20050239 Ver 2_DCM Permit_20080923

Permit Class (>x.TF - o a 3 g v Z Permit Number
MODIFICATION/MAJOR D S 128-98
STATE OF NORTH CAROLINA
Department of Environment and Natural Resource d
and -Z -
Coastal Resources Commission SE P)
,_ p .3 2008
trmit :.E,,? r??u
INETigtJ" AND SToftM?V4TE BRgNCH
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 Port Cape Fear Associates, 3610 River Road, Wilmington, NC 28412
Authorizing development in New Hanover County adj. to the Cape Fear River, at 3410 and 3610
River Road. in Wilmington , as requested in the permittee's application dated revised 4/8/08 (MP-1). dated revised
9/8/08 (MP-3) and dated revised 6/4/08 (MP-2 and MP-4), including the attached workplan drawings (15), 12 dated 5/28/08 and 2 dated 9/11/08 and 1 dated 5/29/08.
This permit, issued on September 17. 2008 , 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.
Marina
1) Prior to the occupancy of any new slips authorized under this permit, a marine pumpout sewage disposal
facility shall be installed in an easily accessible location. The pumpout shall be operable and maintained
for the life of the authorized marina.
2) Prior to the occupancy of any slips authorized by this permit, the permittee shall meet on-site with a
representative of the Division of Coastal Management to ensure that the required pumpout facility is in
place and operable.
3) The marina shall display a sign showing the location of the on-site pumpout facility, including other
appropriate waste disposal information, at the entrance and exit from the main piers.
(See attached sheets for Additional Conditions)
r ms permit action may tie appealea oy the permittee or
other qualified persons within twenty (20) days of the issuing
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.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2011
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
-)tgnea oy me aumorny or me oecretary or urivrc anu the
Chairman of the Coastal Resources Commission.
s
Jame. Gregson, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee
Port Cape Fear Associates Permit # 128-98
Page 2 of 5
ADDITIONAL CONDITIONS
4) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
marina. Any sewage discharge at the marina 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.
5) Unless specifically altered herein, this permit authorizes only the removal, reconfiguration, and
construction of 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 marina facility without permit modification. No non-
water dependent uses of structures may be conducted on, in or over public trust waters without permit
modification
6) 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.
7) 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.
8) This permit does not authorize.the interference with any existing or proposed Federal project, and the
permittee will not be entitled to compensation for damage to the authorized structure or work, or injury
which may' be caused from existing or future operations undertaken-by the United States in the public
interest.
9) This permit authorizes the addition of a maximum of 137 formalized boat slips.
Excavation
10) An earthen plug will be left between the existing basin and the expanded until all excavation activities
landward of the plug has been completed. In order to prevent sedimentation in adjacent waters, 24 hours
will be allowed to elapse before the plug is removed.
11) Excavation shall not exceed -8' feet below mean low water level. In no case shall the depth of
excavation exceed the depth of connecting waters.
12) No coastal wetlands shall be excavated or filled, even temporarily.
13) The temporary placement or doubling handling of excavated materials within waters or wetlands is not
authorized.
14) Unless altered herein, the area of excavation shall not exceed the limits indicated on the attached
workplan drawing.
Spoil Disposal
15) The spoil area shall be inspected and approved by the Division of Coastal Management prior to the
beginning of any excavation activities.
Port Cape Fear Associates
ADDITIONAL CONDITIONS
Permit # 128-98
Page 3 of 5
16) All excavated materials shall be confined above normal high water and landward of regularly or
irregularly flooded marsh behind adequate dikes or other retaining structures to prevent spillover of
solids into any marsh or surrounding waters.
Shoreline Stabilization
17) The authorized bulkhead shall adhere to the alignment depicted on the attached workplan drawings.
18) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
19) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal sheet piles or other
suitable materials approved by department personnel.
20) All backfill material shall be clean and free of any pollutants except in trace quantities.
21) All backfill material shall be obtained from a high ground source and confined behind the permitted
bulkhead.
22) No backfill material is to 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.
Boat Ramp
23) The boat ramp shall either be poured at an upland location and pushed into place once hardened, or
poured entirely within a watertight containment structure. Live concrete shall not be allowed to contact
waters of the State or waters that will enter waters of the State.
Upland Development
24) Unless specifically altered herein, this permit authorizes the grading and other land disturbing activities
associated with the development of the above referenced property, including but not limited to the
construction of the dry stack facility and parking spaces associated with the above referenced property,
all as expressly and specifically set forth in the attached permit application and workplan drawings. Any
additional land disturbing activities and/or construction may require a modification of this permit.
Contact a Division of Coastal Management representative at [phone] for this determination.
NOTE: The permittee will be required to apply for a driveway permit from the Department of
Transportation.
Sedimentation and Erosion Control
25) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
Port Cape Fear Associates
ADDITIONAL CONDITIONS
Permit # 128-98
Page 4 of 5
26) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.) At a minimum, a silt fence shall be properly installed immediately
landward of the bulkhead cap immediately following completion of backfilling activities.
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.
Stormwater Management
2'/) 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. SW8 930917,
which was issued on 5/14/08. Any violation of the permit approved by the DWQ shall be considered a
violation of this CAMA permit.
Mitigation
28) In accordance with requirements of the US Army Corps of Engineers, and in order to compensate for
impacts to .476-acres of wetlands, the permittee shall make payment to the North Carolina Ecosystem
Enhancement Program (NC EEP) in the amount determined by the NC EEP, sufficient to perform the
restoration of 1.0-acres of riparian wetlands in the Tar-Pamlico River Basin, Cataloging Unit 03030005.
29) Construction within jurisdictional areas on the property shall begin only after the permittee has made
full payment to the NC EEP and provided a copy of the payment documentation to the Corps of
Engineers and DCM, and the NC EEP has provided written confirmation to the Corps of Engineers and
DCM that it agrees to accept responsibility for the mitigation work required, in compliance with the
MOU between the North Carolina Department of Environment and Natural Resources and the United
States Army Corps of Engineers, Wilmington District, dated November 4, 1998.
General
30) The authorized covered dock office shall not be enclosed. Any material used on the sides shall not
obstruct view and must be permeable to air and water. Screen or wire on the side along with benches
and knee walls are permitted. Lattice is specifically excluded from being used under this authorization.
31) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee will be required, upon
due notice from the Corps of Engineers, to remove, relocate or alter the structural work or obstructions
caused thereby, without expense to the United States or the state of North Carolina. No claim shall be
made against the United States or the state of North Carolina on account of any such removal or
alteration.
32) The roof of the covered dock office shall not be designed for second story use.
Port Cape Fear Associates Permit # 128-98
Page 5 of 5
ADDITIONAL CONDITIONS
33) This permit shall not be not be assigned, transferred, sold, or otherwise disposed of to a third party
without the written approval of the Division of Coastal Management.
34) This Major Modification shall be attached to the original Permit No. 128-98, which was issued on
9/30/98, and as well as all subsequent modifications, refinements and renewals, and copies of all
documents shall be readily available on site when Division personnel inspect the project for compliance.
35) All conditions/stipulations remain in force under the Major Modification, unless specifically altered
herein.
36) The permittee and/or his contractor shall meet with a representative of the Division prior to project
initiation.
NOTE: It is strongly recommended that the permittee exercise all available precautions in the day-today
operation of the facility 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: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
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 General Water
Quality Certification No. 3642 (DWQ Project No. 05-0239v2), which was issued on 8/1/08.
NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No.
200500614.
p
y `"^ AI
0

