20190749 Ver 2_RE_ _External_ RE_ Brown Road pipe replacement Stokes_Monte_20200417

Wanucha, Dave
From:Matthews, Monte K CIV USARMY CESAW (USA)
<[e-mail]>
Sent:Friday, April 17, 2020 12:53 PM
To:Euliss, Amy; Wanucha, Dave
Cc:White, Chuck; Dagenhart, Daniel R
Subject:RE: \[External\] RE: Brown Road pipe replacement Stokes_Monte
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail]

Ok, I think we are all in agreement to: 1) continue work, and 2) expect a reissued
NWP 3 in the near future. Please keep this email chain for your records until the
newly issued permits arrive.

Thanks Dave and Amy!

Monte

From: Euliss, Amy <[e-mail]>
Sent: Friday, April 17, 2020 11:48 AM
To: Wanucha, Dave <[e-mail]>; Matthews, Monte K CIV USARMY CESAW (USA)
<[e-mail]>
Cc: White, Chuck <[e-mail]>; Dagenhart, Daniel R <[e-mail]>
Subject: \[Non-DoD Source\] RE: \[External\] RE: Brown Road pipe replacement Stokes

Yes, it will still qualify as a NW 3. Thanks for being flexible!

From: Wanucha, Dave <[e-mail]>
Sent: Friday, April 17, 2020 11:44 AM
To: Euliss, Amy <[e-mail]>; Matthews, Monte K SAW <[e-mail]>
Cc: White, Chuck <[e-mail]>; Dagenhart, Daniel R <[e-mail]>
Subject: RE: \[External\] RE: Brown Road pipe replacement Stokes

Amy,
We can process while you proceed but want to hear from Monte before a reissue. Will the revised work still
qualify as a NW3 as Nicolle stated?

Dave W.

Division of Water Resources
401 & Buffer Transportation Permitting
NC Department of Envirionmental Quality

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336-776-9703 office
336-403-5655 mobile
[e-mail]

NC DEQ Winston Salem Regional Office
450 West Hanes Mill Road, Suite 300
Winston Salem, NC 27106

Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.

From: Euliss, Amy <[e-mail]>
Sent: Friday, April 17, 2020 10:40 AM
To: Wanucha, Dave <[e-mail]>; Matthews, Monte K SAW <[e-mail]>
Cc: White, Chuck <[e-mail]>; Dagenhart, Daniel R <[e-mail]>
Subject: RE: \[External\] RE: Brown Road pipe replacement Stokes

Dave and Monte,

Once the permit drawings were revised (see attached), the impacts changed. See below for changes. Can you use this
email and the attached plans to modify the 404 and 401 permits? Also, do you have any objections with the work
proceeding while the permits are being modified?

Impact type Permitted Revised
Bank stabilization 25 0
Rip rap in channel and on
banks 64 60
Culvert 7 32
Dewatering 38 19

Monte,

Please review the emails below. Let me know if you need anything that you might not have access to.

From: Euliss, Amy <[e-mail]>
Sent: Friday, March 27, 2020 7:47 AM
To: Wanucha, Dave <[e-mail]>; Braspennickx, Nicholle M CIV USARMY CESAW (US)
<[e-mail]>
Subject: Re: \[External\] RE: Brown Road pipe replacement Stokes

I wanted to say thank you for getting back to us so quickly especially as we are all home bound! Everybody stay safe!

Amy

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From: Euliss, Amy <[e-mail]>
Sent: Friday, March 27, 2020 7:42:56 AM
To: Braspennickx, Nicholle M CIV USARMY CESAW (US) <[e-mail]>; Wanucha, Dave
<[e-mail]>
Cc: White, Chuck <[e-mail]>; Braquet, Stephanie <[e-mail]>
Subject: Re: \[External\] RE: Brown Road pipe replacement Stokes

Thanks Nicholle! We’ll proceed with submitting final plans once they are ready.

Chuck,
You are safe to proceed with fabrication.

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From: Braspennickx, Nicholle M CIV USARMY CESAW (US) <[e-mail]>
Sent: Friday, March 27, 2020 6:16:18 AM
To: Euliss, Amy <[e-mail]>; Wanucha, Dave <[e-mail]>
Cc: White, Chuck <[e-mail]>; Braquet, Stephanie <[e-mail]>
Subject: \[External\] RE: Brown Road pipe replacement Stokes

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attachment to [e-mail]<mailto:[e-mail]>

Hello !

I read the email and re-read it - looked the file up in our data base - received a NWP 14 on July 9, 2019.

As proposed, the replacement of the washed out crossing w/ a 20'6" span x 7'3" rise Aluminum Box Culvert w/ baffles
for low flow, qualifies for a NWP 3.

See attached NWP 3 Conditions:

Page 1 (a) -- towards the bottom of first paragraph - NWP 3 -- includes the replacement of crossings damaged by storm
events (provided the replacement occurs w/in the first 2 years of the event).

Page 1 (b) -- NWP 3 -- covers the removal of accumulated sediments w/in 200' of the crossing... the removal of
accumulated sediments is a reporting activity. The Corps would want plan views and cross sections to demonstrate
what areas would be excavated. Preferably in the dry.. etc.. bmps are expected to minimize turbidity in the creek. We
can discuss more if need be.

Paragraph (c) -- NWP covers all temporary dewatering devices that are necessary to perform the pipe replacement.

Special Conditions related to culvert replacement are on pgs. 29 - 36. W/ the inclusion of baffles - NCDOT has designed
to comply w/ Special condition 3.6.2 (pg. 36).

Sincerely,

Nicholle Braspennickx
Regulatory Project Manager
Cell: 704-774-7551

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-----Original Message-----
From: Euliss, Amy \[mailto:[e-mail]\]
Sent: Thursday, March 26, 2020 8:27 AM
To: Wanucha, Dave <[e-mail]>; Braspennickx, Nicholle M CIV USARMY CESAW (US)
<[e-mail]>
Cc: White, Chuck <[e-mail]>; Braquet, Stephanie <[e-mail]>
Subject: \[Non-DoD Source\] Brown Road pipe replacement Stokes

Dave and Nicholle,

We have written 404 and 401 permits for the replacement of 2 lines of 98"x72" CMPA with 4' in between the pipe (Total
of 192"). We have had the road closed since flooding damages caused a pipe failure on February 6, 2020. Prior to the
failure of the pipe, the plan was to replace with a 2 barrel 8'X7' reinforced concrete box culvert that was going to be let
to contract. However, now our Bridge Maintenance forces are going to handle the replacement. Our Bridge
Maintenance Engineer has found that switching to a 20'-6" span x 7'-3" rise Aluminum Box Culvert will be more
economical and quicker to install. He is in discussions with the pipe company to have the pipe fabricated with one foot
baffles on a single side to maintain a low flow channel inside the pipe. Prior to giving him the ok to proceed with the
cost, I wanted to run it by you and see if you had any objections. Page 5 and 6 of the attached quote are shop drawings
of what the pipe will look like. Also attached is a picture of the flooding that damaged the pipe. The last pdf is a copy of
pipe inspection report which has pictures of what the pipe looked like under normal conditions.

This is a time sensitive matter, so please respond as soon as possible. Thanks so much!

For reference the DWR permit number is 2019-0749 and the USACE Action ID is 2019-01013.

Amy Euliss

NCDOT Division 9 Environmental Officer

375 Silas Creek Parkway

Winston Salem, NC 27127

[phone]

________________________________

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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.
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