20220412 Ver 1_More Information Received_20220222

Strickland, Bev
From: Lindsey Hesch <[e-mail]>
Sent: Tuesday, February 22, 2022 11:41 AM
To: Cohn, Colleen M
Subject: [External] 210 Choctaw - Shore Stabilization
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Hi Colleen,
I wanted to show you a picture of what I am trying to do and confirm you think it would need an Individual and how I
might avoid that. The red line is an approximate location of where the bank pops out and I could bring the seawall
straigh to tie into my neighbors seawall. I would estimate at the widest, it would be about 3' of riprap that would need
to go in there to stabilize it adjacent to my neighbor. Can this be considered shoreline stabilization and simply meeting
the less than 150' threshold? or is it considered permanent fill beyond the shoreline? According to my neighbor, long
ago the shoreline did come out that far.
The other option is that we hug the seawall adjacent to the shoreline but my neighbor is concerned because that
actually goes behind the back edge of his retention wall. He wants to make sure there is as much structural integrity
there as possible and we can tie in without any holes remaining. I am trying to figure out a way to do this.
I'll try to give you a ring - I really appreciate your help!! I would really hate to do an Indvidual for this small area but I
want to find a solution that solves the erosion in the long-term. I'm sorry to be a pain!!!
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