r }?
Z

L? r tr

0-5
t
n C/) W Q

S
co
a)
tU
X N
2-0
am
Q
N
Co 2? .2
cc
a) Cc
L a)
t? LL
-0,
O O
3 r-
O N
L
co
* Co
o
O p•C U p
O
N m
K
N
O
° U
co)
W a
O
N Q
m
.
Q 2 O

I I o
C
E U
CO
°
w act
_! O m o m
U a N
(n
G
Safes U
O
° a=?
U
o
O
N E co
U 0
_ (0
U
Q J
n..
C
O
C
G
O
CL
O
U)

L
Q?
(D
U)
V
O
7
? ? O
Y
v O
O
75
N co
Vt .-
2 ZU NV°O
m ?- XZN
E
Cin
N Cm
O Q
L N N
?
m
Ri
CL

w >
>
a >
C w
cu

1 - ..
r t Y t .. 1?\ F
? S S 1 r t, a ? ??
1{y?11{??t r' ,?•/.p 4? J _ -y„ f ??( - S {f}J1 j 1 ,..,s ??y+
i
ti?

r ?
m4
N OR. O? O
GymoW'l
pnCA O n?-w
O OD K) c )
o C a zap
N rt? 5 ':fi 'r Tf*f
y r , ,
(n 2 C"
O N f
F 1
(D n
-40
O Gl _ v y f u R t F
9.0
Wr
? Q O a : S i »2L4 y^' yy
CD C-) Z
Ol
Z ti o ?w PIT
CD 0
C7
CD = I I a .tin
v (D (D
(n m?
CD+ a 0 C)
CD
W 0 O
o :3 N
C)
? 3 O
A
r r
G

°
m C,
?C
?•

N ?
Cb
OO(D

O N CD
NZ
CD
z
p
i
0 c
o n
? to G)
m
N ya

1
`J
D
CD
. ai
- -o
0
0
a?
-a
o
D

OT
1 _
(7
D
r o
O
v
m o o
3D
U)
T n
• N
(
D
0) v
CD
-
r
n
°
D )
CD (1) m
Z y `+? ?O
(D 0
= n •' D
(D
CD -9 CA
CD
CD
m _.
o

