20210925 Ver 1_USACE Comments_20210728

Carpenter,Kristi
From:Bailey, David E CIV USARMY CESAW (USA) <[e-mail]>
Sent:Wednesday, July 28, 2021 9:41 AM
To:Conchilla, Ryan
Subject:\[External\] RE: 20210925- Tabernacle Church Rd Bridge Replacement- Guilford County
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Hi Ryan, and thanks for the email. They have requested to use NWP 14.
Yes, the way they want to deal with the old footer is fine with us in this case. It seems to be the standard way NCDOT
handles those situations. Typically this technique results in less disturbance to the bank than removing the footers
entirely. Hope this helps!
-Dave Bailey

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David E. Bailey, PWS
Regulatory Project Manager
US Army Corps of Engineers
CE-SAW-RG-R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
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From: Conchilla, Ryan <[e-mail]>
Sent: Wednesday, July 21, 2021 10:23 AM
To: Bailey, David E CIV USARMY CESAW (USA) <[e-mail]>
Subject: \[Non-DoD Source\] 20210925- Tabernacle Church Rd Bridge Replacement- Guilford County

David,
Good morning. The project above has been submitted for 401/Buffer approval and is in the pre-filing stage.
I wanted to inquire what NWP will be selected and if you would be in agreement with the construction activities listed
on page 4 of the attached permit drawings. “Cut existing steel pile flush with existing (east bank) concrete footer and
retain the concrete footer as is.”

At this time, we do not feel it would be a Water Quality concern if they leave the footers in place.
Let me know what thoughts/comments you have.
Thanks-

1

Ryan Conchilla, PWS
Environmental Specialist II
401 and Buffer Transportation Permitting Branch (DOT Divisions 7+8)

Division of Water Resources, NC Department of Environmental Quality
[e-mail]

2