20060137 Ver 2_More Info Received_20101217

Strickland, Bev C)lnr o13.1 02-
From: Dennison, Laurie
Sent: Friday, December 17, 2010 3:36 PM
To: Strickland, Bev
Subject: FW: Updated Work Plan Drawing
Attachments: CAROLINA MARINA UPDATED WORK PLAN DRAWING.pdf; CAROLINA MARINA MAJOR
CAMA PERMIT.pdf; CAROLINA MARINA UPDATED WPD.pdf
From: Mcmillan, Ian
Sent: Friday, December 17, 2010 3:23 PM
To: Dennison, Laurie
Subject: FW: Updated Work Plan Drawing
Please add to file. Thanks, Ian
lan ;j. McMillan, PWS, LISP
NCDENR/Division of Water Quality
Acting Supervisor - 401/Wetlands Permitting and Oversight Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Office: [phone]
Fax: [phone]
Email: [e-mail]
E-mail correspondence to and from this address may be subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Karoly, Cyndi
Sent: Friday, December 17, 2010 3:21 PM
To: Mcmillan, Ian
Subject: FW: Updated Work Plan Drawing
From: Beveridge, Robin
Sent: Friday, December 17, 2010 2:02 PM
To: timothyw6latt.net; Istasavich(b)lm- roup.net
Cc: Spencer, Thekla; Snider, Holley; Timpy, David L SAW; Benoy, Debra; Deaton, Anne; Hardy, Jeanne; ONeal, Jessi E;
Fowler, Patti; Karoly, Cyndi; Coburn, Chad; Ellwood, Molly M.
Subject: Updated Work Plan Drawing
Please note the updated work plan drawing dated received 10/25/2010. This drawing was accidently left out of my
original email.
Thanks for catching that Jessi.
z
0 WELL
JB11NVH:670 65 J86.5
STORMWATER INFILTRATION TRENCH
LF OF 15" PERFORATED PLASTIC PIPE
PAVING DI 4
INV. 0.
UL
J8 4
35' INV. 6.5 IRON a
UCTILE i1 , S V 1
FD P 8.0
O
RCF V. IN 0.0
MIDN J V. 6.5 EX, X94, OT. -2.4
GARAGE
TO REMAIN R PUMP STATION
SINGLE 700 GPM PUMP
5' DIAMETER WETWELL
REPAIR AREA
DRAINAGE AREA
2.87 ACRES
(TOTAL SITE AREA)
PRELIMINARY
REFERENCE FOR CAMA PERMIT ONLY,
NOT FOR CONSTRUCTION
1
PAVING
r DI3
I INV. 0.0
STORMWATER DETENTION
617 LF OF 48' RCP
0 0% GRADE
I I I 120 IT FARKI
INSTALL NEW PRIVATE
WELL SYSTEM
MAINTAIN MIN. 100'
CLEARANCE TO INFILTRATION
SYSTEM 0
S 86" 20' E 462.07'
20' BUFF /R(TYP)
TUCKER-BURNETT H/0 ASSOCIATION

7329 COASTAL AVE. SILT FENCE
WILMINGTON NC 28403

2 IN. SS FM i OFFICE 2500 GAL.'-'!I
PUMP TAN 4i
vil
GAL.
O
w

4
- 8.5 _
TANK
TIC
45 SP. FOR
CLUBHOUSE -
I SP/ IOOSF ' W YACHT CLUB °r
CLUBHOUSE °a

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--

- r
I _
_
_ _
-
-- '
?
t NDSCAPE/ ?? ACE 1Si(R1
ON PLNG
fll)El AREA

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I 1
EXISTING RAM

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1
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PA ES 1
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50'1 VEG.
0?
RFLOW FILTER COASTAL MARSH
q
E
o TO AT5 5 1 SS

CECIL AND VIOLET WARD
341 WILLOW WOODS DRIVE
WILMINGTON, NC 28409
3'!
O'
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I
93.75'
O
RECEIVED
JEl i
MoteteadCity DCM
R RIAN

ORIGINAL DRAWING AND SURVEY BY:
STROUD ENGINEERING, P.A.
102-D CINEMA DRIVE
WILMINGTON, NC 28403
[phone]
EX. CM
n

0 25 50 100
Project: Date Rwaian Dale:
Carolina Marina and Yacht Club 1/12110 NA
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,
(
(1
\/
1
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L,
Jx
lel? Applicant: Scale: - ooNumeer:
.
LANDhL?NA1Ge.NENTGROUP.:ac Tim Ward s^=so' oz-az-zse
Environmentaf Consultants
Post Office Box 2522 Title: Drawn By. Sheet Nm Dec
Wilmington, North Carolina 29402 Currently Permitted Conditions I GSFILES 3 of 11
Docking and dry stack launch facility design have been
modified. Therefore, these components as shown on this
drawing are hereby considered void. See attached sheet
dated received 10/25/10 for approved clocking and dry stack
launch facility design. - DCM 12/13/10
SILVER AVE.
P
:ax
2C OAK
24
f0 a n
e
2C 0A
2C,OAf
I I ( • Jr
ASPHALT DRIVE ISLE
TUCKER-BURNETT H/0 ASSOCIATION
(adj to north)
7329 COASTAL AVE.
WILMINGTON NC 28409
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OFFIC /
CLUBHOUSE

40' HIGH
DRY STACK ?-
STORAGE BUILDING
200 BOATS /

1
91
18
gm
t' .4
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- 3
oP
t`k`r I I L t"r,l, -------AO-----774Z
UOPUEVEGETAT30OPADUEVEGETATNEBUFFER 30. 100 i
se
Legend
Pervious Pavement
30' Buffer
75' AEC
Existing Bulkhead
Proposed Bulkhead
31'W
NOTE: DEPTHS WATERWARD OF BULKHEAD ARE RELATIVE TO MLW (updated in 2009 by Stroud Engineering)
UPLAND ELEVATIONS ARE RELATIVE TO MSL, MHW=1.45' MSL (conversion provided by Stroud Engineering)
PRELIMINARY
REFERENCE FOR CAMA PERMIT ONLY, NOT FOR CONSTRUCTION
.W

Fire Access Lane J
and Pedestrian Walkway
(per County)

