20181474 Ver 2_More Info Requested_20220511

Strickland, Bev
From: Ron Cullipher <[e-mail]>
Sent: Wednesday, May 11, 2022 9:52 AM
To: Bodnar, Gregg
Cc: Connell, Brad; Perry, John M; Richard Collette
Subject: [External] RE: Collete Marina and RV Park
Attachments: PM1827 ADAMS CREEK SET 9-20-09.pdf
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Good morning all, I have attached what I believe to be the previously approved work in the boat basin. Our new request
is changing the slips to smaller slips, and the wave attenuator/fishing pier addition. The impacts to the wetlands on the
south side were previously approved with no detected wetlands at the time on the north end. The basin, as I understand
it, is currently under construction based on the current permit. We haven't identified any impacts in the areas that John
Perry has circled. It has been my guidance from cama staff in the past to just focus on the changes proposed in the
modification and not focus on the previously authorized activities. Please review and advise what you would like me to
do. Thanks ron
Ronald D. Cullipher, P.E.
The Cullipher Group, PA
151a Hwy 24
Morehead City, NC 28557
252-773-0090 ext 1003
From: Bodnar, Gregg <[e-mail]>
Sent: Wednesday, May 4, 2022 10:06 AM
To: Ron Cullipher <[e-mail]>
Cc: Connell, Brad <[e-mail]>
Subject: FW: Collete Marina and RV Park
Morning Ron,
DWR has identified some questions (see above) concerning some Coastal Wetlands that may not be identified on the
workplans. Can you review and respond?
Thanks,
Gregg
Gregg Bodnar
Assistant Major Permits Coordinator
Division of Coastal Management
Department of Environmental Quality
[phone] (NEW OFFICE NUMBER)
[e-mail]
Find a Field Rep (arcgis.com)
1

Email Correspondence to and from this address is hubject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Perry, John M <[e-mail]>
Sent: Wednesday, May 4, 2022 9:58 AM
To: Bodnar, Gregg <[e-mail]>; Liz Hair <[e-mail]>
Subject: RE: Collete Marina and RV Park
Yes! Dang it. Thank you for reminding me.
From: Bodnar, Gregg <[e-mail]>
Sent: Wednesday, May 4, 2022 9:53 AM
To: Perry, John M <[e-mail]>; Liz Hair <[e-mail]>
Subject: RE: Collete Marina and RV Park
Hey John,
Was there an attachment?
Gregg
Gregg Bodnar
Assistant Major Permits Coordinator
Division of Coastal Management
Department of Environmental Quality
[phone] (NEW OFFICE NUMBER)
[e-mail]
Find a Field Rep (arcgis.com)
Email Correspondence to and from this address is hubject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Perry, John M <[e-mail]>
Sent: Wednesday, May 4, 2022 9:43 AM
To: Bodnar, Gregg <[e-mail]>; Liz Hair <[e-mail]>
Subject: Collete Marina and RV Park
Hello Gregg and Liz,
Gregg here are some of my questions that we discussed yesterday. Liz feel free to check them out and address them if
needs be. Also, I am assuming this will have the same action id as the last permit?
Thanks,
John Perry
Environmental Specialist II
Divison of Water Resources
Department of Environmental Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
2

Office: [phone]
Cell: [phone]
3

DEVELOPER:
ADAMS CREEK MARINA LLC
303 ISLAND DRIVE
BEAUFORT, NC 28516
[phone]
ENGINEER:
STROUD ENGINEERING, P.A.
151 A HWY 24
MOREHEAD CITY, NC 28557
[phone]
LLD D. C LLI PHER, P.E.
ADAMS CREEK MARINA
Rlt+�,,*I
•.• �N CARS rrrr
SEAL
13343
,.',.
