20190554 Ver 3_CAMA Application_20220418

41")14bi.
ROY COOPER ;,14. 4: ---...ei
Governor o i�
ELIZABETH S.BISER ,.!`
Secretary \,aa ✓
BRAXTON DAVIS NORTH CAROLINA
Director Environmental Quality
April 14, 2022
MEMORANDUM
TO: Cameron Luck
Assistant Major Permits Coordinator, MHC
FROM: Katharine Elks
Field Representative, Wilmingto
THROUGH: Tara MacPherson
District Manager, Wilmingto
DATE: April 14, 2022
SUBJECT: Modification Request for State Permit#82-20
Preservation Point Partners, LLC, Wilmington, New Hanover County
Southern Environmental Group, Inc.,on behalf of Preservation Point Partners,LLC are requesting a minor modification
to State Permit# 82-20. State Permit#82-20 was originally issued to Preservation Point Partners, LLC on July 29,
2020 to construct a 133 unit subdivision,amenity area,boardwalks,a 98-slip community marina on the Northeast Cape
Fear River, and 2 kayak launches along Smith Creek and an unnamed tributary, in Wilmington. State Permit#82-20
is due to expire on December 31, 2023.
The actions proposed include a reduction in size of the floating finger piers from 6' wide to 4' wide, creating an
overall reduction in the square footage of component M-2. Component M-4 and M-5 would also be slightly
reduced in length to accommodate a longer access ramp to achieve a slope that is ADA accessible (see sheet D-
1 and D-2 received on 3/3/2022). Additional changes include shifting and expanding the 15' by 15' gazebo from
its authorized location on the northern landward (mainland)side of the 10'boardwalk. The proposed new location
would be on the southern side of the 10' boardwalk, approximately 53.2' east from the landward terminus. The
structure would be utilized as an emergency fire vehicle storage and expanded to approximately 18' by 14'with a
5' wide slatted deck walkway on three (3) sides. The roofed structure and 5' wide walkway would be positioned
outside of mapped§404 wetland, however an additional boardwalk approximately 23'in length needed to connect
the structure to the 10'wide boardwalk would be elevated over§404 wetland (see sheet SP-02).
The applicant has submifted a check (check No. 10575) in the amount of $100 for the modification request. As
proposed,this office has no objection to the proposed project modification as long as there are no objections from other
the agencies to this proposal. It appears that the project continues to be CONSISTENT with the use standards set
forth in NCAC 07H .0208(b)(5).
By copy of this memo, DCM is requesting that USACE and NC DWR provide any comment that your agency
may have on the proposed project to Cameron Luck of DCM's Morehead City office within 14 days of receipt
of this memo.
cc: Wilmington Files New Hanover County Applicant, Preservation Point Partners, LLC
NC DWR— Holley Snider USACE
DE Q� North Carolina Department of Environmental Quality I Division of Coastal Management
Wilmington Office 1127 Cardinal Drive Extension I Wilmington,North Carolina 28405
NOP Th ChROIINA
et ravlsonomnftl 910.796.7215

Elks, Katharine B
From: Elks, Katharine B
Sent: Monday, April 4, 2022 11:14 AM
To: [e-mail]
Subject: RE: [External] Sunset Reach, Chair Road #17-14
Hi Dana,
After talking with Tara, we feel Sunset Reach should renotify for the proposed pier and stormwater pipe relocation.
I don't think notification is necessary for the changes proposed at Preservation Point.
Thanks,
Katharine Elks
Katharine Elks
Field Representative -Wilmington Regional Office
NC Division of Coastal Management
Department of Environmental Quality
[phone]
127 Cardinal Drive Ext
Wilmington, NC 28405
'1' Dthing m ares.— ...
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: [e-mail]<[e-mail]>
Sent: Monday,April 4, 2022 10:45 AM
To: Elks, Katharine B <[e-mail]>
Subject: RE: [External] Sunset Reach, Chair Road #17-14
CAUTION: External email. Do not click links or open attachments unless you verify.Send all suspicious email as an attachment to
Report Spam.
Thank you, Katharine.
One more thing, I forgot to ask, do we need to notify the APO at Preservation and Sunset, if we are able to go that
route?
5outhem environmental[soup,Inc.
5515 South College Road,Suite l.
Wilmington,NC 281-12
1

