Loading...
HomeMy WebLinkAbout20141166 Ver 1 - Roanoke04_Brandon_approaches_postIRTvisit_17Oct2014 - 10/28/2014Strickland, Bev From: Sullivan, Shelton Sent: Monday, November 10, 2014 10:22 AM To: Strickland, Bev Cc: Baker, Virginia; Homewood, Sue Subject: FW: Roanoke 04 minutes and Browns Summit request Attachments: Roanoke04_ Brandon_ approaches _postIRTvisit_170ct2014.pdf, Brandon Bra nch_ Roanoke04_ IRT_ SiteMeetingMinutes _200ct2014_v2.docx « 4 0: Shelton Sullivan 401 & Buffer Permitting Unit NCDENR I Division of Water Resources I Water Quality Permitting Section 1617 Mail Seivice Center, Raleigh, NC 27699 -1617 Phone: (919)807 -6361 Fax: (919)807 -6494 Email: shelton.sullivan @ncdenr.gov Website: http://portal.ncdenr.org/web/wq/sLAT/ws/webscape E -mail correspondence to and from this address may be subject to the North Carolina Public Records Low and may be disclosed to third parties m��„ i�llc�b�� a�oIl��o�Noa ~tl��: a:o�vIl: ~��o�o�mcIl�t b�:V�oa ~a: pia ~fibntIlO�gt1�IlS�:o�m�bIln. From: Baker, Virginia Sent: Monday, November 10, 2014 9:33 AM To: Sullivan, Shelton Subject: FW: Roanoke 04 minutes and Browns Summit request Shelton, bit confusing here as the project in the subject is not the same as the attached. The project in the subject has a already. Brandon is a new bank. From: Baker, Virginia Sent: Monday, November 10, 2014 8:39 AM To: Sullivan, Shelton Subject: FW: Roanoke 04 minutes and Browns Summit request Hi Shelton, Did you get a chance to put a DWR # on this one in Bims? Thanks, Ginny From: Baker, Virginia Sent: Tuesday, October 28, 2014 1:57 PM To: Sullivan, Shelton Subject: FW: Roanoke 04 minutes and Browns Summit request Hi Shelton, Here is the soft copy of a new EEP project. Site map and field notes from a preliminary visit that Sue was on. A follow up visit is scheduled next week. Sue said she did not know of a project number being assigned and I did not see it in the mitigation database. sm From: Homewood, Sue Sent: Monday, October 27, 2014 7:07 PM To: Baker, Virginia Subject: FW: Roanoke 04 minutes and Browns Summit request Please note my new contact phone number Sue Homewood NC DENR Winston -Salem Regional Office Division of Water Resources — Water Quality Programs Voice: (336) 813 -1863 E -mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Roessler, Chris [ mai Ito: Croessler(a)mbakerintl.com] Sent: Monday, October 20, 2014 4:07 PM To: todd.tuawell(a)usace.army.mil; Bailey, David E SAW ( David. E.Bailey2(a)usace.army.mil); Homewood, Sue Cc: Vanstell, Kayne; Hunt, Scott Subject: Roanoke 04 minutes and Browns Summit request Hi Todd, David, and Sue -> Thank you very much for taking the time to meet us in Caswell County and consider the Brandon Branch site. It's a tricky one given the issues involved and we really appreciate your input on how to approach each reach. I tried to document our discussions in the attached minutes. Feel free to make corrections if you remember anything differently. Second item of business, would you please let me know your availability for a brief return meeting to Browns Summit to look at the segment we brought up on Friday? I looked back at the minutes from the first meeting with the IRT (everyone but Todd) and we were set to do restoration there with no comment to the contrary from the IRT. I'm happy to provide those minutes. Regardless, we really think it is a good area to do Priority I Restoration to reconnect the stream channel with a wide and active floodplain. Secondly, from a channel evolution perspective, we believe the channel is headed for a widening stage and may not be done with degradation. There are no active headcuts in this segment but there is also no grade control and we will be reducing sediment supply. The existing bank height ratios are around 1.8 to 1.9. At any rate, we appreciate your willingness to take another look. We will definitely not make a habit of it. Thanks again, Chris Chris Roessler I Technical Manager I Michael Baker Engineering, Inc., a unit of Michael Baker International 8000 Regency Parkway, Suite 600 1 Cary, NC 27518 1 [O] 919 - 481 -5737 1 [M] 919 - 624 -0905 croessler @mbakerintl.com I www.mbakerintl.com 1 N TER N A T1'0NAL 3 INTERNATIONAL Meeting Minutes BRANDON BRANCH RESTORATION PROJECT Date Prepared: October 20, 2014 Meeting Date, Time, Location: October 17, 2014, 10:00 pm On -site (Caswell County, NC) Attendees: USACE —Todd Tugwell, David Bailey NCDWR — Sue Homewood Baker —Scott Hunt, Kayne VanStell, Chris Roessler Subject: Pre- prospectus mitigation banking meeting w/ NCIRT Recorded By: Chris Roessler An on -site meeting was held on October 17th, 2014 at 10:00 AM to discuss the Brandon Branch Restoration (potential mitigation bank) Project in Caswell County, NC. The purposes of this meeting were to: 1. Familiarize the NCIRT with the stream restoration project and discuss general approaches for the