.p o 3 ?
O 7 N
0 0
?

c0
Cy
0
M

0
0 0 M
--I NJ <
rTT
cy

0
4..
t _
FF
T.
.A4W? t ? ? t ,r
a , .
-UN
Fa. pp.
its `n "
jr.
A
i
00 0
I ?, B Q I :D r,
#a ' I Z O co
`? P?; `iE;?• O I O
I I z 0 N
oil a 0 Q> 00
a 1
e P s- ? O N
I{' lilt ?? a_ z a A!)
' 41 M 11! ?esl W ® (n ?? W W
LLJ oo U)
?r ee3? IA Z
- LL-
4 If
{ 1
oil
'
i L Iqj J, v) Z
L{ ?. 1
g 4•?e 6 L?? el O
LLJ
?' ^?a ?, m^`• 1 ° iii 'U 1 ` z
U 3
1.? m
w ?-
tt ? g? ! z
taal• EPL SeA7LL ?' - 1 U
11°! 11 a Q af ? of C)
IN C)
T.1 pa L PO (n
i I• pro;{
??h ?'??? ?d ! `?'? .m of ? :. `•a ;, ?1 i O
IM• Y: ^I M, ••
1 '? p I1J
1 °i ' 9D fl 43 ? ? / Z
ili3a 4L P ?••• _ ^ w
6
ilii Op .• • ?'••• • ? ILLV? U
lia4 .ii i Liil s 'p • i 11J
:n m .m a .•.•.• • 11 ti ? O
o R 'm !
StEC! e " O m. 1 1.11' ??liii z
?1A? • e 4i • ••
• t n O ® 11 ® 1••• A! ?? L 66Pii 1 A !{5 V
Lei • • !L ® 6 LLE 1 L?i !' t9 li li 1 0 cZ
IAj?° d.• {L e• w •. o •. a e.s e 1 ® ® p e?l w i41 d O G
ry
p gg (?
LLJ
iii 9?E • •• Q3 J
ri QN1 ??? s, LL- p 1?0
8{E Q N
04
[?Lg! Q
C) z
I? g • N Z
/ _I C.
Q d N E.
. Z E
O
Q U x O
zz
Ww
O wz $
z QY N
O Zzz
Q W ?_
o
z ° 0_
g °a;
O
W ?
W U W W S
U O )
Q W
? J Q W SL ?
7 W
W Q? W
Z
W U W W= I II V I I I ° O o
° z 00
Z V c
o
2 0d-`o
U 1U a.
W Z
X 25 I W -Z
O Z c
° ? gt9+yc
r l
o
v v aC ZWLy'.
?0-rnE
ai ,^
O V \ } U N
z c_
O o
W rn o
v?
0
z o 0.-r
00
ISSb ?N
o
S ?-
z
U, LL °'
WaE
ON/cjcj// V3
S
•a
L L ?O L 133HS ,091 = „ l 3I dOS 3•u•dna6wl0oW! 'IMO ll
W31NM 3NRlVW NOIDNIM M oeao-z (ote) LOYBL O'N Z xoXOa Od
800Z' L l'6 :31b'0 :A8 NM`dZld I loon-LS* cote) (3-a? zz9z -90-LO # 80f ?1N3110 Ned ?1IS S1N`d1if1SN00 1d1N3WN02lIAN3
L6L ,
ONI dnok 1N3W30VNVV4 OMdI
JdNnoo 83AONVH M3N a3UO0 3MM NOI'JNIYnVA :i33ro8d
0MO'90-6-NV1d311S\/lW dl>1S 'N]1iN30 3NINVW N010NIW11M --= L6L-90-L0\S31I3 dWbO 5002\vWV3\:-l
10482 ouIIO3o; }SON 't o}I OM 1048Z oullolo0 WON 'u016uwwIIM
aw nu 9040 6 saolAJuS 6uI(aAmS joa3 ado0
'0'd ONIN33N10N3 ddI81 AS 0301AOild A3A21f1S 3SV8
'As aza1A0Hd ) IIY1RI0 7IM0RIO
N0LOW5NO3 ?OJ;ON
A1N0 !9W11W J bW3 U0 `5 WIJ WNIWI1?ld snoNr3 om s\ Nna" ao°a°N 03d013A30/NOI1VAa35N00 NOI1V013ISSVIO 3Sn ONYI VnVO
(S3aOV 0'6l) AS 9£L'6Z9 :V3Nv a3e8nlsla lb'101
/ •'3 'L 6Z V38V snOlA83dWl 'L
AS L10'Lb£ v38V Sn01A83dNI 03SOdO8d 3V101
AS 91 Z'9 V38V 3138ONOO 0350d08d
3111YIM • '.;•; IS 6Z0 '66l V38V IIVHdSV 03SOdO8d
LLOLMO M Ao AW cN3n3m ssnr
• 3dMj%! 1 x 3S 996911 V38V Wawa 03SOdONd
ss 1? 4'01 Sn01A83dWl 0NUSIX3 %
•-_?•?•?• AS 0£9'ZZl V38V SnOIA83dYVI ONIISIX3
• ?• ?'•',' AS 6L L'S C13AOY438 38 01 V38V ONIO3Ine ONIISIX3
_• • ROOL/si/c OVgx W. AS LZS'£l V38V 9NIaitna ON11SIX3
