HomeMy WebLinkAbout20140090 Ver 4_RE External RE U-2579B permit site 23B and 28_tech info_20180316Wanucha, Dave
From: Euliss, Amy
Sent: Friday, March 16, 2018 9:13 AM
To: Lastinger, James C CIV USARMY CESAW (US) (James.C.Lastinger@usace.army.mil); Roden Reynolds, Bryan K
CN (US)
Cc: Wanucha, Dave
Subject: RE: [External] RE: U-2579B permit site 23B and 28_tech info
Th� ponds which ar� adjac�nt to Smith Cr��k ar� part of an activ� fish hatch�ry. H�r�°s a link to th�ir busin�ss w�bsit�. I
thought it might b� us�ful for you to b� awar� of th� constraints prior to our r�vi�w.
https://www.windmillfish.com/history.htm
Amy Euliss
Division 9 Environmental Officer
North Carolina Department of Transportation
336 747 7802 office
aeuliss .ncdot.qov
375 Silas Creek Parkway
Winston Salem, NC 27127-7167
From: Euliss, Amy
Sent: Tuesday, February 27, 2018 12:54 PM
To: Lastinger, James C CIV USARMY CESAW (US) <james.c.lastinger@usace.army.mil>; Wanucha, Dave
<dave.wanucha@ncdenr.gov>
Cc: Roden Reynolds, Bryan K CIV (US) <bryan.roden-reynolds@usace.army.mil>; Archer Sr, Wright <warcher@ncdot.gov>;
Matthews, Monte K CIV USARMY CESAW (US) <monte.k.matthews@usace.army.mil>
Subject: Re: [External] RE: U-2579B permit site 23B and 28
We anticipate it being a process to modify the permit. We will be happy to meet on-site to discuss. We are really
pinched in with the series of ponds, so relocation would be quite difficult. I haven't revisited the CP3 decision, but can
do that before we meet. Revisiting it might be problematic since the project was part of a larger project but not
permitted that way.
Let me know when would be a good time for you to meet us out there.
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From: Lastinger, James C CIV USARMY CESAW (US) <James.C.Lastin�er@usace.army.mil>
Sent: Tuesday, February 27, 2018 12:37:37 PM
To: Euliss, Amy; Wanucha, Dave
Cc: Roden Reynolds, Bryan K CIV (US); Archer Sr, Wright; Matthews, Monte K CIV USARMY CESAW (US)
Subject: [External] RE: U-2579B permit site 23B and 28
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Amy,
I have to admit this is modification would be a pretty big deal, and not something that can be accomplished quickly. Permit
modifications, in particular, are very time consuming and problematic for all concerned parties due to the relatively short
timeframe required for resolution. The CP3 LEDPA decision would need to be reconfirmed, an addendum to the EA would need
to written, and the modification would mostly likely need to go back out on public notice due the large increase in impact amounts
at this specific location. The burden would also be on DOT to demonstrate why these impacts are no longer avoidable as I assume
the retaining walls were proposed and discussed at CP2A as an avoidance and minimization measure and further refined at CP 4A,
4B, and 4C.
I would almost rather see the channel moved back over away from the fill slope and the retaining wall constructed as proposed in
the original IP. I would also like to schedule a time when we can meet out in the field to look at and discuss the issue at this
particular site.
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(a�ncdot.gov]
Sent Monday, February 26, 2018 3:30 PM
To: Lastinger, James C CIV USARMY CESAW (US) <James.C.Lastin er ,usace.army.mil>; Wanucha, Dave
<dave.wanucha(a�ncdenr.gov>
Cc: Roden Reynolds, Bryan K CIV (US) <Bryan.Roden-Re. nolds ,usace.army.mil>; Archer Sr, Wright <warcher(a�ncdot.gov>
Subject: [Non-DoD Source] U-2579B permit site 23B and 28
On the U-2579B project, Smith Creek parallels existing I-40 Business in a steep ravine with unstable banks. On the opposite side
of Smith Creek there are a series of fish hatchery ponds. The permitted plan in the area is install rock plating involving a retaining
wall with soil nails. Since the project was permitted, Smith Creek has migrated closer to the proposed fill slope. The Division is
concerned about the constructability and long term stability of the wall, and the long term impacts to sedimentation into Smith
Creek We permitted for 388' of permanent impacts and 188' of temporary impacts to Smith Creek at site 28 and 135' of
permanent at site 23B. In discussing internally with our Hydraulics Unit and Division Construction, we believe our best option
long term for stability and maintenance of the transportation system would be to culvert the entire reach from the existing culvert
at site 23B until the end of existing site 28. I went back and reviewed the 4B and 4C minutes on the project to see how , and the
team was also concerned about the long term stability at the site.
Before we put a design on paper, we wanted to let you know what we were looking at and get your input. I'm thinking permanent
impacts from the outlet of the existing culvert to the end of site 28 would be approximately 770'. We would propose mitigation
for all new permanent (previously unmitigated) impacts. Please let me know your thoughts and/or concerns as soon as possible so
we can proceed with planning. Thanks.
I've attached a copy of the permitted drawings for this site for your reference.
Amy Euliss
Division 9 Environmental Officer
North Carolina Department of Transportation
336 747 7802 office
aeuliss(a�ncdot.gov <mailto:aeuliss(a�ncdot.gov>
375 Silas Creek Parkway
Winston Salem, NC 27127-7167
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