proposed mitigation plan; 2. Receive and discuss input on mitigation approaches and credit ratios for each project reach and section; 3. Identify and discuss potential concerns /issues based on field observations. After introductions, Chris Roessler provided background approaches for the project. Baker had proposed this site as a full delivery project in 2013. It was the only site submitted in the Roanoke 04. NCEEP decided not to pursue the project because they thought the upper reaches did not warrant restoration and Baker did not provide an option where they could be switched to enhancement and still meet the request in the provided easement areas. Baker proposes a watershed -based approach to include all of the intermittent and perennial reaches on the property, as well as natural drainages that may be considered non - jurisdictional. A combination of water quality BMPs, enhancement, and restoration approaches are proposed to provide functional uplift. The site visit began at the upper end of the site on Reaches R2 and proceeded downstream to Country Line Creek before returning via Reaches R3 and R6. Nearly all of the project stream reaches (Reaches R1, R2, R3, and R6) were observed and discussed. Reaches R4 and R5 were similar to Reaches R2 and R6, so they were not included in the interest of time. Observations and conclusions for each reach and area are noted below. A potential wetland mitigation area to the east of lower Brandon Branch was also considered during the site visit. The NCIRT and Baker agreed that this was not a feasible wetland area for thee reasons. The topography is not conducive to turning Brandon Branch into this relic floodplain terrace and the soils did not appear to be hydric. Finally, there is limited evidence that the stream channel once flowed through this area. Note: a map including the proposed approaches following this visit is included with this memo. Reach R2 The group walked along Reach R2 below the house and observed several headcuts and channel incision. Below this area is a flat segment where David Bailey considered the channel likely to be non - jurisdictional. The site is such that headcuts have formed deep, incised channels near the headwaters, but where headcuts have not migrated, the drainage areas are small enough that there is limited channel definition. After some discussion, Baker and the NCIRT agreed that the non - jurisdictional segment might be used as a water quality BMP to capture sediment delivered from the upstream, incised segment. The upstream incised segment might be included in the project by stabilizing the headcuts and grading banks where feasible. It may also be possible to create tiered water quality cells in the upper reach. Trees should be protected unless they are at imminent risk. Below the non - jurisdictional segment is another area of deeply incised channel followed by a second segment lacking defined bed /bank features. This area may be treated similarly as above, with a water quality BMP in the non - jurisdictional area and stabilization measures in the incised segment. Below the second stable section the channel is extremely incised and narrow with widening expected to be next in the channel's evolution. The NCIRT agreed that restoration was permissible, but cautioned that intermittent flow should be documented so that the channel did not become non - jurisdictional if the bed is raised. Baker may conduct flow monitoring this winter to assess the existing hydrology to see if it meets the criterion of 30 days of consecutive flow. The credit ratio for developing Reach R2 was not agreed upon. Instead, it will be up to Baker to provide performance standards or measures tied to functional uplift in the mitigation plan which will help to determine the credit ratio. Generally, the valley length of the BMP at a 2.5:1 or 1.5:1 credit ratio was discussed as potential mitigation compensation. Livestock will be excluded and the buffer will be planted on this reach and all others. Reach R1 At the confluence of Reach R2 and R3, the group briefly looked upstream (along Reach R3) before proceeding downstream along Reach R1. The channel in this area, both upstream and downstream from the confluence, is incised but appears to have reached bedrock in most places except where sediment plugs have formed. The sediment plugs are typically being held back at headcuts, which are currently stationary because of woody debris or tree roots. The headcuts generally drop two (2) feet in a short distance (e.g., less than five horizontal feet). Much of the streambank in this segment has mature trees with little to no buffer width. Todd Tugwell thought that this section did not warrant restoration because the existing condition has a relatively high functional level due to adequate bedform diversity and generally stable side slopes. He suspected that the benthic