HomeMy WebLinkAbout20180708 Ver 1_USACE Permit_20200623
Carpenter,Kristi
From:Shaver, Brad E CIV USARMY CESAW (USA) <Brad.E.Shaver@usace.army.mil>
Sent:Tuesday, June 23, 2020 10:03 AM
To:Herndon, T. Mason; Steenhuis, Joanne
Subject:\[External\] RE: Sampson B-4813
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The Corps agrees that the changes described in your email can be handled through this field adjustment. The authorized
project which included NW 13 for bank stabilization appears to be the best solution for this minor change and falls
within the NW limits.
The Corps will file the two sheets in our administrative file and refer to them for future compliance of the project.
Please be reminded that you must still abide by all regional and general conditions within NW 3 and NW 13.
Thank you,
Brad
From: Herndon, T. Mason <tmherndon@ncdot.gov>
Sent: Monday, June 22, 2020 2:55 PM
To: Shaver, Brad E CIV USARMY CESAW (USA) <Brad.E.Shaver@usace.army.mil>; Steenhuis, Joanne
<joanne.steenhuis@ncdenr.gov>
Subject: \[Non-DoD Source\] Sampson B-4813
Please see attached revised Permit Drawing Sheet 4 and WISS for B-4813. These revised sheets address the rip rap slope
protect that we discussed at our field review on 6/10. The RE office provided stationing for the rip rap as 24+80 to
25+40 -L-RT. I went ahead and listed the entire 60 feet as an impacts because based on the scour that has occurred
since the original survey was completed most, if not all, of this bank stabilization will be keyed in below the existing
OHM.
Please let me know if you this is acceptable or if you require any additional information of your files. This was a courtesy
notification for NW 3/13 and corresponding WQC’s. The DWR project number is 20180708 and the USACE Action ID is
SAW-2015-01089.
Thanks!
Mason Herndon
Environmental Program Supervisor
Division 3
NCDOT- Division of Highways
910-341-2036 office
910-604-0050 mobile
tmherndon@ncdot.gov
5501 Barbados Blvd
Castle Hayne, NC 28429
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