f. axoN ?? • z? _ soon NsN.w Ns . (HLnos) ONI '(H180N) SO 9N'NOZ
•'_,?-"?- 'sigw?10 t'OM £900'96£'016 '3
4bZ9-Z149Z ON 'NO10NIn3IM
• .~ • v9reiL3A • • aV08 83AI8 Ol4£
•. 831N30 3NPh" NOlONIW3IM V/8/0 9 :03NI 83NM0
t3vM O 14,„ S31VIOOSSY 8V33 3dVO 180d
y
?.aY ,•? S38OV C'LZ V38V 133fO8d 1V101
s3rds of 000-400-200-OOOL08
000- too- Loo-00*908
; • Oi Z9-Z 149Z ON 'NO19NIMIM
ONreun3slB ox OVO8 H3/Y8 Ol9£/OLb£ :S3SS3800V 3115
e6 ' J
;1: . x»aus aw
;•, :118v1 diva 311S
o '? ' • sooz smmL3M 3S 06£'b6L :V38V ONIOIIne 1tl101
3iW35 SS •B f'•
i
tlN ,619 ',00£ 03SOdO8d SNOV813S
• • :LH013H
M?• >t.•on ow eBm -/q ./c m- AS 9Z9 :V38V
IM ?At ay (yyp ?OpOO soon NsNrn N53N!
?? oIw n :(301330 831SVY4N000 BH 4Z) I ONIOllnB
O3mnlrm AYMOdM S11Nn 3 NOIS • ? ?• cmz/s?R YN ZO9 ',M, 03SOdO8d SNOV813S
-,?, • • , nra3 xsNrn msoO 9l :1HO13H
Yw CNS ?s oo9 V av
Pc in ON
• OM33NrI15q
• • aOO :(VJ0081538? H Minna
vric 3nuO
• tlN ',SIS ',6L£ :03S0d08d SNOV813S
IM 9NN19O 301191 a 91QA AP•? Pe 000'0 vsx TN •`, . • . ION 9£ :1H013H
6v. and )WI TifW LL X • •3 0 ?' ' O ao, 3S 000'Z l A801s z X 35 000'9 IV38V
i • soon 3LVNOeNOO :(3SnOHam3) 0 ONIaIIne
T° jK in DmY= ® _ n Si
3Nn uuwoNa
L<,. tlN ',£Z1 ',Z££ 03SOd08d SXOV813S )UM AN ao w O£ :1H013H
'• 3S 9l£'9 :V38V
F;, • (ONINOZ SO 'S301A83S 3NINVW ONIISIX3) 3 Maine
?n O tlN ',£Zl ',Z££ 03SOdO8d SNOV813S
• • • • 0£ :1H`)13H
,•. •s? • ?S OOb'ZZ 14,801s z X OOZ'lL •V38V
?c/• (ONINOZ 'ONI 331330) 3 'JNIOIIna
Noss ONnslz3 B3m 3u • Pn T!/
3JMtlls 59 .L VN ',99£ ',SL03SOdO8d SN3V8135
3 . • 9F, k wuwcnlcoox/c1/ aI'm m -is m :1H313H
Saw
om ` •`•? stmn 3NiIMl 353tld 35 OOb'Z9 •tl38V
s\3
•` zmx/9B/LB '(ONINOZ 'aNl '30tl8015 NOV1S A80) a ONIalInB
mor-3n . i 991N AYA• ?= N•15 r!]B Rq 3mIN+•A VN ',9ZZ ,96 03SOdO8d SN3b'8135
T$ amt••3aw a casz/cVz Our?a..wm 9Z :1H00H
';L U c0/101 MIS 35 9zos :V38V
e'i ssoz auwot T ne M33 ..,_t,aunn Rq wm+.n 'caoc/s?/x :(ONINOZ SO '(1331A83S 3NIBVYV) 3 ONIOIIne
3mn BN?u9 ror ? F ?. • ?.•? • • Ongom NsN3m ru3m
VN ',ILL ',ZS9 a3SOdO8d SXOV813S
• • • ?- 9l 414013H
•?'r': ?? • • AS 009 :V36V
•• ' ?,.! ',•• :(ONINOZ SO 'HOOUS38) 8 ONlallne
,x3 x
• ` VN ',LIZ ',999 a3S0d08d SNOVBI3S
t3nd u3-LS3 • •?• RM^ '°° •r• Of :IH013H
trM o -Im 3NOISA3N a 3w 3OId3o NOBa NOOa t3v AS 000'64 Ado1S Z JS JS 0"Y'301:28)%
Ommnd •• :(ONINOZ SO Maine
• O?"n"B "a" Ooz a3nOO3 N0UVYV803NI Wawa
°? 3mn BNVU3M ?a
D•1 9•?
si oNVti3?Mia
I
?99•
QN
YNKML am AOIAT
•
IOMKU AD
991'•1 3a1? 1wN w
•
°IJ 09T = Iq°UT T wnmum J"
(J'aadHI)
00£ 09t 9L 0
t
1)a
'(6W15-") VMaw 04 wNv4 ulr*j % q"rtw
WIP" IN= 9i Aaf IM JIA.Mj Won J0.019M
U do 14 p All 86 P9 hpW--Ud -PM
a
\