1
I
I 1
I I
I I
I 1
]2- 3i
514.m ?
N
ex. BULKHEA
NHW?
I
I
CONCRETE DRIVE I
,wa>FNYIAIICWAY .c
U -ex NHWon ramp
placement Bulkhead
here to southern PA. ex
New Bulkhead
here to ex. bulkhead
BULKHEAD/
NHW
Nearest adjacent pier to north is
approximately 200' from r
northern riparian corridor limit
(not shown at this scale). 1
a:
WI
21
VI
hl
NI
r
R r
I I

'OORRID RIPglry? r I
r
`Ck 1

1 I
800
r
1
VICINITY MAF
Not ro scNz
r
1
r
1
1
_ r ransient Dock r
R FORKLirI PrER 24.001 r 114
i 1
n4D prQrs r r r
PtR 71.00 I
8.00 135.
1?A?1 1
dLKHEADI J.
A cn n 1
25.81
l?---Drop Zane
I !
Dockside I
4' Lift !
Y WATERBODY j
?- W1DTH 1
1s.;?O r
Note: Breakwater to be built into
6.93 - eastern side of fixed platform, I
as horizontal boards attached to pilings,
spaced i= apart and slopping I' Above bottom.
1
?r
V 1
1
?I
8.32
?I
Ur
Tronsienl Dock ryr!
r
I
1
I
1
1
13 r
r
1
I
1
Replacement Bulkhead 1 7
(avg. 2' walerward of ex.) ( J/J
1
•.t f
Limits of r Drop Zone
S. aAemrAora /-1 I
waterxard of
ex. bulkhead 1 1
or. 32T = PVC slake '•1 r
\•N f
`?l 1
i r
r 8.00-
C?IS^RI,1Rrµ I
` ??qOM r
I
P
Stop ReplacemenlBulkhead
(avg. 2' waterward of ex.)
VIOLET WARD (adj to south)
341 WILLOW WOODS DRIVE
WILMINGTON, NC 28409
JUN ' ' 2oi'o
ilJI IN i ? l a
s
ORIGINAL DRAWING BY:
STROUD ENGINEERING; P.A.
102-D CINEMA DRIVE
WILMINGTON, NC 28403
[phone]
LMG
LAND MANAGEMENT GROUP do
Environmental Consul rants
Past Office Box 2522
Wilmington, North Caralina28402
f 1
! 1
RECEIVED
1 r
I
r , I'v= ad CI
r r
r ,
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r r
r ,
r I
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60
1
!
1
Project - Date: Nev", on Uste:
Carolina Marina and Yacht Club revised 3-1.2010 rev 6-16.2010
Applicant Scale: Jab Number:
Tim Ward r=ea' m-02-22+
Title: Drawn By: Sheet Number:
Proposed Site Plan Revisions GSF2LES 4 of 11
I ICAMA11995-7004 Arehivet7002 CAMA FILES102-02-224 -- Carolina Marina Mod 2009N1aster 4_10.dwg
P
ea
24a OAK
61 In
N
N
N
0
0
0
Rol

SA
24' OAR
d 18' AK o
0
24' OAK
(adj to north)
7329 COASTAL AVE.

AVE WILMINGTON NC 28409 Lu
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E
OP=--
(D
5
S81"55'31"W P L
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30' 10'
290'
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OFFICE/ W
CLUBHOUSE