rating would be fairly high. Chris Roessler agreed with this on sections that were not covered by the sediment plugs; however imbedded areas covered by sediment plugs would probably have impaired benthic ratings. The conceptual approach for this segment that was agreed upon by the NCIRT and Baker was to do spot fixes on the streambanks where mature vegetation would not have to be sacrificed, as well as installing grade control below the sediment plugs to prevent the head cuts from progressing and releasing the plugs. A credit ratio on the order of Enhancement Level 1 (2:1 or 1.5:1) was generally discussed for this reach; justification through functional uplift and level of effort should be provided to determine the final credit ratio. Further down Reach R1, where the valley begins to widen, the channel incision becomes more pronounced. Here, Todd thought that raising the channel bed from six feet deep to something closer to the existing floodplain was warranted. If this is feasible, restoration credit would be warranted. If sediment is harvested from upstream enhancement activities as well as the base of the surrounding floodplain and hillslopes, it is likely that raising the channel will be feasible. If not, a similar enhancement approach may be continued from above. Livestock will be excluded and the buffer will be planted. Reach R3 As discussed above, the lower segment of Reach R3 will be targeted for enhancement activities. Above confluence with Reach R4, a segment of restoration is feasible provided the jurisdictional status is maintained. Restoration may extend from the confluence with Reach R4 upstream to several headcuts, which are in the vicinity of the confluence of Reaches R5 and R6. Reach R4 The group didn't walk Reach R4, but conditions are similar to upper Reach R2 in that the drainage area is small, though headcuts have migrated through the reach and it is moderately to severely incised. Baker proposed to treat this area as a water quality BMP, where the headcuts will be stabilized and wetland cells will be created along the channel path. This may be accomplished by leaving the channel at its current elevation and installing grade control features or weirs to slow runoff and trap sediment. Reach R5 The group also did not walk this reach which emanates below the existing farm pond. An Enhancement Level II approach is proposed where grade control, planting, and livestock exclusion are the recommended measures. A 2.5:1 credit ratio is suggested, but should be supported by functional uplift and level of effort. Baker believes this channel would be considered jurisdictional. If not, a water quality BMP approach would be applicable, as with upper Reach R2, and Reaches R4 and R6. Reach R6 The group walked this reach and David Bailey considered it likely to be non - jurisdictional based on weak channel definition at the downstream end. The wider floodplain and less- pronounced incision on this reach suggest that it would be well- suited for a water quality BMP type of approach that incorporates weirs for sediment trapping and runoff detention. Headcut and bank stabilization would also be incorporated in this approach. Todd Tugwell suggested that the buffer should extend to the lesser of the toe of the valley slope or 100 feet. Also, hydrology should be measured, but not for performance standards. Vegetation monitoring should be conducted. Credit may be awarded by valley length at an approximately 2.5:1 to 1.5:1 ratio. Action Items and Next Steps • Project Schedule — Baker will meet with NCEEP to see what their intention is for meeting credit needs in the Roanoke 04 basin and how Brandon Branch may meet those needs. It appears that the project may be able to meet all of NCEEP's stream needs, but that leaves unmet wetland needs. • If NCEEP appears to be willing to contract the credits generated from Brandon Branch, Baker will proceed with developing a mitigation prospectus. • USACE would require Jurisdictional (JD) stream /wetland calls for the project. Baker will coordinate with David Bailey for on -site JD verification prior to MBI submittal. • Signage will be needed on all conservation easement areas. This represents Baker's interpretation of the meeting discussions. If you should find any information contained in these meeting notes to be in error and /or incomplete based on individual comments or conversations, please notify me with corrections /additions as soon as possible. Sincerely, Chris Roessler, Project Manager Michael Baker Engineering, Inc. 8000 Regency Parkway, Suite 600 Cary, NC 27518 Phone: 919.481.5737 Email: croessler @mbakercorp.com !"� 9 y �+ Reach R2 r A. Reach R5 4� ,. Reach R4 ftR3 Draft Conservation Easement - Streams Approach Level I Enhancement ------ Level 11 Enhancement » Restoration WQ BMP Reach R1 N 0 125 250 IV Brandon Branch 500 Feet Restoration Site 0 Roanoke 04