IOIMf W D
WIIL la•.
3N3313m m N
• 3 SOW, ,91
7=RUL 11III AINA
NJBB
301M-,9
oN?T6t'
BV3NN919
(NIWIN 01)
35 [199
s3Olru3s
3Nq IN
LI MA '?'
i O
8110101111111

'A

LBOx/91/[ 031YJDl
SIII1n NSNgII N53tld
MM1NgBB 304M-,9

O
1
+
I N,
w 3gOB
q onN•n
MIS
mz/c3/z avvm3 MNN
L
NOI1Vl
W
10
l d
lN t(3
WW
AM
•
' ,•1
L
S -
9'c mN
NM11 1N9B 0 .
Omisnt3

•
' 0?•dl
ic
' I O
•
9 • a
ONI1Lp '
A L
&II
SLmn 3lmgdNDO
?v 3Nn uN3aaa
IH /
-
9 'I
y
3Nn3
/ EX. RIP RAP
STABILIZATION
Ex HW
EXISTING
DOCKS
_ ? A A fl
Ex N
Existing
Docks
to Remain
(river slips
not shown)
EXISTING
BOAT BASIN
A Existing Docks
to be Removed
STABILIZATION (c ass hatched}?_•
Ex NHW ••'®
Ex NHW
EX. BASIN = 5.74-ac
PROP. BASIN (hatched) = 4.3-ac
TOTAL FINAL BASIN = 10.04-ac
EXCAVATION = 145, 995 cy
No new excavation below MHW
Maintenance dredging clause for existing channel and
existing basin requested.
FINAL DEPTH = -8' NLW
TOTAL NEW BULKHEAD = 2,067.4 Ift
EX. SLIPS TO REMAIN = 57 in basin
Previously authorized "River Slips" to remain (58 total
open water slips).
PROPOSED NEW WET SLIPS = 115
DOCK A = 22
DOCK B = 38
DOCK C = 34
DOCK D = 16
SIDE-TO = 27
TOTAL NEW WET SLIPS = 137
NEW DRY STACK (see Sheet 7) 400 NEW DRY SLIPS
DROP ZONE AND MAINTENANCE SERVICES TO REMAIN
TEMPORARY RAMP TO BE ADDED
Ex Drop Zone
to remain
NEW
HEAD
New 75' Coastal
Shoreline AEC
\

S rt NE Ex
tv
NHW BULKHEA
BU KHEAD
•
New 30' Coastal
• • , • Shoreline Buffer
E ULKHEAD
•
•
• •
- E OA C

• D
ID FL I
C
SI -T
N D
New 75' Coastal
Shoreline AEC a
P
Ex NHW
W UL
vt
New 30' Coastal F AT D
u D
Shoreline Buffer NEW ?..
C
i'1h:G? 5t•