40' HIGH '
DRY STACK
STORAGE BUILDING
200 BOATS T
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24',OAK
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ex. BULKHEAD/
? NHW
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CONCRETE DRIVE
._ ._ _.i WOODEN
WOODEN WALKWAY Stop F
ew Bulkhead lkEO
TO CONC. E REMOVED NHW on ramp 8.00
OVED
Replacement Bulkhead
here to southern P/L ex. BULKHEA
New Bulkhead NHW
here to ex. bulkhead
J ex. BULKHEAD/
NHW
Replacement Bulkhead
(avg. 2' waterward of ex.)
1
Limits of +.
1 S. alterniflora/%+
j waterward of +
ex. bulkhead
pt. 327 = PVC stake +
1 r\
"•N
r7
I
i
i RECEIVED
J !1W 15'
010
CK
r
RrPq?( C.?. ...,
LS I _ _
T' ii
30' OPAQUE VEGETATIVE BUFFER 30.00
P E2 A i I
Rlrlul S87'55'31"W
x15 YID - -- -- -?'y'y -- -- - --
V ply
ot 011t
yb U m1M U=m l ?RRI OR (Ib,
ti= "v? Stop Replacement Bulkhead
end
(avg. 2 waterward of ex.}`
Pervious Pavement
30' Buffer -----
75' AEC
Existing Bulkhead
Proposed Bulkhead -??-? 0' 10 20 40 80
NOTE: DEPTHS WATERWARD OF BULKHEAD ARE RELATIVE TO MLW (updated in 2009 by Stroud Engineering) ORIGINAL DRAWING BY: iiiiii
UPLAND ELEVATIONS ARE RELATIVE TO MSL, MHW =1.45' MSL (conversion provided by Stroud Engineering) S S TR 0 U D ENGINEERING, P.A. Project: Date: --- Reunion Date:
Carolina Marina and Yacht Club revised 3-1.2010 as
102-D CINEMA DRIVE LMG Applicant. Scale Job N-bec
PRELIMINARY WILMINGTON, NC 28403 LAND MAN MANAGEMENT GROU CxOUsP 4c Tim Ward 1"=40' 022-02-224
Env;ronmental Post Office Box 2522 Title: Drawn ey: Sheet Num ,:
REFERENCE FOR CAMA PERMIT ONLY, NOT FOR CONSTRUCTION [phone]
Wilmington, North Carolina 28402 Proposed Upland Development Changes GSFILES > fit
Tel hone: 410-052-0001
10
)CM
L:\CAMA11995-2004 Archive12002 CAMA FILES102.02-224 - Carolina Marina Mod_20091Mastei_2 23 10.dwg
I i -Q. W ; I r
I
OYe x
pQ
' Transient Dock
RI8 1, O
C 1 4.80 x I x
-2.9 r Y
X0 0!
-0.8 N FpRKC1Fj pl`?,1 6 T3.6 -- ?-4- in .12
a I Drop Zone t
+ w
72.3 C: 41
WOODEN WALKWAY X I a) C
Stop Ik, -0.8 r ® m 0
New BulkhC D PEDESTRIAN PIER 1 1/-2.0 3.3 i?'S x 3.4 Dockside i' °> ?' o r
>- EX. CONC. RAMP R ' I Lift r Y
TO BE REMOVED '° "
U ?? ex NHW on ramp -1.2 -2.4 -3.6 +•4,3 Y4 WATERBODY ,' a) ¢? x COVERED x UVIDTH °
>
Q o
:tf o
C11
3W Replacement Bulkhead ATTDE pANt - 4 -4.1 ;
Co here to southern P1L ex. BULKHEAD/ STATION , +r T E a r
New Bulkhead NHW x ; ° $- ro
here to ex. bulkhead + -4.3 , a, rz '? O p
x3.9 x "-Q1'.0- "
x ?y
LQ -3.6 ' -3.2 -4.4 C ,
I ! ex. BULKHEAD/ x e° n
I.-~..._.._.. NHW -0.5 \
+ L a)
Replacement Bulkhead o v 0 V1
v
+ r w
2' waterward of ex.) '
. 3.8x Q)
Iw 0.6(avg
X v
X r 7 -3.6 v' C Cr S?
CLY - x x 0.5 U
+ Drop Zone
Limits of `. 0.6 r O m' 0 3 v
-0.9 x ,r 0E?
a J S. alternlflora /?`.. x 0, 3 5 - 4.5 r? o E -0 -o
_LEMEL waterward of x4.1 Rl?- i
_ VE TAE J ex. bulkhead s ' 3.2x
- FI R J pt. 327 = PVC stake i 60
! t n 0.3 x x0.2 i 3ECE!
tJ,
J 0.5 ®•6 x3.0 Transient Dock SE I
? x x x 3.4 Morehead
50' '
ED 0.4 -0.4 0.7 O O - '
' r x ,
' -3.1
r
`;r0.6 'x c°RRIDORIPsRIAN 2.7 f
--- -- - i 0.4 'ET8ACK i x > r
RIPARrq -2.7 -3.7
r
CORRIDOR LIMIT - i X DEPTHS RELA rIVE TO MLW 0009 by Stroud Engineering)
r x Q.3 r ® DEPTHS RELATIVE TO MLWt+?under ex. platform (5.2,09 by T Ward)
Stop Replacement Bulkhead 0.6 x xQ 2 x `x 0.9 x UPLAND ELEVATIONS REL#IVE TO MSL, MHW-4(y' M$l? ! ,i `d y
(avg. 2' waterward of ex.) 0.5 ER -NEIGRBOR'S PIER -2.9 (conversion promdedby Stroud Engineering) JUN 0 4
Legend 0 1s 30 60
Pervious Pavement ® PRELIMINARY
30' Buffer --"- - REFERENCE FOR CAMA PERMIT ONLY, NOT FOR CONSTRUCTION
75' AEC --- ORIGINAL DRAWING BY Date, "'on Date.
Project: ravised3-1-2010 rev 6.2-2010
Existing Bulkhead ? STROUD ENGINEERING, P.A. Carolina Marina and Yacht Club
Proposed Bulkhead -? ?-? LMG Applicant. Scaie. Job Number
- IAND?IAN.4GEMflM'GAOUPinc Tim Tim r"=70' 02-02224
102-D CINEMA DRIVE Environmental Consultants
WILMINGTON, NC 28403 Post Office Box 2522 Title: Dr.-By: Sheet Number:
[phone] wlmington North Carolina 28402 Revisions Water Dependent Structures GsFILES I 7 0111
2010
DCM
0CAMA11995-2004 Archive12002 CAMA FILESl02-02-224-- Carolina Marina Mod 2009Vdaster 4 10.dwg
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ou-
(rz
as
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9
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OtC13
U)
ex. BULKHEAD/
NHW
I
I
- I
CONCRETE DRIVE
/ WCKIOEN WALKWAY Stop
New Bulkh
EX. CC
TO BE
X
x 0.9
. .
` 15
-1.0, ' Cp,R'5 RIP
X 0,6
X U
X?O 0.8 EN FORKLIFT PIER
r r
y
X0.
F1kE0 PEOESrR1gN PIER ? rr
n?mvvtU'
-ex NHW on ramp -I .L

Replacement Bulkhead x COVERED
-)) ATTENDANT N
here to southern P/L ex. BULKHEAD/ STATION
New Bulkhead NHW
here to ex. bulkhead
J x. BULKHEAD/ x
NHW
X Replacement Bulkhead
0 6(avg. 2' waterward of ex. )
?
\,x
Limits of 1 0.6
x x0.
9
-0
S. alterniflora,-t xO 3 .
j waterward of t
ex, bulkhead
pt. 327 = PVC stake 1
3 0.2
0
.
10,5
x
0.4

x x
0.4 0.7
6 ?pR81pp IPARIq
` 0 #
.
.
' x0.4 R ser ACk
_

R1PgRIAN ?
C
M1 rt
pRRIDpR
UMI r
/ x ?
3
0.6 x x
lcnf R111khcarl .x
?
ii p

iUFFER
I
PL
i
Entire shoreline is currently bulkheaded, except at existing ramp. Existing Bulkhead
_x_x-x_ Proposed Bulkhead
Proposed replacement bulkheading from ramp to southern property limit will tota1147-Ift,
to avg 2' waterward of existing bulkhead. Alignment will impact 168 sq.ft. of coastal marsh.
New bulkheading proposed to close existing ramp area, with bulkheading aligned along NHW and tieing into existing and replacement
bulkheading on either side. New bulkheading will total 53-ift. with approximately 37 cy of backfill in existing ramp area.
TYPICAL NOT FOR CONSTRUCTION
FOR ENVIRONMENTAL PERMITTING ONLY
Project:
Carolina Marina and Yacht Club
L M G Applicant:
LAND MANAGEMENT GROUP :Nc Tim Ward
Environmental Consu)tanr,
Post Office Box 2522 Title:
Wilmington, North Carolina 28402 EX. AND PROPOSED SULKHEADING
Telephone: [phone]
0 20 40 80
revised 3-1.2010
eWe'.
1" = 40'
Or-n By:
GSFILES
rev 5.26.2010
.bw..
02-02-224
N-b.r
e al 11

loating Transient Dock

/
0+00 0+25 0+50 /
Wave Attenuating Floatation
I
- - - L095. _
l I
0+75 1+00 1+25
isting Grade
-12'
0 6 12 24
Floating Dock
Foam Floatation-
Hollow Floation
a minimum draft shown here
Bottom
OtCEIVED
MoteheadCity DCM
1"-]'
0 1.5 3 6
TYPICAL CROSS-SECTION, NOT FOR CONSTRUCTION
FOR ENVIRONMENTAL PERMITTING ONLY