BEAUFORT, NC
INDEX OF SHEETS:
SHEET 1 — EXISTING CONDITIONS
SHEET 2 — SITE PLAN
SHEET 3 -- DREDGING PLAN
SHEET 4 — DETAILS
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COASTAL MARSH BELOW NHW
404/COASTAL MARSH ABOVE NHW
EXISTING CONCRETE
RIP RAP
EXISTING GRAVEL
DEMOLITION
USACE CHANNEL
- - - - EXISTING DOCK
PROP LINES
--- 2 --- EXISTING CONTOUR
- 2 - PROPOSED CONTOUR
-1.7° EXISTING ELEVATION
AEC AREA OF ENVIRONMENTAL CONCERN
EX EXISTING
EMB EMBEDMENT
MIN MINIMUM
TYP TYPICAL
NTS NOT TO SCALE
NHW NORMAL HIGH WATER
NLW NORMAL LOW WATER
MW MONITORING WELL
R/W RIGHT OF WAY
WELL SUPPLY WELL
PP POWER POLE
GUY GUY WIRE
FO FIBER OPTIC
I 1 I l39 I O
11 II I 1 g000000 o 0 c
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SHEET #1 OF 4 1
PROJECT #: PM1827
DESIGN FILE #: 1827 ADAMS CREEK BOATYARD/CONSTRUCTION PLANS/PM1827MAJOR.DGN
0
NOTES:
1. BOUNDARY SURVEY TAKEN FROM COASTLINE
SURVEYING PA DRAWING DATED 3/24/08
2. IMPERVIOUS AREA SHOWN TAKEN FROM CRISER
TROUTMAN TANNER CONSULTING ENGINEERS DRAWING
DATED 10/8/08
3. HIGH GROUND TOPOGRAPHIC INFORMATION TAKEN FROM
COASTLINE SURVEYING PA DRAWING DATED 3/7/2008
N/F JAMES E. DICKINSON
DB. 769 PG. 136
PIN: 6490.03.30.6464
W01161 111I OV NIsilk[811*0
PROPERTY AREA = 335,083 SF (7.69 AC)
L2
L3
EXISTING IMPERVIOUS
L4
L5
GRAVEL = 143,399 SF
L6
L7
CONCRETE = 3.450 SF
BUILDINGS = 22,720 SF
L9
TOTAL = 169,569 SF
L1l
L12
IMPERVIOUS = 50.61%
L13
L14
L16
TOTAL AREA IN AEC = 127,690 SF
EX IMPERVIOUS IN AEC = 49,772 SF
(38.98%L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
L37
L38
L39
L40
L41
L42
L43
L44
L45
L46
L47
L48
L49
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L51
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13343 ; 4
NHW LINE TABLE
11.20
N26007'16"W
58.16
S64014'17"E
56.79
S77016'46"E
63.52
S77`17'02"E
10.97
S80016'52"E
35.12
S80054'29"E
28.12
S76051'00"E
17.43
S61°35'55"E
25.37
S25°32'33"E
17.45
S12°58'57"W
13.35
S12°55'42"W
7.05
S47°18'17"W
7.60
N80°39'16"W
5.96
S63'10'24"W
11.92
S21058'37"W
12.24
S27°39'48"W
17.48
S76003'39"W
17.60
S21012'41"W
14.51
N84015'31"W
6.00
S69033'21"W
7.71
N81'33'50"W
19.76
N76041'15"W
141.15
N79°50'29"W
21.98
N11°43'52"E
21.42
N33034'27"W
25.53
N09°26'47"E
25.37
N02010'37"E
37.09
NO2°25'12"E
25.26
N44029'18"E
41.65
N18046'34"W
15.71
N39038'35"E
13.79
S11°32'48"W
36.05
S18036'52"E
9.65
N83°10'05"E
14.16
S13001'16"W
26.27
S28°20'11"W
11.61
S17052'29"E
9.00
S37014'16"W
51.28
S07°28'09"W
18.43
S06015'20"W
7.80
S03°33'36"W
20.18
S15056'35"W
35.58
S06'10'00"W
40.75
S03'35'49"W
34.36
