20200889 Ver 1_More Info Received_20210323

Strickland, Bev
From: Weychert, Curtis R
Sent: Tuesday, March 23, 2021 1:10 PM
To: Dunn, Maria T.; Mairs, Robb L; Harding, Kimberlee k
Cc: Amico, Patrick J
Subject: Emailing: Revised Ferrell Futch Bulkhead Alignment 3-12-21
Attachments: Revised 3-12-21.pdf
Hello everyone,
This is the most recent update we have on the Ferrell Futch bulkhead project. The alignment has been
changes to reduce the angle that connects the step -out of the adjacent bulkhead to less than 90°, and also
significantly reduce the amount of public trust incorporation/fill. In summary, the bulkhead will extend
waterward a gradual slope of 2' to 5' waterward of the existing alignment with a "45° tie-in to the neighboring
bulkhead. These requests were made by DCM and Debbie provided us with this updated drawing.
Please look over this proposed change and let me know if these changes would remove your concerns or if
you still want to provide comment, feel free to send it in any format you like.
Curt
1

Existing
Bul
P
Town of Wrightsville Beach
L
Proposed Structures
Banks Channel -
17'
Existing 4'
on
.
4'
12'
relocated Step&''
0"...*`7TF�i �'l i
io
Frankie Ferrel & Brent Futch
105 S. Channel Dr.
Frankie Ferrell & Brent Futch
105 S. Channell Dr., Wrightsville Beach
New Hanover County
Drawn By: Debbie Wilson
Revised 12/1/20
Scale : 1"=10'
Sheet 3of4
0
0
L
L
0
P
New Bulkhead Under Constructii
.L y
10'
L
Mark Maynard
107 S. Channel Dr.,