Project: Dale. Revision Dale,
Carolina Marina and Yacht Club revised 34.2010 rev 5-26.2010
LM G Applicant: scale Job Nurbn.
LAND bffiNAGBMF.NT GROUP me Tim Ward see Display 02-02.224
Environmental Consultants
Post Office Box 2522 Title: Cross Section A Drawn By: SheetNumaer.
Wilmington, North Carolina 28402 GSFlLES 9 of 11
Tefephne:910452-0001 Floating Transient Dock

Cross Section B
B .
WOOD PLANKING
E-_ 3

B'
8
00
24.00
.
PEDESTRIAN
WALKWAY

R

LEVATED RAMP AREA

0 0
0 0
0 0
0

-
75
8 2.00
38
8
-
8
38
8
38
. Ilk / I- ?
. , . .
{ , I - I I- I- I I -III-I I- I -III-I_I-_ - I I-I I -
4.50
MHW
MLW
EXISTING BOTTOM
GRADE
RECEIVED
Note: Exact spacing of pilings to be finalized by contractor along with final depth of pilings. Decking width of piers to be at width shown.
S
SEP
MareheadCRV
Elevation of forklift pier assumed to be 6' MSL.
MHW =1.45' MSL.
Mean tidal range assumed to be 3.8'.

TYPICAL CROSS-SECTION, NOT FOR CONSTRUCTION
FOR ENVIRONMENTAL PERMITTING ONLY

HCRI.
MIN. 1" SPACING BE
STRUCTURAL PILE
TYPICAL CROSS-SECTION, NOT FOR CONS RUCTION, FOR ENVIRONMENTAL PERMITTING ONLY.
Drawing intended to illustrate minimum height above the bottom and minimum spacing between
horizontal boards.
Exact spacing of pilings to be finalized by contractor along with final depth of pilings.
Wave wall to be installed on eastern, terminal end offorklift pier only.
Project:
LMG Carolina Marina and Yacht Club
Applicant:
LAND MANAGEMENT GROUP we Tim Ward
Environmental Consultants
Post Office Box 2522 Tale, Typical Cross Section
Wilmington, North Carolina 2e402
Wave Wall, Eastern End Forklift Pier
RECEIVED
SEP 17 ZOW
Mofshead City DC
RFcF1VED
DCM WIL.1INGTON, NC
14 2010
7-12-2010 Na
Jab Number: _-
1"_3 02-02714
Sheet Nurbec
LES nA

LICAMA11995-2004Archive12002CAMAFILESX02.02-224-CarolinaMarina Mod_20091Mastei 4_1 0.deg
i i

1/4 Waterbody Width

TUCKER-BURNETT H/0 ASSOCIATION 1
(odj to north) !
7329 COASTAL AVE. I
WILMINGTON NC 28409 Q;
1
, m 3
1
? r
587.55'31'41 P ^ 1 -
I 1 !

' so' 1 .e.BULaxsna
xw
r
290 yy 1 ?' _. x nna I
c W ? l R?4 ! i J 19193-

OFFI
CWBHOIItiE

I

I
,f
I ?

1
!
i I 1 .? 1
40 NIGH r
r
DRY STACK
BUILDING
STORAGE p •
,ae - i
n
BOATS
t.
.. r
woOOfBwulaux 1 r I l
\
ew Bulkhead 7
o(at 1 1 ! `\
!

3i 0 Ex.
r
yy aaRWaanmp
r ! ,`!
\

' 61 ;<: Rephpemen1. Bulkhead A r
r !
290 I N- BWdrtad ex BUL
NHW I I 1
1

vBNFAm
?
------ -d-------- 3UOPAQ'JEVEGErAIeVE BIIrfERyVg?,,
SB75536W L)
I
Slap Replan
1.9.Tww
i - Replacement Bulkhead r i
?ug. Tw##ward of ex.)
1 r
Lnits.1
S. t -ddol ?? rf r
u bulkhead 1
p, 11e•%CaWe
1
ry I'
?7? ? '"?a?'N"+v !1
R?+a !
a Bulkhead
d of ea.)
1
1
1
I
f
r
1
I
r
!
f
1
1
r
I $
1 \? pLmlt
1
r 1
1 r
r r
r I
1 r
r !
1 r
I r
1 1
VIOLET WARD (odj to south) r
341 WILLOW WOODS DRIVE I
WILMINGTON, NC 28409 !
1
r
I
1
I
1
r
W1
r
1
r
r
1
Stroud Engineering Survey
May 2010
Docking and dry stack launch facility design have been
modified. Therefore, these components as shown on this
drawing are hereby considered void. See attached sheet
dated received 10/25/10 for approved docking and dry stack
Legend launch facility design. - DCM 12/13/10
Pervious Pavement
30' Buffer ---- PRELIMINARY
30' AEC -- - ORIGINAL DRAWING BY: REFERENCE FOR CAMA PERMIT ONLY, NOT FOR CONSTRUCTION
75
Project
Existing Bulkhead S STROUD ENGINEERING, PA , rr Carolina Marina and Yacht Club
Proposed Bulkhead -??? - LMV Applicant:
102-D CINEMA DRIVE LANnuaxnc>;vExrcnouenlc Tim Ward
fnviranme ice Box sul
tal ms
WILMINGTON, NC 28403 Po9tOfrk
e eox
Title:
V910 815-0775 zs22
wimington, North Carolina 28402 Waterbody Width
Telephone: [phone]