S04000'38"W
21.55
S01026'59"W
42.94
S16005'44"E
28.72
S61'02'37"E
21.74
S08000'50"E
16.61
S21006'49"E
6.81
S68024'51"W
11.85
S15040'54"E
REVISIONS:

0
z
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LEGEND
COASTAL MARSH BELOW NHW
Wy y m 404/COASTAL MARSH ABOVE NHW
EXISTING CONCRETE
RIP RAP
EXISTING GRAVEL
PROPOSED CONCRETE
DEMOLITION
AEC LINES
— — — — EXISTING DOCK
PROP LINES
--- 2 --- EXISTING CONTOUR
— 2 — PROPOSED CONTOUR
-1•�° EXISTING ELEVATION
® ELECTRICAL TRANSFORMER
AEC AREA OF ENVIRONMENTAL CONCERN
EX EXISTING
EMB EMBEDMENT
MIN MINIMUM
TYP TYPICAL
NTS NOT TO SCALE
NHW NORMAL HIGH WATER
NLW NORMAL LOW WATER
MW MONITORING WELL
R/W RIGHT OF WAY
WELL SUPPLY WELL
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DB. 1025 PG. 191
W 7
AZr
NOTES:
1. BOUNDARY SURVEY TAKEN FROM COASTLINE
SURVEYING PA DRAWING DATED 3/24/08
2. IMPERVIOUS AREA SHOWN TAKEN FROM CRISER
TROUTMAN TANNER CONSULTING ENGINEERS DRAWING
DATED 10/8/08
3. HIGH GROUND TOPOGRAPHIC INFORMATION TAKEN FROM
COASTLINE SURVEYING PA DRAWING DATED 3/7/2008
SITE PLAN NOTES
PROPERTY AREA = 335,083 SF (7.69 AC)
-0
GRAVEL= 134,250 SF
CONCRETE = 2.249 SF
BUILDINGS = 22.720 SF
-------------------------
TOTAL = 159,219 SF
7 IMPERVIOUS = 47.51
TOTAL AREA IN AEC = 127,690 SF
T KADE D\/I nIIC INI A E r' — An OZn Cr f71 Gn^ I
'Yz: Y.
SEAL ( i
13343 2
•`'y'IQIIY I N I NCI I iY+`,,
NEW NHW LINE TABLE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
I la
11.20
58.16
56.79
63.52
10.97
35.12
28.12
17.43
25.37
17.45
13.35
7.05
7.60
5.96
11.92
1� OA
N26°07'16"W
S64°14'17"E
S77°16'46"E
S77017'02"E
S80°16'52"E
S80°54'29"E
S76°51'00"E
S61035'55"E
S25'32'33"E
S12°58'57"W
S12'55'42"W
S47'18'17"W
N80'39'16"W
S63'10'24"W
S21058'37"W
S27039'48"W
S76003'39"W
S21012'41"W
N84'15'31"W
S69033'21"W
N81'33'50"W
N76'41'15"W
N79'50'29"W
N11043'52"E
N33034'27"W
N09026'47"E
NO2'10'37"E
N02025'12"E
N44°29'18"E
N18°46'34"W
N39038'35"E
S11°32'48"W
S18036'52"E
N83010'05"E
S13°01'16"W
S28020'11"W
S17°52'29"E
S37'14'16"W
S07°28'09"W
S06015'20"W
S03033'36"W
S15'56'35"W
S06010'00"W
S03'35'49"W
SO4'00'38"W
S01026'59"W
S16005'44"E
S61002'37"E
S08'00'50"E
S21'06'49"E
S68024'51"W
S15040'54"E
REVISIONS:
SHEET #2 OF 4
PROJECT #: PM1827
DESIGN FILE #: 1827 ADAMS CREEK BOATYARD/CONSTRUCTION PLANS/PM1827MAJOR.DGN
50 25 0 50 100
Ni
SCALE: 1"= 50'

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-v.0' 4k BU HEAD 1 1 I \ \ I �- \ 1\ \ \
-9.4
m 4 ��1 E7AT SHED y VA
\ ` \\\,f�
m -17.6' I NEW
W / 1� V A\ Y w
m c -13.2• BUITHEAD
-17.0'
c z r I LI44