t NEW BULKHEAD 00'.W•4'
BOAT RAMP

GRAPHIC SCALE aS To
BE aACKrILLID'
IMPACT AREA 2 ? 0.05-ACRE
100 0 50 100 200
( IN FEET)
1 Inch = 100 IL
MLIMINAZY PLANS, FOr CAMA MWIT11NG ONLY
NOT FOk CON5T UC11ON
BASE SURVEY PROVIDED BY ORIGINAL DRAWING PROVID=D BY'
TRIPP ENGINEERING, P.C.
NHW approved by DCM 2/06/2007
Cape Fear Surveying Services
Wilmington, North Carolina 28401 Wilmington. NorrttheCarolina 28401 Coastal Marsh limits approved by DCM 11/27/2007
L:\CAMA\2005 CAMA FILES\01 -05-797 --- WILMINGTON MARINE CENTER, SKIP FRY\SITEPLAN-9-08.DWG
PROJECT: WILMINGTON MARINE CENTER NEW HANOVER COUNTY
,..,,,...??,,..
LAND MANAGEMENT GROUP INC
CLIENT:
JOB # 01-05-797
ENVIRONMENTAL CONSULTANTS BASIN DETAIL DRAWN BY: DATE: 9.11.2008
462-0001 UIINCT2522 .C. 29402 FAX: (91) 4=--0080 WILMINGTON MARINE CENTER
SCALE: 1 "= 100'
SHEET 8 of 17
L. G EMAIL: UytookrWoup n•t
r-
LO O
I
V)
?-
Q
II
0 V)
E
O
O V)
? .O
Of > O
O O N
n
V)
O" W
N
- O
U) O D N
0-

V 00
LO U)
U]
, a c
C)
m
?. I I
V)
a?
V)
:3 k- X N
W 'L
O O
>
a) E -
40-
x
W a)
a_ r 0
Q
L
C
F
L
L
f

? ~?
??
?? JN 3N?.11 x

0
c
3.
v
3
in
E
L
O
-f-
N
N
O
n
2 ?
U V)
O
)
C)
r-
C)
0 o
o z
= rn CY)
Z U-) O
U P o

Z
cr
V) O
N

© /
V Q
J j ao

t
.°?
n
d
Z _
O
LO
^? z L _
L-i
e? C/-)

/

w m

o H

a
LLJ
=
z -? p N

7-77

v Y
fA
5J z
I
cl?
W _
F
- 00
W
?
u 3 -

W h- m
Z
?
?
Z
J
Q O
w w
J a
w a
U
U p V)
Z
CC. 0
0 z
O
Z z
e+? Cj:: z X
LL
w
^ \? w
cn ..
c U
w
? U

rn J?
<
v J
z
Ln O
0 X
z
W
o ?

cn >
W
J
Q
0
Q
C
G 25 8
I
N N
Y Ln

v
? v
N
°
C
Z
N Q
<
Z E
:5: 00

U
Z Z
W M LLI
W Z 4
0 ? N
aj
Z Z C7
ca w N=
c N
p X
Z
g a° FE
k
z
O
w
Z?
w
z
ac.D-`'1
V ?Wtl
v N
z m Z c_
O Q N
O
O
ZZ 0.-
O aZ
o
?Nz
? c
0 0
z R) U- C
?/gw} n E
m U

\
00
oo ° /\\
O x
o D D N rn O m G z
m m=°o
7 p N
7 .Z7 ? S m ® v.? D
\r O m ® or?i
Z C N- n p
O o K- 0
o ® N
ol 713
v C1 N
OEnm 00
o
x
OD y m
N
( 0 -0
0-0
?- J
3 ED
Jn?Tyi / V I C _ e
J?Oty D
co
'm? yC N o w
o
Z e ?
rlj LA
O ..P 9 ? i ,,,?vv,,, N v a v © O° °
O C N N O
V
-p 0 o
m z m o°
® O°
O
0
z o. O
00 I w e ?O
_Y I ? O e
O E; ° O O
tn+/ o o
?GGDD'' x ) ® • ?W ?O
,? D O
'O' ron • t N e
?V© O ° ° O
m m ((J1 O ® C © o
r _
e O e ®° ° D
N N V
v C ? A 0
w cn
R
m w w° O e O °
m z = w o o m
X Ol
D e A Oe ® :u
O ® m
K: cf)
NN
r'1 D W Z
Z Z CA) °
N <> 0 CM) (0-5) rq
m X
O e \Y L TI
?y
z Z r r+\ oo z o z _
?m
p 00 D in c e 0 e ° D O° W \
3 ZC: 1?? u m o O js Z ?J
b C y C)
N N• T Opz 101 O ?° OW 9 O
n W
O Oe N
Z
cv n °o" m e T' Sd?p ?4 :
N t D o o m O = O ????p9 S 6d1133?L5 5Z 9?
0 O 8 5
$'?C T1 mz c O O o a .a` v
r r mX °
s
rn z
5
m
z ? o
0
? \SNd?l ?? / 44 `ZN
Z L pp° LN M ?,
CO ' c> `. ' `'a• Ned N o
X
m
m V vz`' q \.n
u C 6 Op OZ• N 0 cz
Z Z ?'??'?? p2 v2 m ;u o =
cn
z
Z o ?z rnC)
z Fn 09
(n o 0 -V ;-c,:
D m O D
r- Z L .U
m z m z 0
? rTi cn0 0- 0000
n w0 --1 n n n n 0
11= Z z I i Dm TTTT.O
OD Z m i' OC7ooDC/)
?. Q II V II II II it o
z CA
C, (D
U4 &4
m (A
T' r C? O ?I I O
= o C- z % curl - -
-4 03
cn o D
0 Co ®N 0 > n
z CA
1 F- Z r N r
N (J, M z z cQ v o
O 1 CD (?
0 v 0 ..
-4 C
C
O co Q
0
to
W