RECEIVED
SP 7 2010
MAt8hWdC4DC
0 40 80 160
Dale: Revision Oale:
5-26-2010 NA
Scale-, Job Number:
1"=so 02-02.224
Deawn By: Sheet Number:
GSFILES 11 of 11
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Permit Class Permit Number
MODIFICATION/MAJOR 2-07
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
Lrmit
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Carolina Marina & Yacht Club, LLC., c/o Tim Ward, 1512 Burnett Road, Wilmington, NC 28409
Authorizing development in New Hanover County at AIWW and Myrtle Grove Sound, 1512
Burnett Rd., Wilmington , as requested in the permittee's application dated 5/27/10 (MP-l. MP-3) &
6/3/10 (MP-4) , incl. attached workplan drawings (11), all as referenced in Condition No. 1 of this Permit

This permit, issued on December 17, 2010 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
1) Unless specifically altered herein, all work authorized by this permit shall be done in compliance
with the following list of attached workplan drawings:
Sheet 3 of 11 dated 1/12/10
Sheets 4, 7 and 11 of 11 all dated revised by DCM 12/13/10
Sheets 5, 6 and 10 of 11 dated revised 3/1/10
Sheets 8 and 9 of 11 dated revised 5/26/10
Sheet 11A dated 7/12/10
Drawing dated received by Morehead City DCM on 10/25/10
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or Signed by the authority of the Secretary of DENR and the
other qualified persons within twenty (20) days of the issuing Chairman of the Coastal Resources Commission.
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on-site to Department
personnel when the project is inspected for compliance.
James H. G n, Director
Any maintenance work or project modification not covered
ement
Division of Coastal Mana
g
hereunder requires further Division approval.
All work must cease when the permit expires on This permit and its conditions are hereby accepted.
January 14, 2015
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program. Signature of Permittee
Carolina Marina & Yacht Cluh, LLC. Permit #2-07
Page 2 of 5
ADDITIONAL CONDITIONS
Upland Development
2) Unless specifically altered herein, this permit authorizes only the land disturbing activities associated
with the construction of the 200-slip dry-stack storage facility, clubhouse, driveways, parking lots,
stormwater and septic systems and associated grading and filling activities, all as expressly and
specifically set forth in the permit application and depicted on the attached work-plat drawings. Any
additional land disturbing activities and/or construction shall be evaluated on a case-by-case basis by a
representative of the Division of Coastal Management (DCM) to determine additional permit
requirements. Contact a representative of the Division at [phone] prior to the commencement of
any such activity for this determination.
Dry Stack Launching Facility
3) The alignment and configuration of the approved dry stack launching structures shall strictly adhere to
the alignment and configuration depicted on the attached workplan drawing dated received by Morehead
City DCM on 10/25/10. Any other alignment or configuration depicted on the attached permit
application or workplan drawings is considered null and void.
4) Unless specifically altered herein, this permit authorizes only the docks, piers, and other structures and
uses located in or over the water that are expressly and specifically set forth in the permit application.
No other structure, whether floating or stationary, shall become a permanent part of this launching
facility without permit modification. No non-water dependent uses of structures shall be conducted on,
in or over public trust waters without permit modification.
5) In accordance with commitments made by the permittee, and in order to satisfy resource agency
concerns, the originally proposed "wave wall" is hereby deleted from the authorized project, and any
and all reference to the wave wall in the attached permit application forms or workplan drawings is
hereby considered null and void.
6) In accordance with commitments made by the permittee, and in order to satisfy resource agency
concerns, handrails shall be placed along the western side of the authorized transient dock and the
northern and western sides of the authorized employee access dock to prevent vessel dockage along
these areas.
7) No sewage, whether treated or untreated, shall be discharged at any time- from any boats using the
launching facility. Any sewage discharge at the launching facility shall be considered a violation of this
permit for which the permittee is responsible. This prohibition shall be applied and enforced throughout
the entire existence of the permitted structure.
8) The piers and associated structures shall have a minimum setback distance of 15 feet between any parts
of the structure and the adjacent property owner's riparian access corridor, which is determined by
drawing a line parallel to the channel, then drawing a line perpendicular to the channel line that
intersects with the shore at the point where the upland property line meets the water's edge.
Carolina Marina & Yacht Club, LLC. Permit #2-07
Page 3 of 5
ADDITIONAL CONDITIONS
9) No portion of the permitted structure shall extend more than one forth (1/4) of the width of the
waterbody. Measurements to determine the width of the water body shall be made from the normal high
water line or from the waterward edge of any coastal wetland vegetation which borders the water body,
whichever is more restrictive.
10) In order to ensure compliance with Conditions 8 and 9 of this permit, an as-built survey shall be
performed on the authorized docking facility. At a minimum, the as-built survey shall show the existing
and newly constructed launch facilities, the adjacent riparian corridors and 15' setback lines, the
opposite shoreline, and the distance across the water body. A copy of the survey shall be provided to the
Division of Coastal Management within 60 days of completion of construction of the launch facility.
NOTE: Failure to comply with the survey requirements of Condition No. 10 of this permit shall result in
a violation of this permit.
11) The roof of the unenclosed, covered fuel attendant platform shall not be designed for second story use.
12) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work.
13) The permittee shall maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee is not relieved of this requirement if he abandons the
permitted activity without having it transferred to a third party.
14) This permit does not authorize the creation of any permanent formalized boat slips.
15) The permittee must install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities. At a minimum, permanent
reflectors shall be attached to the structure in order to make it more visible during hours of darkness or
inclement weather.
16) The permittee shall exercise all available precautions in the day-to-day operation of the facility to
prevent facility pollutants or waste from entering the adjacent waters. Such discharge, either directly or
indirectly, to adjacent waters could contravene state water quality standards, thereby violating state law.
NOTE: The permittee is cautioned that this permit does not authorize the placement of tie piles in
association with the docking facility without permit modification.
NOTE: Due to the proximity of the AIWW, boats utilizing the docking facility will be subject to
frequent wavewash from passing vessels. The issuance of this permit does not relieve the
permittee from taking all proper steps to ensure the integrity of the structure and the safety of
moored boats. The permittee shall not hold the State of North Carolina or the United States
liable for any damage to the structure or moored boats.
Carolina Marina & Yacht Club, LLC. Permit #2-07
Page 4 of 5
ADDITIONAL CONDITIONS
Shoreline Stabilization
17) The alignment of the authorized bulkhead shall conform with the alignment depicted on the attached
workplan drawings.
18) The bulkhead shall be constructed prior to any backfilling activities.
19) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
20) The bulkhead shall be solid and constructed of treated wood, concrete slabs, sheet pile or other suitable
materials approved by department personnel. No excavation or other land disturbing activities is
permitted except for that which may be required for the construction of the bulkhead wall, riprap,
deadmen cables, etc. This permit does not authorize any excavation waterward of the approved
alignment.
21) The fill material shall be clean and free of any pollutants except in trace quantities.
22) All backfill material shall be obtained from a high ground source and confined behind the permitted
bulkhead.
23) No backfill material shall be placed within 30 feet of the normal high water line, except that which will
be used to backfill the area behind the permitted bulkhead.
Stormwater Management
24) The Division of Water Quality approval of this project under stormwater management rules of the
Environmental Management Commission is covered by way of Stormwater Permit No. SW8040103
MOD, which was issued on 11/17/10. Any violation of the permit approved by the DWQ shall be
considered a violation of this CAMA permit.
Sedimentation and Erosion Control
NOTE: An Erosion and Sedimentation Control Plan will be required for this project. This plan must be
filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this
plan to the Department of Environment and Natural Resources, Land Quality Section, 127
Cardinal Drive Extension, Wilmington, NC 28405.
25) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
26) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses or properties (e.g. silt fence,
diversion swales or berms, etc.).
Carolina Marina & Yacht Club, LLC. Permit #2-07
Page 5 of 5
ADDITIONAL CONDITIONS
General
27) No vegetated wetlands shall be excavated or filled, even temporarily.
28) The authorized project is located within a primary nursery area (PNA). Therefore, in accordance with
T15A:07H.0208 of the Rules of the Coastal Resources Commission, no new dredging or excavation
within the PNA shall be permitted. Dredging in any manner, including "kicking" with boat propellers, is
not authorized. This prohibition shall be applied and enforced throughout the entire existence of the
permitted structures.
29) The construction and/or operation of the authorized facilities shall not directly result in any closure of
any waters that are open to the taking of shellfish. Any such closure directly attributable to the
authorized development shall require that the permittee undertake remedial actions to remedy the
situation.
30) The permittee and/or his contractor shall meet on site with a representative of the Division prior to
project initiation.
31) This Mayor Modification shall be attached to the original of Permit No. 2-07, which was issued on
1/22/07, and copies of both documents shall be readily available on site when a Division representative
inspects the project for compliance.
32) All conditions and stipulations of the original permit remain in force under this Major Modification
unless specifically altered herein.
33) This permit does not eliminate the need to obtain any additional state, federal or local permits, approvals
or authorizations that may be required, including but not limited to an Individual Permit from the U.S.
Army Corps of Engineers.
NOTE The expiration date of this permit has been extended in accordance with Session Law 2009-406,
as amended by Session Law 2010-177.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non-water
dependent activities are not authorized within 30 feet of the normal high water level.
NOTE: The N.C. Division of Water Quality has authorized the proposed project under Water Quality
Certification No. 3844 (DWQ Project No. 20060137 Ver. 2), which was issued on 12/10/07.
DCM MP-1
APPLICATION for
Major Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
Carolina Marina And Yacht Club, Llc Carolina Marina
Applicant 1: First Name MI Last Name
Tim Ward
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
1512 Burnett Road Wilmington NC
ZIP Country Phone No. FAX No.
28409 USA 910 - 264- 8469 ext. - -
Street Address (if different from above) City State ZIP
same '
Email
[e-mail]
2. AgendContractor Information
Business Name
Land Management Group, Inc.
Agent/ Contractor 1: First Name MI Last Name
Laura Stasavich
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
2522 Wilmington NC
ZIP Phone No. 1 Phone No. 2
28402 910 - 452 - 000 1 ext. 910 - 471 - 0510 ext.
FAX No. Contractor #
910 4520060
Street Address (if different from above) City State ZIP
3805 Wrightsville Ave., Suite 15 Wilmington NC 28403-
Email
[e-mail] > .
''
-eForm continues on back> 1? ° ii./