Elks, Katharine B
From: [e-mail]
Sent: Thursday, March 3, 2022 10:02 AM
To: Elks, Katharine B
Subject: RE: [External) CAMA Major Permit Question - Preservation Point
Attachments: Pres. Point CAMA Major Mod. Marina Plans Sheets D-1&2,pdf; Pres. Point CAMA Major
Permit EMS Storage Bldg. to DCM Sheet SP-2.pdf
Follow Up Flag: Follow up
Flag Status: Flagged
CAUTION: External email. Do not click links or open attachments unless you verify.Send all suspicious email as an attachment to
Report Spam.
Hi, Katharine.
As discussed, I am emailing you the plan sheets that illustrate the modifications to the marina proper and to the
area where the EMS storage building is to be located.
As you will see, on Sheets D-1 and 2, the finger piers have been reduced to 4' wide, rather than 6', which
reduced the length of Component M-2 by 1000 LF. They also adjusted the length of some of the finger piers.
Overall, these changes reduced the footprint of marina. Additionally, during the construction process, it was
determined that M-4 was too steep to meet ADA requirements, thus M-4 was reduced by 100 LF.
Lastly, on Sheet SP-2, which shows the EMS storage building, which was originally submitted on Sheet A-1,
you will see the EMS building has been relocated, to the south side of B-1A. This was due to the Fire Chief
requesting the building be enlarged, which required relocating the structure, to avoid shading Section 404
wetlands. A 5' wide boardwalk, which is to be at least 3' above the substrate where crossing Section 404
wetlands, provides access to the building, from B-1A. I don't think this should be an issue, since elevated, pile
supported structures, less than 6' wide, are exempt from USACE permitting.
Could these changes be processed through a letter of refinement?
Dana
Dana A.Lutheran
Southern Environmental Group,Inc.
5315 South College Road,Suite E
Wilmington,NC 28412
Office:910.452.27 I I
Mobile:[phone]+1 (preferred)
www.segi.us
From: Elks, Katharine B<[e-mail]>
Sent: Wednesday, October 6, 2021 3:02 PM
1

To: [e-mail]
Subject: RE: (External] CAMA Major Permit Question - Preservation Point
Hi Dana,
Yes. Thank you, this makes it easy to see the changes.When you have the other components of the modification please
email or drop them off and I'll get the process started.
Thanks,
Katharine Elks
Katharine Elks
Field Representative-Wilmington Regional Office
NC Division of Coastal Management
Department of Environmental Quality
[phone]
127 Cardinal Drive Ext
Wilmington, NC 28405
''Nothing Comperes..-
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: [e-mail]<[e-mail]>
Sent: Wednesday,October 6, 2021 2:00 PM
To: Elks, Katharine B<[e-mail]>
Subject: RE: [External] CAMA Major Permit Question - Preservation Point
CAUTION: External email. Do not click links or open attachments unless you verify.Send all suspicious email as an attachment to
Report Spam.
Hi, Katharine.
I had the engineer put the old layout on the plan (see attached). As you will see, Component M has been
reduced to 816 LF. The only other changes are the lengths and locations of the finger piers.
Does that help?
Dana
Dana A.Lutheran
Southern Environmental Group,Inc.
53 15 South College[toad,Suite E
Wilmington,NC 28+12
Office:9 I O.+52.271 I
2