? Y
n
? O
N

i? a
p
N co
N 4 N
X 0
x o 0
"o _ N
II 00Nv
In In -U-)
I, c0 d N
- n
n p D_ , a X X X
a N
Y m N v v v v (0 to Ln
U 0'
oo~?
o
0 o
z
:D r,
CF) ao
0
of LQ O
N
co Ld
CD ti h-J 0 0 aN0
Q o vi
Ln o_ _
co W m L;j
L?
_
"'? II Z O aQ
V ?
i
LLI
O
z 00
Z
W
u
m
W U
z
o w Q
J U
U U
z
O O
z z
Z
CL
X
W
w
w
z
U
cJ w
G) OIx
0 ?
LO Z
O 0
Z
w
J
° z?
w
J
Li p 0
10
Q i
A N
w Y
_O p
?+m v
U Z F o
v Z H `a
Q n N
Z E
00
o
Q
J (h U
/ C J J
?
zZ
ww
Z S
Z C'I
0
w di
N
Z w ? u
NO
z m
M
g
z
O
z
q.
a a _I
z?
J
f zZ
Q Z N
v ^C7 W ?
t;
z ?awE
O o
oo
woo
U N
?- z m'z
no -
O w cn 0
v ono
O aZ0
DZ
z ?LL M
waE

CC)
co
M _ N
X O
x 0
00 o N
II 00
00 N LO -
Il?o t0 0LM
tD Ln M N x
-Y cn .-.
m D_ U a .-. 0) X X .,
In o M m Ln
Y m N Ln Ln c}
Y
0 0
M
n
N ?
X CT) D 'O
x °
co
3
00 ?. o
if u00un?M LOLM
?t
N .? X X
D_ U Q_ , , m D_ . X -
V) p'- NLn
Y O (n M vvv? a? ?t N d
O o
Q
orn
(D N
0
X
o ( I L)
m
II ?in_N ..
M
M in i In
C N^N 0 M x
a Q_ 0 -CL x
(n _ - (.D In
"i
Y N 00
v L rn
O o
O A
sm
o=
« o?g
r•+? ;gym °n? -gr
? O l 1 00 0? ?? o, a
\s
i"D -3
o N N f
t"' 0 .. a t ? m?
t a
f f -
n f • f '
x
? ? ? F
1 f f ? m
f f !
f • ! ? { f i? ? f f 1 f a f ??
• ! ? • ? f • • • ? • ? • ? •?
N • • ? f ? f t t f f f•! ? f ? ? ? f ! f m o 0
. f 1 ? ? f ! f f ! f f ? ? f • f ? ? • }+? ! / ? f ? f ? ! f • ? f f ! f ? f ? • f ? p j ' •
GG m QC ?f[
? f • • • / • f • f f • • f f
Rl?
? f f f f f ? f f f 1 • f f f f ? f f f f t f ? f
4 4
`?fW • ? f f ? ? f f f ? f ! { f l ? f ? 1 • ? f • f f ? 1 ,g ? S • ? ! , • ? •
f ? { f ? f ? { ? f !
{ • • f f T f f • 1 ? ? ? • f f ti? f • a
? ? f f f ? ? f f f • • f f ! •' i• a
f
? • • ? • f • a TSF • ? a
a • ? ! a 1 a 1 ? / y a • ? • • ? • •
f ? f ? f • f f • t Y f f • • ? ? f • ? •
f f • ? t f ? f f f f t • f f • f fZ f O M .
? { ? ? f • { ? ? ? ! f • f m f f
f • ? • • f • ? f f a a a • i a f l n oo o t o V-?fyQY
AFC • ? ? • • a • ? f • ? ? • ? m ? f N x r a .
? f f a •= f f n - ??
? f f ? { f
? ! Clio
? f • • ? 1 f O YO? ?
? { • • • • a • f • o f
• ! { 1 • ? • • 111
S • f f • • f ? ? ?pO1 y ?
• f
Z ?
X Y
ON
o 1
? o
N r
z? m D so
?6}r 1
N
Z m .? r a •?:. ` ?`K.Stw t5f
A
s r n - ?_ 6
$ op D ?• M/
3 ZC D 11 f -
,(y
v D Z N +C CIS z? roc
Nn O I
? ': add
m^m ? I ,d e? b
o° D C
N N ? 6yy
1 \j D 1 b I T
Frl
Cn 1
p
F C O 1 'D -z- 33
F
I ?
C)
CYI
1 vtiot S m??" x
O v °g <
J ? o
? ?J 1
:U Cr) Q
I =
Z ? I
m ON
Z / (? ?. wa ' U m p o 10
V ? m s oo Ip
m
O s °
z ?? r
?n v r, ;
D m O (D ^ N -'0
f*1 Z -ZI m X0 -O (D .. y 0 °? a + a? n i (D D m 0<- (DA 3 c -1 c) 0 z
fz ? O -1 N (D a a m CD o a p 3 1n' v, c -NO 3 3: 3 ° N m m CD (D 0 0
C) Q. :3 v) 0 (0 0
F n -+ 0- 0 3 Q• Ox (D Q N ? O 3. ? O p c? O Q? c0• m °- Q co :E O
Its z
0 (A (D (D j t7 Q Q o o N N n o n? m o o
o
1 0 :3 CD :3 (D (n
? a a m3 m 3 N.
0 3 (D Z3
(D p s 3 v, N ?? o o s o - f ? 3 0
a -o 0 o• -
M U) 0- O D(D Q? m 0_ v°, f o mo p -? a? -<
(D o 0- 2A 0-
CD CD -0 CD 0- :5 X rri
TI ?• N N• :3 N
X U N. ?
CD ? Q N C, x
?J C) N O -O a N < o ? ? ° O ° ? CD 3 CD 6 w -o m °< o
(n <- Z M ::3 (D N O O < 5 rn N (a ° m 0 _ f ?• ° ai 3 Q <
= D O/ C
0 Q m x m cn m CD 0 o? m ?? °?- N. o? m ? o- ?
ij (n Z n? ? o o- a- m
? _ n ? 0 - -a ?? 3 m° o 0 0 0 0- °- 3° ? 0 3 a
0 (D 'o
= O m 3 1 < N 0 3 v < ? a o
(n O z Z v7 S? ?, vQi cD Cl D 3 ° m a 2. m o 0 a o m= Q <
0 a
00 NO Cn :(1 z Q OHO m` Ln C) - m c 3o y' m o y ?
I I (D (D (D ° m - a :3 10 0 :3 - :3
GI -4 c I n 0 ° ? ?° a
(D O Co 0 X 0 0
h + N
Q] CD
U
O
c
O
F-
U
>
O
Q O
C U O
U O
x
O
I
o CO
a) 00? N
O