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D- isiC.l of C-cam l Maragement
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AGENT A.u rlIG IZATION FORM
Narne o Property Owner
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owner's ailing 1 ddress.
for hermit Nan a of Authorized Agent
Agent's MaWFTg,Mdteas:
RECEIVED
SEP 17 2010
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Owner Signature
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'Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
New Hanover 1512 Burnett Road
Subdivision Name City State Zip
N/A Wilmington NC 28409-
Phone No.
viffiffililillip-
Lot No.(s) (if many, attach additional page
ZMV- RECEIV
N/A - - ext. ED
No subdivision proposed.,
a. In which NC river basin is the project located? b. Name of body of water nearest to prop r
r
AIWW / Myrtle Grove Sound
lafo
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed prole tQ.C
®Natural ®Manmade []Unknown AIWW / Myrtle Grove Sound
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
ZYes ?No work fails within.
New Hanover County
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
391- Ift (as measured along existing bulkhead to property 2.87-ac
corners).
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
N/A, ,
NWL (normal water level)
(If many lot sizes, please attach additional page with a list) +7' ®NHW or ?NWL
e. Vegetation on tract
Vegetated portions of the property are maintained in a grassed, mowed condition. Live oaks exist near Burnett Road, and
the shoreline along Myrtle Grove Sound/AIWW is bulkheaded. Spartina alterniflora exists waterward of the bulkhead along
the southern portion of the shoreline.
f. Mart-made features and uses now on tract
Water dependent structures include: bulkheaded shoreline, concrete boat ramp, fixed pier and fixed platform, one boat lift.
Upland development includes: storage shed, concrete drive, formerly used septic system, private wells, un-improved boat
parking and storage. Development activities authorized by CAMA Permit #02-07 not fully constructed but permit remains
valid.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Residential, with a single family home to the south and a community common area to the north.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
Residential (R-15) (Attach zoning compliance certificate, if applicable)
®Yes ?No ?NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes ®No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes ®No ?NA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes ®No ?NA
National Register listed or eligible property?
<Form continues on next page> :,

Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
m. (1) Are there wetlands on the site? NYes ?No
(ii) Are there coastal wetlands on the site? ®Yes ?No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ?Yes NNo
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
An individual on-site waste treatment system (septic) existed for a previous structure but is no longer in use. Waste
treatment for the clubhouse currently authorized by CAMA Permit #02-07 and proposed to be relocated landward with this
modification would be provided by Aqua North Carolina.
o. Describe existing drinking water supply source.
One private well currently exists on the property but will not be used for the current development. Water for current
development to be provided by Aqua North Carolina.
p. Describe existing storm water management or treatment systems.
A stormwater management permit exists for the currently permitted development. Those stormwater management features
have not been fully constructed due to the requested site plan changes. A request to modify that stormwater management
plan for the site plan shown in this application is currently under review by DWQ, Stormwater.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? NCommercial ?Public/Government
[]Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Purpose is to improve launch, retrieval and storage facilities. Daily use will be by marina members and will be operated by
on-site marina staff. Daily uses further detailed (hours of operation, etc) by the existing county approval.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Standard daily construction and good construction methods. Pile drivers. Decking on pier likely to be constructed from
landward edge out.
d. List all development activities you propose.
In addition to development authorized by CAMA Permit #02-07, this major modification requests to: (1) construct a dry stack
storage building for up to 200 boats within the formerly approved parking and boat storage area, (2) remove the existing and
currently authorized 6-wide pier and floating fuel dock, (3) construct an elevated, wooden forklift pier with two drop zones, a
dockside lift and two floating transient docks, (4) re-locate the previously approved clubhouse landward and (5) revise
associated parking and provide access to the forklift pier.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? -2.7 ?Sq.Ft or NAcres
g. Will the proposed project encroach on any public easement, public accessway or other area ?Yes NNo ?NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
No direct discharges to waters of the state are proposed. Washing of boats with a hose (non-pressure) will be done over
surfaces where stormwater management features will capture all of the wash water. Prior to- ntroduction into the system, the
wash water will be provided grit removal through the use of drop inlets that have a sump below the flow line in the area
where the washing is likely to occur. These drop inlets will be identified in the Operation and Maintenance schedule to be
inspected and have the grit removed as is necessary. No boat maintenance or repair will be done on-site.
i. Will wastewater or stormwater be discharged into a wetland? ,q sQ{Yes NNo ?NA
xy.'l4,
p
If yes, will this discharged water be of the same salinity as the receiving ±water ? ?Yes ?No NNA
j. Is there any mitigation proposed? tj 1 y' ?Yes ?No NNA
If yes, attach a mitigation proposal.

Form DCM MP-1 (Page 4 of 5)
<Form continues on back>
APPLICATION for
Major Development Permit

RECEIVED
SEP 041
6. Additional Information 0ia
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the Ci r
package to be complete. Items (a) - (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name :Ms. Violet P. Ward (to the south) ' Phone No.
Address 1508 Burnett Road, Wilmington, NC, 28409
Name Tucker-Burnett Homeowner's Association (common area to the north) Phone No.
Address 7329 Coastal Ave., Wilmington, NC, 28409
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
CAMA Permit # 02-07 USACOE permit issued to Homer Ward, 3/10/1969.
ACOE IP, Action ID 200600466 Several CAMA General permits for pier and bulkhead work
401 WQ Certification No.3400, DWQ Project No. 20060137 (previously provided in original application).
New Hanover County Special Use Permit #13
SW8 040103
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date _rev May 27, 2010 Print Name _LMG Inc., L. Stasavich, agent
W-ZA? 4 4. ------
Signature
Please indicate application attachments pertaining to your proposed project.
1CM

Form DCM MP-1 (Page 5 of 5)
APPLICATION for
Major Development Permit
®DCM MP-2 Excavation and Fill Information ?DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
SEP ? 71®10
.VDCJf
4rorShgCICIC11
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT '
a. Type and number of buildings, facilities, units or structures
proposed.
A 280' x 115' dry stack storage building and a 50'x 30'
clubhouse/office building. There will be one structure with
the dry stack storage and clubhouse/office building
separated by a fire wall. The clubhouse building is
currently authorized by Permit #2-07, however, this
modification would relocate the building outside the 75'
Coastal Shoreline AEC.
b. Number of lots or parcels.
N/A-no sudivision proposed.
c. Density (give the number of residential units and the units per
acre).
N/A-no units proposed
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land-disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
®Yes ?No ?NA
(ii) If yes, list the date submitted: Submitted by Stroud
Engineering, approx. 12/09
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built-upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
Impervious cover within 75' AEC = 25.5%
I. Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
Total site impervious = 44% (partially pervious pavers)
j. Describe proposed method of sewage disposal.
Treatment of wastewater from two bathrooms in proposed
office/clubhouse building to be provided by the private
utility Aqua North Carolina.
1. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
- 2.7-acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Mix of asphalt and pervious pavers (asphalt in drive aisles
and pervious pavers in parking spaces).
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes ?No ?NA
(ii) If yes, list the date submitted: -Modification of existing
permit SW8 040103 has been submitted to DWQ by Stroud
Engineering (revision submitted in --12/2009)._
k. Have the facilities described in Item (i) received state or local
approval?
?Yes ENo ?NA
If yes, attach appropriate documentation:
Fait j ' 1 '
m. Does the proposed'ptolect'incltide an,innovativc stormwater
design?
-.,• , ar rss K
commercial effluent, "wash down" and residential discharges).
No direct discharges to waters of the state are proposed.
All stormwater runoff will be collected and treated per a
state-approved revision of existing permit SW8 040103.
Washing of boats with a hose (non-pressure) will be
done over surfaces where stormwater management
features will capture all of the wash water. Prior to
introduction into the system, the wash water will be
provided grit removal through the use of drop inlets that
have a sump below the flow line in the area where the
washing is likely to occur. These drop inlets will be
identified in the Operation and Maintenance schedule to
be inspected and have the grit removed as is
necessary. No boat maintenance or repair will be done
on-site.
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
One well is currently located on site, but water for current
improvements to be provided by the private utility Aqua
North Carolina.
o. When was the lot(s) platted and recorded?
N/A- not an oceanfront property.
?Yes ®No ?NA
If yes, attach appropriate documentation.
n. (1) Will water be impounded? ?Yes ®No [3NA
(ii) If yes, how many acres? N/A
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
?Yes []No [DNA
t??cu,? S-2 ?r Let a
Date
Carolina Marina, Modification of CAMA Permit #02-07
Project Name
Land Management Group, Inc., agent
Applicant lybme
ApgKant Signature i