cl � m r I � � w � •,� �-_ � I N y� -
I -t6.9• m � I / a � i � I
6I -13.2'
.4•
�6 --
-16.5' I -t6.6' LQ5 i
LEGEND I I I -12.4' I I vv i WETLANDS
4b LINE NOTES:
68 I 64I I �� G DEX REDEEDOKE I ' 1 . BOUNDARY SURVEY TAKEN FROM COASTLINE
COASTAL MARSH BELOW NNW I I SURVEYING PA DRAWING DATED 3/24/08
m /I��� _� \I 2. IMPERVIOUS AREA SHOWN TAKEN FROM CRISER REVISIONS:
404/COASTAL MARSH ABOVE NHW I I I -11.9 I L47 I ` I I/ T w �\ I TROUTMAN TANNER CONSULTING ENGINEERS DRAWING
m DATED 10/8/08 No. BY DATE DESCRIPTION
EXISTING CONCRETE I �\�-�`---� II EX! /1404 rn . \ / 1 3. HIGH GROUND TOPOGRAPHIC INFORMATION TAKEN FROM l ONG 9/21109 CAMA REVISIONS
DRE cE I WEr A Ds " \ ) COASTLINE SURVEYING PA DRAWING DATED 3/7/2008
RIP RAP I I I I / I _ _ ARE .��W�T�AND?`
\ SIRE
L \I o / N/ RICHARD A. COLLETTE
-17.6' -16.4' I -11.9' I (�\ I I - ti N / • i/ D�. 111E PG. 17 /
EXISTING GRAVEL -n.a'
PROPOSED CONCRETE
-zl.a• I -1e.7• -16.7' i I I / \ I I ��� / DREDGING PLAN
1/4 DISTANCE LINE404
----........ EXISTING DOCK
PROP
LINES - -20.2' I -17.2• I I _ i / 'I \ it-` ' 1 \\ WI ADAMS CilkIEEK A°lld iL MARINA
t V v
--- 2--- EXISTING CONTOUR
2 - PROPOSED CONTOUR
-1.70 EXISTING ELEVATION "C _16J, I \\ ' _ 51.78 1 �I / ' \\ BEAUFORT TOWNSHIP CARTERET COUNTY NORTH CAROLINA
-23.8' -21.7' RIG _
® ELECTRICAL TRANSFORMER ISO' PURL clPal BRIpG ,- '� t ; i `\ CLIENT: ADAMS CREEK MARINA LLC DESIGNED:
AEC AREA OF ENVIRONMENTAL CONCERN W -195'E 'I / DWG
EX EXISTING
NMNEMBEDMENT I -22.5 ", 344.
TYP TYPICAL I Io'36„ ' i� ADDRESS: 303 ISLAND DR
NTS NOT TO SCALE I -w.3• W • NC DRAWN:
NHW NORMAL NHW NORMAL HIGH
HWWATER I / +++`e` CARD I,'��•'I
MW MONITORLOW ING WELL +' m �'_-,.` / ++ '( +'1��•II��Ih'V / 28516 DWG
r 50 25 0 50 1 00 �•. �� PHONE: [phone] CHECKED:
R/W RIGHT OF WAY ����_ I Q•:
WELL SUPPLY WELL I I zIA �J C O •O�rGJ S)U�••� ,� RDC
I V0111111111111A IZ
I I ml o "' oB \ SCALE: 1 // = 50'
.a SEA� • * ' S� STR®UD ENGINEERING, P.A. APPROVED:
R D C O V E D :
SHEET #3 OF 4 13343 •� 151A HIGHWAY 24
PROJECT # PM1827 HEAD CITY, N.C.28557 DATE:
O •NGINE•• .`tp` (2 2) 7-7479 8/19/09
DESIGN FILE #: 1827 ADAMS CREEK BOATYARD/CONSTRUCTION PLANS/PM1827MAJOR.DGN g SCALE:
ONALD D. CIPHER P.E. 1 "= 50'

1 ❑ FT
WETLANDS
7
BUFFER
- ---------- ----------- - - -- -,------•,•---•----
---------- -- ---- -- ---- -- - f-----------
r�
---------- ----- - --- ----
-:--
-
t
5
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--- - - - - ----- - - - - ------ - - - - ------ - - - - ----- - - - - --
--- •---- •- r-----------------•--Y..
