20200321 Ver 1_Email_20200323

Strickland, Bev
From:
Morgan, Katie <[e-mail]>
Sent:
Monday, March 23, 2020 3:04 PM
To:
Johnson, Alan
Cc:
Janiczak, Catherine M CIV USARMY CESAW (USA)
Subject:
RE: [External] RE: Copart design DWR #19-0321
• External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail]
Does this alternative still include a retaining wall?
Have a Great Day!
Katie L. Morgan, PWS, EP
Project Manager — Professional Wetland Scientist (#3100)
PARTNER ENGINEERING AND SCIENCE, INC.
New Orleans, LA
C:423-838-1845 1 0: 504-777-3956 1 D: 800-419-4923 ext. 3748
From: Johnson, Alan <[e-mail]>
Sent: Monday, March 23, 2020 1:15 PM
To: Morgan, Katie <[e-mail]>
Cc: Janiczak, Catherine M CIV USARMY CESAW (USA) <[e-mail]>
Subject: RE: [External] RE: Copart design DWR #19-0321
Replacing fill dirt with other alternative is not a redesign. However, I have provided one more
alternative. A and B, both do not affect the parking area. This does not affect the parking
area, thus, no redesign required. Please provide an explanation if this is not feasable.
1

From: Morgan, Katie [mailto:[e-mail]]
Sent: Monday, March 23, 2020 2:07 PM
To: Johnson, Alan <[e-mail]>
Cc: Janiczak, Catherine M CIV USARMY CESAW (USA) <[e-mail]>
Subject: [External] RE: Copart design DWR #19-0321
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail]
Hi Alan,
I spoke with Copart, the site has already been redesigned to impact as little of the stream as possible and changing the
design to incorporate a retaining wall is not feasible for this project.
Have a Great Day!
Katie L. Morgan, PWS, EP
Project Manager — Professional Wetland Scientist (#3100)
PARTNER ENGINEERING AND SCIENCE, INC.
New Orleans, LA
C:423-838-1845 1 0: 504-777-3956 1 D: 800-419-4923 ext. 3748
From: Johnson, Alan <[e-mail]>
Sent: Wednesday, March 18, 2020 1:01 PM
To: Morgan, Katie <[e-mail]>
Cc: Janiczak, Catherine M CIV USARMY CESAW (USA) <[e-mail]>
Subject: Copart design DWR #19-0321
Why is it not possible to utilize retaining wall to avoid the channel. This is typical here in the
piedmont. Currently the stream impact is due to fill material and slopes for parking. Walls
should allow a greater buffer around the channel.
Also: Given the height of the slopes there will be a condition to mat the slopes and work them
to completion asap so they can be matted and a monitoring condition could be required for
PEI

the stream below the impact to ensure flow is maintained. If impacted additional mitigation
cost could be required.
Dhi,i— of 11.— 0.csou —
Alan D Johnson — Senior Environmental Specialist
NC Dept. of Environment & Natural Resources (NCDENR)
Division of Water Resources - Water Quality Regional Operations
610 East Center Ave., Suite 301, Mooresville, NC 28115
Phone: [phone] Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.

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