Email from Trowell to DCM 8-28-23_ TJs

From: Steve Trowell
To: Bodnar, Greaa
Cc: Tetterton. Toby (tobin(n rsnet.ora); Spivey. Kelly; May. David; Snider, Hollev; Sullivan. Shelton
Subject: [External] Re: TJs
Date: Friday, August 25, 2023 3:18:30 PM
Attachments: imaae001.Dna
image002.png
Sheets 1-5 June 28 22 submital.Ddf
Sheet 2 and 3 mod March 27 2023 submittal.pdf
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Greg:
Sheets 2 and 3 (Typical Cross Sections) were altered to provide more information requested
by DWR and submitted in March of this year. I attached the sheets from the original submittal
June 2022 and the changes to sheets 2 and 3as part of the March 2023 submittal. You have the
latest plan view on the oversized plat. The large survey plat was changed by me to reflect the
location of the fuel dispenser and pumpout to address concerns raised by Axson Smith Jr. If
you have any further questions please let me know.
Also, DWR 401 letter has a few mistakes, most notably the listed number of slips. They have
it at 15 which is the number of slips on Tract C but does not include the other 8 on Sargent
Canal. Also, I am going to suggest that they list a condition limiting the depth in BHC since it
had to be done to address DWR's concern with flushing BHC. I feel that is necessary and by
not listing it as a condition misrepresents the importance of flushing BHC and how important
and necessary the project change was to address the flushing concern raised by DWR. This
may be important if Smith further challenges issuance of this permit as it relates to the
settlement agreement. I have a call into David May to get that corrected. It will not result in a
DWR project number change but the date of the letter will. As you know this will further
delay issuance of the CAMA/D&F permit. Just wanted to give you a heads up. I appreciate
your thoroughness and work to get the CAMA/D&F permit issued.
Steve Trowell
[phone]
On Fri, Aug 25, 2023 at 2:06 PM Steve Trowell <stevejtrowell cggmail.com> wrote:
Yes, do you have a minute for a call related to the 401 issued yesterday? I am sorry to hear
about Curt and hope he is okay. I have a call into David May as well.
On Fri, Aug 25, 2023 at 2:03 PM Bodnar, Gregg <gregg.bodnar4deq.nc.gov> wrote:
Afternoon Steve,
Curt is out on some medical leave and I am working through the most recent revised
plans. I have the large overview workplan but I have noticed that there are other side view
sheets of the docks, etc. Can you verify which of those are the most recent ones?

Thanks,
Gregg
Gregg Bodnar (he/him/his)
Major Permits Coordinator
Division of Coastal Management
North Carolina Department of Environmental Quality
[phone] (NEW OFFICE NUMBER)
As part of DEQ's phased email update, all Division of Coastal Management emails are
now @ded.nc.gov. Please note my new email address (gregg.bodnar(&deq.nc.gov). Our
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N
TJ Land Development LLC
Town Belhaven Pantego Street
Beaufort County Quad Name: Belhaven
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TJ's Transient Marina
Tract "A" Excavation and Dock "A" Cross Section Typical
NTS — Dimensions Shown
Date: June 18, 2022
Sheet 2
Existine Grade
--------------
Excavated to -6' Below NWL Distance Varies
Proposed Fender Pile Every 8'
6' Wide Dock Final G
Proposed Bulkhead

Proposed Fender Pile Every 8'
al Gra
6' Wide Dock
TJ's Transient Marina
Tract "C" Cross Section Typical
NTS — Dimensions Shown
Date: June 18, 2022
Sheet 3
10' Av. Upland Excavation Legend 12' Av. Excavation Below N

TA Transient Marina
Pier "A" and Dock "B" Cross Section Typical
NTS — Dimensions Shown
Date: June 18, 2022
Sheet 4
I
NWL
i
6'
. 8
I
30"
1
- Battalina Creek Bottom

Us Transient Marina
Retaining Wall and Boardwalk Tract "B" and "C" Cross Section Typical
NTS — Dimensions Shown
Date: June 18, 2022
Sheet 5
Proposed Retaining Wall
Backfill Final Grade
Existing Grade
-
I
36" Min
1
Section14 Wetlands
Upland/Wetland
8'
1
Proposed Boardwalk
Section 404 Wetlands

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. - - - - -

Proposed Fender Pile Every 8'
6' Wide Dock
inal' Gra
5'
20" Tie Back
Proposed Bulkhead
3'
TJ's Transient Marina
Tract "C" Cross Section Typical
NTS — Dimensions Shown
Date: June 18, 2022, modified March 27. 202
Sheet 3
-6'
10' Av. Upland Excavation Legend 12' Av. Excavation Below N