20140090 Ver 5_U2579B bank stabilization issues_20190306 (3)

Wanucha, Dave
From: Lastinger, James C CIV USARMY CESAW (US) <[e-mail]>
Sent: Wednesday, March 6, 2019 4:04 PM
To: Euliss, Amy; Wanucha, Dave
Cc: Kiser, Marcus K; Puckett, Lester L; Wyrick, Scott D; Nifong, Johnny R
Subject: RE: [External] RE: U2579B bank stabilization issues_
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to [e-mail]<mailto:[e-mail]>
Amy,
I have no objections to this
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: [phone], x32
Cell: [phone]
Fax: [phone]
-----Original Message-----
From: Euliss, Amy [mailto:[e-mail]]
Sent: Wednesday, March 06, 2019 12:10 PM
To: Lastinger, James C CIV USARMY CESAW (US) <[e-mail]>; Wanucha, Dave
<[e-mail]>
Cc: Kiser, Marcus K<[e-mail]>; Puckett, Lester L<[e-mail]>; Wyrick, Scott D
<[e-mail]>; Nifong, Johnny R <[e-mail]>
Subject: [Non-DoD Source] RE: [External] RE: U2579B bank stabilization issues
James and Dave,
We have had a failure along Smith Creek that needs to be repaired as soon as possible. The failure has taken out our
basin and has migrated close to the shoulder of Business 40. We are currently developing a long term solution in the
area. However, while that is worked out we need to temporarily stabilize the area. I have attached a few pictures of the
failure and a plan sheet. Note in the first picture the basin wasn't compromised, but in the second and third pictures
taken a week later, it is compromised. The final picture shows the proximity of the failure to the edge of pavement. I
have added a comment to the attached pdf where the failure is located. If you don't object, we would like to armor the
slide (toeing below the ordinary high water mark). All impacts will be accounted for in the permit modification. This is
on sheet 42 of 64 on the permit drawings.
Please let me know if you have any objections. Thanks.
Amy Euliss
Division 9 Environmental Officer

North Carolina Department of Transportation
336 747 7802 office
[e-mail]
375 Silas Creek Parkway
Winston Salem, NC 27127-7167
-----Original Message-----
From: Euliss, Amy
Sent: Friday, February 1, 2019 7:47 AM
To: Lastinger, James C CIV USARMY CESAW (US) <[e-mail]>; Wanucha, Dave
<[e-mail]>
Cc: Kiser, Marcus K<[e-mail]>; Puckett, Lester L<[e-mail]>; Wyrick, Scott D
<[e-mail]>; Nifong, Johnny R <[e-mail]>
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
[e-mail]
375 Silas Creek Parkway
Winston Salem, NC 27127-7167
-----Original Message-----
From: Lastinger, James C CIV USARMY CESAW (US) <[e-mail]>
Sent: Friday, February 01, 2019 7:20 AM
To: Euliss, Amy <[e-mail]>; Wanucha, Dave <[e-mail]>
Cc: Kiser, Marcus K<[e-mail]>; Puckett, Lester L<[e-mail]>; Wyrick, Scott D
<[e-mail]>; Nifong, Johnny R <[e-mail]>
Subject: [External] RE: U2579B bank stabilization issues
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to [e-mail]<mailto:[e-mail]>
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: [phone], x32
Cell: [phone]
Fax: [phone]
-----Original Message-----
From: Euliss, Amy [mailto:[e-mail]]
Sent: Thursday, January 31, 2019 9:08 AM
To: Lastinger, James C CIV USARMY CESAW (US) <[e-mail]>; Wanucha, Dave
<[e-mail]>
Cc: Kiser, Marcus K<[e-mail]>; Puckett, Lester L<[e-mail]>; Wyrick, Scott D
<[e-mail]>; Nifong, Johnny R <[e-mail]>
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
3

[e-mail] <mailto:[e-mail]>
375 Silas Creek Parkway
Winston Salem, NC 27127-7167
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Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third
parties.