Mobile:[phone]+I (preferred)
www.segi.us
From: Elks, Katharine B<[e-mail]>
Sent:Tuesday,September 28, 2021 7:54 AM
To: [e-mail]
Subject: RE: [External] CAMA Major Permit Question- Preservation Point
I-li Dana,
I would be interested to know which slips changed length. Is there a way to highlight them or did they all change? This
does look like we could process under a minor modification. For the mod. we would need a written request detailing the
proposed changes, neighbor notifications indicating no objection to the changes, a copy of the permit (which I can get if
needed), and a check for$100 to NC DEQ.
Thanks,
Katharine Elks
Katharine Elks
Field Representative -Wilmington Regional Office
NC Division of Coastal Management
Department of Environmental Quality
[phone]
127 Cardinal Drive Ext
Wilmington, NC 28405
- 'Not 1i1lg Cotrapares,
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: [e-mail]<[e-mail]>
Sent: Monday, September 27, 2021 11:42 AM
To: Elks, Katharine B <[e-mail]>
Subject: RE: [External] CAMA Major Permit Question - Preservation Point
CAUTION: External email. Do not click links or open attachments unless you verify.Send all suspicious email as an attachment to
Report Spam.
ARGH± Currently authorized layout attached.
Dana A.Lutheran
Southern Environmental Group,Inc.
5515 South College Road,Suite E.
Wilmington,NC 2.841 2
3

Office:910.452.z7 I I
Mobile:[phone]+1 (preferred)
www.segi.u5
From: [e-mail]<[e-mail]>
Sent: Monday,September 27, 2021 11:41 AM
To: 'Elks, Katharine B' <[e-mail]>
Subject: RE: [External] CAMA Major Permit Question- Preservation Point
Hello, Katharine.
I received the revised marina layout (see attached). The length of the finger piers changed and they increased
the width from 4' to 6'. I believe it meets the conditions of a minor mod, but wanted to check with you first. Do
you mind taking a look at it. I've attached the currently authorized layout, for your convenience.
Also, if a minor mod is applicable, would you refresh my memory on what I need to submit for a complete
application? It's been a while since I've done this.
Thanks a bunch.
Dana A.Lutheran
Southern Environmental Group,Inc.
5315,south College Road,Suite E,
Wilmington,NC 28+12
Office:910.45 2.271 1
Mobile:[phone] (preferred)
www.segi.us
From: Elks, Katharine B <[e-mail]>
Sent:Wednesday, September 8, 2021 4:10 PM
To: [e-mail]
Subject: RE: [External] CAMA Major Permit Question
Hi Dana,
Guidelines that help distinguish what type of modification should be used are in 15A NCAC 7J .0405 ( c attached. These
do not cover all variety of modifications though. Typically, if the proposed changes expand the footprint or number of
slips then it would be a major modification. If the applicant wants to expand the width of the finger piers from 4'to 6'
wide and the extra width could occur within the existing permitted footprint (no expansion)then I think it could be done
as a minor modification.
Hope this helps,
Katharine Elks
Katharine Elks
Field Representative -Wilmington Regional Office
NC Division of Coastal Management
Department of Environmental Quality
[phone]
4

127 Cardinal Drive Ext
Wilmington, NC 28405
r othiing Compares
— .
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: [e-mail]<[e-mail]>
Sent: Wednesday,September 8, 2021 2:10 PM
To: Elks, Katharine B <[e-mail]>
Subject: [External] CAMA Major Permit Question
CAUTION: External email. Do not click links or open attachments unless you verify.Send all suspicious email as an attachment to
Report Spam.
Hi, Katharine.
If I have an active CAMA Major permit for a marina and they are now wanting to increase the width of the
finger piers from 4' to 6', what process would that need to go through (i.e., LOR, minor or major mod). What is
the difference between a minor and major mod, in a nutshell?
Feel free to call.
Dana
Dana A.Lutheran
Southern Environmental Group,Inc.
5515 South College Road,Suite E
Wilmington,NC 2841 2
Office:910.452.271 1
Mobile:[phone]I (preferred)
www.segi.us
5