_------]..._...
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1---------- -- ----------le ---------- -----------
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--
0
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2
S 1'I G R Ab E
IF
;
------------------ -------•-------------------
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- -- - -
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r—
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- -
- - - -
-6
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G
-7
- ------------- -r - -- ; -- - - -- -
- -QF - - - - - - -
- - - --
_4
DREDG TO EL ;�
i •
��
--
- 8
-5
0
0
+
-7
m
0
DREDGE SECTION D4—D4
V SCALE: I" = 3' H SCALE: 1" = 30'
5/8"
GALV TIE BACK
8" TIP PILE
DEADMAN
DREDGE SECTI❑N A4-A4
V SCALE:: 1 " = 3' H SCALE: 1 " = 30'
EAIS
6 FT FLO
DOCK
K 111%.1 r1 n
i,;n MY EL. 2-2)
NLW EL. O-C
EXISTING
SHEETPILE
3ULKHEAD SECTION E4—E4
SCALE: 1" = 5'
rule-TTk1rl c-1IrrTPILE
BULKHEAD SECTION H4—H4
SCALE: I" = 5'
NHW EL. 3.1
NLW EL• G -❑
EXISTI"tiG
SHEETPILE
TREAT
TIMBE
SHEET #4 OF 4
PROJECT #: PM1827
DESIGN FILE #: 1827 ADAMS CREEK BOATYARD/CONSTRUCTION PLANS/PM1827MAJOR.DGN
DREDGE T
EL. -J N
0
a
DREDGE SECTION B4-84
V SCALE: 1" = 3' H SCALE: 1" = 30'
6 FT WALKWAY
FOR UNLOADING 6.00
E'
2 5 . ❑ 0
`1
r
SHEETPILE
GALV TIE BACK
CONCRETE
VARIES +2 MSL
BOAT
BOAT
RAMP
TO -9 NLW
.9 V - 9 9' • p o 4
r Q ❑ ❑ • p
4 tl , Q C 4 � Q 9 a r 9 � 4 •
TIP PTI F
n
Y
y
DEADMAN
--8" TIP PILES
MIN 8 FT EMBEDMENT
BOAT
RAMP
SECTION F4—F4
SCALE: 1"
= 5'
2 x 6 DECKING
N.H.W. EL
N.L.W. EL
TYPICAL DOCK SECTION
SCALE: 1" = 5'
llllll ���//%,.11ll�l•ll��''.�/,//e�%%f,�//%�
NO SEWER
DISCHARGE
PUMPOUT
AVAILABLE
TOP OF
FLOATING
DOCK
MARINA SIGNAGE
SCALE.: NOT TD SCALE
PROP��r1
GRAB
NO AL
BOAT RAMP SECTION C4—C4
SCALE: 1" = 20'
CULVERT SECT TN G4—G4
SCALE: 1" = 5`
NOTES:
1. FINAL STRUCTURAL DETAILS OF ALL
MARINE CONSTRUCTION TO BE PROVIDED
BY OTHERS FOLLOWING PERMIT APPROVAL
,• ,� GAR0 Cgs •.,
�.�• Q-t .......••, ...
O ESSlo•.•y ■■
s
a w SF_AL r _
13343
Nr.Iy4S:..- 'q
DETAILS PLAN
REVISIONS:
N� DATE 1 DESCRIPTION
,� 11} �►1 t I f,b pv d it 11.1.�.��
BEAUFORT TnWNSHIP CARTERET COUNTY NORTH CAROLINA
CLIENT: ADAMS CREEK. MARINA LLC DESIGNED:
DWG
IADDRFSS: 303 ISLAND DR DRAWN:
BEAUFORT, NC 28516 DWG
PHONE: [phone] CHECKED:
RDC
STROUD ENGINEERING, P.A. APPROVED:
151A HIGHWAY 24 RDC
MOREHEAID CITY, N.C. 28557 DATE:
rm247-7479 8/1 9/Og
jz� c� I o� SCALE
DNALD D. C LLIPHER I.E. 1 h,= 30