20180925_Email_20150210

Wainwright, David
From: King, Art C
Sent: Tuesday, February 10, 2015 9:22 AM
To: Wainwright, David
Cc: Welch, Tim
Subject: RE: Bridge 416 Randolph County
David,
We will ask MI Engineering to get us those calculations.
Art
From: Wainwright, David
Sent: Monday, February 09, 2015 12:15 PM
To: King, Art C
Subject: RE: Bridge 416 Randolph County
A rt,
What is the area of the buffer that will be impacted?
Thanks,
David
From: King, Art C
Sent: Friday, February 06, 2015 8:58 AM
To: Wainwright, David
Cc: Hair, Sarah E SAW (Sarah.E.Hair(a)usace.army.mil)
Subject: Bridge 416 Randolph County
David,
Attached are the plans for the Bridge 416 project in Randolph County.This is the project that we visited several months
ago where we are going to replace the small bridge on SR-1911 (Ashland Rd.) in Trinity,with a box culvert. We had
determined that replacing the bridge with another bridge was impractical due to the proximity of the neighboring
houses and the location of an adjacent sewer line.The project is in the Randleman Buffer.
As depicted in the plans,we are proposing to shift the alignment of the culvert to the south of the current bridge
alignment,to obtain a better alignment with the stream channel.The new alignment will require excavation inside zone
1 of the buffer areas on all four quadrants of the project, and the placement of permanent armoring.
We will be applying for a NWP#14 from the Corps.
I need a clarification of the current buffer rules, and to confirm that (if)we need to obtain a variance; and if so,which
type.
Thanks,
Art
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