Date Date Check From Name of Vendor Check Check Permit Rct. #
Received ! Deposited Permit Holder Number amount Number/Comments
4/14/2022 Preservation Point same First Bank 10575 $100.00 minor mod fee,#82-20, 1505 KE rct.
Partners i Castle Hayne Rd,Wilmington 16966
NHCo

y
x'b
*it
X } �
4
# N
6' x 23' CONNECTION TO
MATCH BOARDWALK.,
RAMP SLOPE = 8.3 %
x oo 75
% x
x°� xg9
50' BUA BUFFER
75' AEC SETBACK
b¢H�
6
Xo
i
18 x 14 EMERGENCY
x�� FIRE VEHICLE STORAGE,
AREA. SEE SHEET ARCH-2
FOR DETAILS.,
BLOC. FFE=11'
(2' ABOVE BFE 9')
M1
x �•,
4 %
X
Nn.a9
x
L
SANS SOUCI ISLAND CONTEXT MAP
SCALE: 1"=200'-0"
5' WIDE EXITROUTE
FROM REAR OROF BLOC.`/
WETLAND
x'
hx \x`
�-
EMERGENCY VEHICLE GARAGE PLAN
SCALE: 1"=10'-0"
XV' x•*
1414
X
9f
PARCEL LINE
T
BLDG. SETBACK LINE
UTIL. EASEMENT
FLOOD ZONE / AEFLOOD ZQNE
)
BFE=9' 'SHADES X"
)I`
N
R/W
10.0' ,. =
y
26.0'
ABOVE -GRADE
STANDPIPE
A
1 ECE1V U
MAR 0 3 20z7
~)� WIG-; I, GTON, NC
NOT RELEASED FOR
CONSTRUCTION
ISSUED FOR AGENCY
REVIEW ONLY
Coastal Land Design, PLLC
C+,9&OnWy Iwb aw Aadiremae
Lard 19 rnv+Wnse
M SF5, Leora.P41M9
Pa ba 51M Phoe:911154*333
1W,9npt5DCCSMz Ft 910.95405P1
�.xw�feq.mm
PRESERVATION POINT
Emergency Vehicle Garage -1624 Riverview Terrace
a)
O)
(t5
a)
E
a) rn
U 0)
C C
CD as
a)
E
w
L
PRESERVATION POINT
PARTNERS, LLC.
9827 COGOILL RO, STE 27
KNOXVILLE, TN 37932
i��;•4fM9��#i�'t
390
:;RnF;, 4/26/2021
APPROVED .F6
PROXCt: 665-01
o4o,E6 .1F6
SCALE OS S1109N1
DESIGXED 4"
Ram •
SHEET
SP-02

