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HomeMy WebLinkAbout20150762 Ver 5_Review of R-2915_US 221_DWR_Comments_20211013 Wanucha, Dave From:Wanucha, Dave Sent:Wednesday, October 6, 2021 3:05 PM To:Hining, Kevin J Cc:Patterson, Robert D; Conchilla, Ryan Subject:RE: Review of R-2915_US 221_DWR_Comments Attachments:R-2915C Site 8.JPG; R-2915C_Site 8_Inlet.jpg Kevin, Thanks again for taking the time to run us by the different areas to discuss issues and highlight potential concerns. I agree with all that you stated below. I checked the C-Section plan sheets this morning to locate the last site we visited (pic of plan sheet attached). The concrete inlet was unique. Given the slope and location of the JS it was a good fit and appears to be functional (pic attached). As a reminder, at Site 2 on the E Section, your inspectors are required to make notations in NPDES records regarding EC measure repairs and sediment losses to JSs. If they believe there are losses exceeding a five- gallon bucket, then those losses need to be reported to me and to DEMLR staff at our Winston Salem office. If any losses are observed in a JS, they need to make an attempt to retrieve those losses by hand with shovels, rakes and buckets, doing the least amount of channel damage as possible. They should also walk downstream a ways to determine the extent of the losses and remove them as well. I know in the Mtns with steep slopes, sediments are often long gone following a storm event. So common sense applies when determining what is existing natural sediment vs. those associated with fill from the project. Retrieved sediments should be brought out to upland areas and incorporated back into existing roadway fills. We’ll catch up again later this month or next. Dave W. Division of Water Resources 401 & Buffer Transportation Permitting NCDOT Divisions 9 and 11 NC Department of Environmental Quality 336-403-5655 mobile Dave.Wanucha@ncdenr.gov NC DEQ Winston Salem Regional Office 450 West Hanes Mill Road, Suite 300 Winston Salem, NC 27106 From: Hining, Kevin J <kjhining@ncdot.gov> Sent: Wednesday, October 6, 2021 10:06 AM To: Wanucha, Dave <dave.wanucha@ncdenr.gov> Cc: Patterson, Robert D <robert.patterson@ncdenr.gov>; Conchilla, Ryan <ryan.conchilla@ncdenr.gov> Subject: RE: Review of R-2915_US 221_Ashe Co. Meeting location and time TBD. Hey Dave - Good seeing you yesterday! 1 Robert and Ryan – Nice to meet both of you and let me know if I can ever be of any assistance! Also, let me know if any of you have additional questions or concerns regarding the sites we visited yesterday. I’m going to send an email out to the R-2915E staff and discuss a few items from our visit yesterday. Those will include: 1) making sure the ground cover they put at the bore and jack permit modification site within the wetland at Permit Site 8 doesn’t contain any non-native seed, and see what the tackifier/green paper contains. This area will change a lot over the next couple of weeks, but will eventually be seeded with native seed mix, covered with core fiber, and we will plant silky dogwood and willow live stakes along the creek and within the wetland area. 2) We will continue to monitor the EC measures at permit site 2 – we obviously lost some sediment to the stream at this location, but I’m hoping the work they conducted yesterday morning along the ditch line that feeds that area will help reduce future issues at this site. I plan to visit this area this afternoon, as it has been raining up there most of the morning, so should be a good time to check. 3) Also at Permit site 2, at the pipe inlet, we will place a large flat Class I or a few Class B stones in the bottom of the pool at the pipe inlet to help reduce additional scour and a potential head cut. I’ll make sure the rock(s) does not fill the pool entirely, but just want to cover the bottom to prevent any new scour. We will also fix the erosion issue around the drop inlet/pipe area at the last site we visited yesterday. It looks like most of the issue was from water running down the ditchline. Some older wattles were left around the drop inlet that may be blocking the flow and causing water coming down the ditch line to flow around the box and enter from the other side. However, the hillside between the concrete apron and the drop inlet is also showing some erosion. Not sure if that’s from water jumping out of the concrete apron instead of going into the pipe, or an older issue that formed before we installed the concrete apron and just never was fixed back correctly. Regardless, we will do some work at this site. Dave – I went by the other sites on your list (attached below) and everything appeared to be in good shape, but more than happy to visit next time you are up here. I attached a photo of several of those sites above. Lemly Hill and Stat 182 seemed to be doing well, but will be easier to provide photos of, or visit once the vegetation dies back a bit. Thanks! Kevin Kevin Hining Division 11 Environmental Supervisor North Carolina Department of Transportation 828-386-7202 cell kjhining@ncdot.gov 801 Statesville Rd. PO Box 250 North Wilkesboro, NC 28659 Email correspondence to and from this address is subject to the 2 North Carolina Public Records Law and may be disclosed to third parties. _____________________________________________________________ From: Wanucha, Dave <dave.wanucha@ncdenr.gov> Sent: Tuesday, September 28, 2021 3:46 PM To: Hining, Kevin J <kjhining@ncdot.gov> Subject: RE: Review of R-2915_US 221_Ashe Co. Meeting location and time TBD. Hey Kevin, Some sites I would like to take a look at next week are below:  E-Section – permit modification area Site 8; Site 15, 2 and anything else that may be active or near completion on the E-section given that we want to see those areas below too if possible;  D-Section – Site 6 outlet. We took a look at in 2019 to discuss a rock vane in the outlet or leave as is. Good discussion points to review and see how it looks now;  C Section – Moore and Poling Waste Pits restored; Site 13A there was some discussion on baffles in the culvert as I recall; Site 15 culvert; Lemly Rd area downstream of Permit Site 1,2 where there were sediment issues in the JS and Koi pond in 2017;  B Section – Station 182 wetland area and PSH vs. riprap pad; 57-stone clean-up from a previous inspection;  A Section - Site 16 outlet repairs we discussed in Nov last year. PSH between sites 19 and 20. Thanks. Dave W. Division of Water Resources 401 & Buffer Transportation Permitting NCDOT Divisions 9 and 11 NC Department of Environmental Quality 336-403-5655 mobile Dave.Wanucha@ncdenr.gov NC DEQ Winston Salem Regional Office 450 West Hanes Mill Road, Suite 300 Winston Salem, NC 27106 Email correspondence to and from this sender is subject to the N.C. 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