HomeMy WebLinkAbout20140090 Ver 5_U2579B bank stabilization issues_20190201 (2)Wanucha, Dave
From: Euliss, Amy
Sent: Friday, February 1, 2019 7:47 AM
To: Lastinger, James C CIV USARMY CESAW (US); Wanucha, Dave
Cc: Kiser, Marcus K; Puckett, Lester L; Wyrick, Scott D; Nifong, Johnny R
Subject: RE: [External] RE: U2579B bank stabilization issues
Thanks guys. We met on the project yesterday to discuss a plan for the failures along Smith Creek. It will take some
time to get the plans together. I'll be in touch.
Amy Euliss
Division 9 Environmental Officer
North Carolina Department of Transportation
336 747 7802 office
aeuliss@ncdot.gov
375 Silas Creek Parkway
Winston Salem, NC 27127-7167
-----Original Message-----
From: Lastinger, James C CIV USARMY CESAW (US) <James.C.Lastinger@usace.army.mil>
Sent: Friday, February 01, 2019 7:20 AM
To: Euliss, Amy <aeuliss@ncdot.gov>; Wanucha, Dave <dave.wanucha@ncdenr.gov>
Cc: Kiser, Marcus K<mkkiser@ncdot.gov>; Puckett, Lester L<Ipuckett@ncdot.gov>; Wyrick, Scott D
<sdwyrick@ncdot.gov>; Nifong, Johnny R <jnifong@ncdot.gov>
Subject: [External] RE: U2579B bank stabilization issues
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Amy,
I am fine with you moving forward and submitting all repairs as one modification
James Lastinger
Regulatory Project Manager
Raleigh Regulatory Field Office
US Army Corps of Engineers, Wilmington District
ADDRESS: 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587
Tel: (919) 554-4884, x32
Cell: (919) 428-0806
Fax: (919) 562-0421
-----Original Message-----
From: Euliss, Amy [mailto:aeuliss@ncdot.gov]
Sent: Thursday, January 31, 2019 9:08 AM
To: Lastinger, James C CIV USARMY CESAW (US) <James.C.Lastinger@usace.army.mil>; Wanucha, Dave
<dave.wanucha@ncdenr.gov>
Cc: Kiser, Marcus K<mkkiser@ncdot.gov>; Puckett, Lester L<Ipuckett@ncdot.gov>; Wyrick, Scott D
<sdwyrick@ncdot.gov>; Nifong, Johnny R <jnifong@ncdot.gov>
Subject: [Non-DoD Source] U2579B bank stabilization issues
James and Dave,
As you know, its been a very wet fall and winter. We have had multiple large events (100+ year storms) in the area. We
have a few locations where streams are undermining or will undermine our fill slopes and need to be addressed for long
term stability. One area is downstream of the culvert on Smith Creek. There are a few locations along Smith Creek that
we are going to investigate further to determine the appropriate method. The fill in this area hasn't been installed yet,
so we have a little more time to come up with a plan. The other area is permit site 8. Martin Mill Creek has migrated
significantly since the project started and is now undermining the fill slope for the bridge. I have included a plan sheet
that shows the original location of the stream and the new locations, and a couple pictures. In the first picture you can
see the amount of sand that has been deposited forcing the stream to migrate away from it and toward our slope. I
outlined the new channel location. In the second picture, you can see rip rap in the distance (circled in red). This is
where the stream has migrated to and is undermining the fill slope. The plan here would be to install a channel with the
banks lined with rip rap through the sand and connect with the stream on the other side, and fill the old channel.
I would like to know if you are ok with us proceeding with this repair and submitting a permit modification package for
all sites at the same time. Let me know your thoughts.
Amy Euliss
Division 9 Environmental Officer
North Carolina Department of Transportation
336 747 7802 office
aeuliss@ncdot.gov <mailto:aeuliss@ncdot.gov>
375 Silas Creek Parkway
Winston Salem, NC 27127-7167
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