EDGE OF MARSH
COASTAL & 404
WETLAND MIX
COASTAL WETLAND LINE
M-6 COMPONENT=300 SF
150'(L) X 2'(W) DEBRIS DEFLECTOR/
BREAKWATER (*SEE NOTE)
M`"3 MNpIEN 689
91' DOCK TO
DEFLECTOR
50L ' R NAVIGA IN LIGHT
{�*SE NOTE)
100' BUFFER
The debris deflector/breakwater will be made of three 10 in.
construction grade dredge pipes with composite block spacers in
between. The pipe closest to the surface of the water will be
filled with foam to allow for floatation. The piping will be
anchored by timber pilings and will extend approximately 3.5 ft
below the surface of the water. Timber pilings will be spaced
every 8 ft and will all hove solar powered navigation
lights on the upstream side. A solar powered navigation light will
also be located on the downstream side of the outermost piling
(waterward). In addition, the 4x4 on top of the pipe running the
full length of the structure will be painted with reflective paint.
The structure will be 150 ft in length.
TURNING BASIN
4"X4" BEAM W/
REFLECTIVE PAINT.
10" DREDGE PIPE.
1.0' BETWEEN
PIPES
12"X12" f°
PILINGS
BOTTOM
2.0
0.c.
JHW 11 iW
MLW I MLW
OATING PIER
M-4 COMPONENT=1,010 SF
10 LF X 101 LF
s.0 OOO (-�62-:a.l.6 17.
ST-
58r 6112 fi36 6 6b 1b7 b8t69 76
li
1/4 CHANNEL WIDTH (MARSH
LINE TO MARSH LINE)
COMPONENTS GROSS AREA
(SEE SHEET D-2 FOR DETAIL & PROFILE)
M-1= 680 SF
M-2= 7,700 SF
M-3= 680 SF
M-4=9• SF 960 SF
M-5= 3,300 SF 3210 SF
M-6= 300 SF
M-7= 300 SF
TOTAL— 13,970 SF
13,830 SF
4-L;�d \\\\\\\\\\\ j
a �f+�QAFfPIG T HEM (8.0 LF X
-itaG DOCK
M-i COMPONENT=680 SF
0 LF X 770 LF)
M-1 85 LF)
rn
r
co
0
0
a
91' DOCK TO
DEFLECTOR
SOLAR NAVIGATION LIGHT (*SEE NOTE) —
M-7 COMPONENT 300 SF —
150'(L) X 2'(W) DEBRIS DEFLECTOR/
BREAKWATER (*SEE NOTE)
150
NORTH
0 150
300
100' BUFFER
NAVIGATION CHANNEL
DEBRIS DEFLECTOR DETAIL
SCALE: 1:20
BAR SCALE 1"= 150'
W
DEPTH
Coastal Land Design, PLLC
Civil Engineering 1 Landscape Architecture
Land Planning 1 Construction Management
NCBELS Firm License P-0369
P.O.Box 1172 Phone: [phone]
Wilmington, NC 28402 Fax: [phone]
www.cldeng.com
PRESERVATION POINT
SUBDIVISION
CAMA MAJOR PERMIT PLANS
PRESERVATION POINT PARTNERS LLC
9827 COGDILL RD, STE. 1
KNOXVILLE, TN 37932
RECEIVED
MAR 0 3 2022
DCM WILlMiiNGTON, NC
PROPOSED MARINA PLAN
APPROVED:
JBP
PROJECT
989-01
CHECKED:
SL
SCALE:
AS NOTED
DESIGNED:
RL
RELEASE,
PRELIMINARY
D-1
SHEET 8 OF 12

