planting plan. I would just ask to consider one or two more understory/shrub species for the wetland planting zone. 14. Design Sheets — Please show bench/floodplain grading extents, in particular for the priority II areas along Reach 2 and Reach 6 noted in Section 6.6. Also, if channel grading is proposed downstream of the conservation easement as part of this project construction, please show on design sheets and include in the ePCN project impacts table (possibility noted in Section 6.6.7). 15. Details — Please include channel fill and plug details. Has available onsite material been calculated? Will offsite material need to be sourced? DWR shares WRC's concern noted during the site walk, that if the old channel is not fully filled and plugged streamflow may persist along the hillside toe path (upper reaches). Digitally signed by BROWN ING•KIMBERLY• BROWN INGXIMBERLY.DANIELLE. DAN I ELLE.1527683510 1527683510 Date: 2020.12.10 17:13:19-05'00' Kim Browning Mitigation Project Manager Regulatory Division