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
.y
RECEIVED
SEA' 17 2010
Morshsod CO DC"
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
?This section not applicable
a. (i) Is the docking facility/marina:
®Commercial ?Public/Government ?Private/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number elevated fixed fork lift pier, elevated fixed
pedestrian pier/walkway; floating transient dock
(iii) Length fixed fork lift pier avq = 158' from ex. bulkhead
fixed pedestrian pier = 129' from ex bulkhead
floating transient dock = 115'
(iv) Width fixed fork lift pier 24', with max of 71' (for turn
around at terminal end)
fixed pedestrian pier 8'
floating transient dock 8'
(v) Floating ®Yes ?No
e. (1) Are Platforms included?. ®Yes ?No
If yes:
(ii) Number 1
(iii) Length --36.5'
(iv) Width -23.5'
(v) Floating ?Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
No permanent slips proposed. All transient dockage is to
be used for temporary dockage while launching and
retrieving boats. Transient dock would provide the
equivalent of seven slips (working area of drop zone
excluded).
(ii) Number of slips existing
5 boat slips are currently authorized, 1 permanent slip with
lift and 4 transient slips at authorized fuel dock. One
boat lift exists on the property now.
i. Check the proposed type of siting:
? Land cut and access channel
?Open water; dredging for basin and/or channel
®Open water; no dredging required
?Other; please describe:
b. (i) Will the facility be open to the general public?
?Yes NNo
d. (i) Are Finger Piers included? ®Yes ?No
If yes:
(ii) Number 2
(iii) Length 15
(iv) Width 4
(v) Floating ®Yes ?No
f. (i) Are Boatlifts included? ®Yes ?No
If yes:
(ii) Number 1
(iii) Length 12'
(iv) Width 12'
.h. Check all the types of services to be provided.
? Full service, including travel lift and/or rail, repair or
maintenance service
? Dockage, fuel, and marine supplies
? Dockage ('wet slips") only, number of slips:
® Dry storage; number of boats: 200
? Boat ramp(s); number of boat ramps:
? Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
recreational runabouts
^ ^,
DC IN", Uy i i?'1 11 t,?e l i4ii' 111:.:
• l/1J,
JUN 0 4. ?010
k. Typical boat length: 30'
m. (i) Will the facility have tie pilings?
?Yes ®No
(ii) If yes number of tie pilings?
N/A
1. (1) Will the facility be open to the general public?
?Yes NNo
2, DOCKING FACILITY/MARINA OPERATIONS ?This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
® Office Toilets
® Toilets for patrons; Number: 2; Location: In clubhouse/office building
? Showers
? Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
Wastewater service for office/clubhouse building to be provided by private utility, Aqua North Carolina.
c. Describe the disposal of.solid waste, fish offal and trash.
Solid waste will be disposed of in trash cans/dumpsters located at clubhouse/office and at the parking area. Fish offal may be
separated in a specified trashcan near the clubhouse/office. Trash will be removed by contractor.`
d. How will overboard discharge of sewage from boats be controlled?
"No overboard discharge" or "closed head" policy will be enforced through lease agreement and through the Marina Rules.
Signage will be located at the transient dock.
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
One at the transient dock.
(ii) Give the location and number of "Pumpout Available" signs proposed.
N/A
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
N/A- no maintenance to be done on site.
g. Where will residue from vessel maintenance be disposed of?
N/A
h. Give the number of channel markers and "No Wake" signs proposed. None
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
Fuel service currently authorized by CAMA Permit # 02-07 would be removed completely under the currently proposed
modification.
j. What will be the marina policy on overnight and live-aboard dockage. -.,,M
N/A - no permanent wet slips. (i I y 0 4 ) p I n
:01*1 RECEIVED
EP 17 2090
k. Describe design measures that promote boat basin flushing?
N/A Morehead City DCM
1. If this project is an expansion of an existing marina, what types of services are currently provided?
Not an expansion- modification. Services currently authorized include fuel service, launch and retrieval of boats during
portions of the tidal cycle using a previously existing boat ramp, storage of boats on trailers in upland areas, construction of
clubhouse and approved stormwater management features (infiltration system).
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
®Yes ?No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
®Yes ?No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SIB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
NCW ?SAV ®S13
?WL []None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ?Yes ONo
If yes, give the name and address of the Ieaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
[]Commercial ?Public/Government []Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) This section not applicable
a. (i) Number
(ii) Length
(iii) Width
15. BREAKWATER (e.g., wood, sheetpile, etc.) ?This section not applicable
a. Length as part of fixed forklift pier, eastern edge, 71'
b. Average distance from NHW, NWL, or wetlands
-158'
c. Maximum distance beyond NHW, NWL or wetlands
167'
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s): b. Number Ocix',l 'Yi j;?
[]Commercial ?Public/Govemment []Private/Comm unity
c• Distance to be placed beyond shoreline d. Description of buoy (color, inscription, size, anchor, etc.)
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
15' from the northern riparian corridor limit, 30' to southern
riparian corridor limit
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
b. Proximity of structure(s) to adjacent docking facilities.
Closest structure is the adjacent dock to the south.
Proposed transient dock to be 30' from that existing dock
which currently encroaches into Carolina Marina's riparian
corridor.
c. Width of water body
mean 728' (see 5.2010 waterbody survey by Stround
Engineering which is included in this application)
e. (i) Will navigational aids be required as a result of the project?
?Yes ®No ?NA
(ii) If yes, explain what type and how they will be implemented.
d. Water depth at waterward end of structure at NLW or NWL
ranges between -2.5' MLW and -4.3 MLW
8. OTHER ?This section not applicable
a. Give complete description:
Date
Carolina Marina
Project Name
Land Management Group, Inc., agent
. If
Applic t N
licant Signature
;
t€
17
JUG; 0 4 2010

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