' 3 ) 644 4. a i i a i 14T 4 4 a 4i a V
* SEE SHEET D-1 FOR TURNING BASIN AND IXED PIER 3,210
a
1. • 1
A !\
a
\
+\�\
% \
M-5 COMPONENT=3386- SF
-� AVIGATION CHA EL LOC ION MENSIO ��� .
S , \\
`Iv ` p \
Va
Y3 a a a 0a 4,WEItA 10.0 LF X 330 LF)
4-1'�6IAN t
J ,
HI T.y
COAT �...�.►s.111P-. c
�nR{�`. �_ _.�� -ram
-
_
COASTAL ' ETLAND LINE �
__'- MARSH LINE
r.
- ...4,.
1� 960
M-4� OMPONENT- ,
-
FLOATING D K MEAN LOW WATER J�')
- lviPONEN-T�$80 S D 0:00
8.0 LF X 85 LF}
�
r�N
oErm=-a
(10 LF
0 96
III FLOATING T-HEAD
M-2 COMPONENT=7,700 SE�,.,FLOATING DOCK
(10 LF X 770 LF) M-1 COMPONENT=680 SF
g = 0 LF X 85 LF)
,
[s 5•+C.,
S
404
'1
y, -
\7'
a
_
— IIIIiIIIIiIINil111ii1N111
0 55
0
56
;ir
�_
;<
& III
k�:
�YY
�_
n 11111f1f1111111I1f1i
f;•8
z.
5
7
�
�:-
•�5F.
4555.
- 8
1 k II
I 1
- .
%'
I
1111I11(I11111
.r
y r
m
r
a
i !
c.
iflilh'i
t-
7.'
i.
I
i•
}
t i
ll 11�111i111(((1�1lI�If
60,61
3'�i'gan�
i:.
-
."
14
�.
. I.
E
1
�3
a�u
14
!�
IN
.S47119J
'`'4[36'm8
Il�lli�111Ni11lIlNilllllllllilll1f11Yill
�..�
65
,s
66
=
•-
68
.�
.'
illl�ll
I III�I19I1Ni
; 3:,
1
�-
Isll[III
I
IRE
III1iIIH
�.
75
�!li it
677
8
lIjil1Illft
'.
-0
�79
7
�
l 1lIIILI11Iii1il
.'��
79
Pi
8081
9.
411111IllII1111A11111II111iifl1111
f'.''
7
82
•1
_�:
8
..
��, �
�_j
I
84:858n
-
_ flE4fliiilliiilliil
c.,.
-
8788
(:,
c
,. -t.
F
I ymitilllilIIllllliiIii8iII
9D-91394
�"
t.
V.
s1
TRi5..
lklii! 1111411111111(411t;
-9
' `i
95967981152
3
_
t r
�-.
)"
R
gum
i
lllil111i1m111II11�
�s6
9]
@
sa
—
=
_
Ei,.
ti
q 3
Is
.
.
1
TIE PILING (TYPICAL) ,
J1,285 LF BETWEEN _—
51 TOTAL PILINGS ,.JMARSl-
LINES
�. 1/4 CHANNEL WIDTH
-
--
(MARSH LINE TO MARSH LINE)
---
FINGER
FINGER SLIPS:
�_ = " M-7
—
150'(L)
COMPONENT=300 SF
X 2'(W) DEBRIS DEFLECTOR/
32 = 32' X 4' FINGER M-6 COMPONENT=300 S; -
13 = 40' X 4' FINGER 150'(L) X 2'(W) DEBRIS
NORTH
$0
BREAKWATER
0
(*SEE NOTE)
160
1 48' x 4' FINGER DEFLECTOR/ PROPOSED BOAT & PIER DETAIL PLAN
DOCK, SLIP,
T
TOTAL=38 FINGERS BREAKWATER (*SEE NOTE)
BOAT SLIP COUNT: SCALE 1"=80'
BAR SCALE
1 "=80'
70 = 32' X 13' SLIP
26 = 40' X 15' SLIPI
_
I
2 = 48' X 18' SLIP -
--I!
�r7r
'...
�Ir�r�
m
�r�'
5
5
TOTAL=98 SLIPS
�.�
_
libms".
-_--
.-�-
.ri
I
."
0
I
In
'
DE_E1XED 4' AR(UMF
C
< 5
�_�
4 ENT PIER
m •a
-
.
-15
98 TOTAL SLIPS 10' WIDE T-HEAD PROPOSED MARINA PROFILE VIEW (B THRU UPLAND)
FLOATING DOCK SCALE 1"=20'
GANGWAY MEAN LOW WATER=0.0
I
hAHiY SIiRFAir.
-�J
„-
�-.
_
0 !� �L. .L .-.
,-.L. .. ,�1....,.a ...l........ .1-..-..-...L.-.�z.Lw"�L.��. ,h��. .....�L �. �..A...��..i.-, .-...
i?-
_
1
I�I�
MIF.7-
j.
_rj —�,i�luila
i.e, i!C i7A ` sli.witi it.
ci ram, aviimmil iX�-0 9i41POp1EPln—ir "s . ri T
PIFRR
ELOATING
-15-10
PROPOSED MARINA PROFILE VIEW (A THRU B)
SCALE 1"=20'
Coastal Land Design, PLLC
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License P-0369
P.O.Box 1172 Phone: [phone]
Wilmington, NC 28402 Fax: [phone]
www.cldeng.com
PRESERVATION POINT
SUBDIVISION
CAMA MAJOR PERMIT PLANS
PRESERVATION POINT PARTNERS LLC
9827 COGDILL RD, STE. 1
KNOXVILLE, TN 37932
RECEIVED
MAR 03?'' f
WILM1NG TON, NC
PROPOSED DOCK, BOAT
SLIP, & PIER DETAIL PLAN
APPROVED:
JBP
PROJECT:
989-01
CHECKED:
SL
SCALE:
AS NOTED
DESIGNED:
RL
RELEASE:
PRELIMINARY
D-2
SHEET 9 OF 12