_ O
N

--
Q rO O U
D O n 0

d - N D U O O
Z
w W -J
•V)
h'
< w
Q \l
W
0 3
O Q
Q Q
<

e
?R ?P\N i

I))

x
O
O
O Z
I
''"
1 o a)
a
z
co
L.?

Ld I
`n
o O
pp
a
'? O N
J
N
?+} (L o ?
u o z ~ a
_ Z*,
U) m LLJ

?
u "`-? cr?
1
(? LL
w
ii
cn
Z
U ?
?? t C) W
n
z
00
C)
.' F LLJ
w-
ce, v
^'; ce W
Z
C-

0
5 Z, Cf)

=
4
-
l11 ;
J Z

y
Z

W _
d' J
U
Q
I
O co
f-
o o
a -J I
Z? II
?UN ?
I
WQ I
3mw Ln
?i m of 0
0

U O
/
rn <

a

Q
v
Ln
O
O
N

Q

z O? o

4 / H tQ
4 4 J W W
4 W Z
4
4 Q 4 4 Q N
LLJ
Q W Z
4 NO
J
-
m
z

z y

4 I?N ,

4

C4 4
?Q o?

N? z

4 N
a

SL S o
0
x
c4„ o'
a??
z Et
wNo
w'z
MUNc
z Ca.
a-

4 #

00
u N
4 7>
o,_
4 4
4 4 a WE
?=z
> > > 4 > boo
? z ?L! U,

v3

c?
0
0
8

LO

N
N
/a ? ?1 ?uHOrn
?

O

V

o

ao o
O z
I o rn
z Ln U CO

i.?
Q O
; 0
N
?O

Liu o
4
J a
0
_
O N
O 1.- Q z O tf)

U ??
?Oo Z F--
cn 2 ?k
3 m W w
L
J
Uz
L
° o U)
z
vwm?

J U) ?--a
z S L`
-o
U) W
N
{ -p w o
W
F T t0 U 3 >
I I I? O (D w m
l 9t,8'SZ C°') co Z z w z w
58'SZ ++ J Q o w <
0? :
z CL U D N
Q Q ?3
? NIW
„I;

1 o ?
©
?", CD
_
z
Jgg O `$ C=::3 crs . ?{ J x
WO)
C
ti? w
V J
U W
Q
0-
W
I H
Z
z
j m I O w

W
j l f + 9w„""""" I
Lv 1J Q
?
i
?
cn o
j Lti6'6Z ° ° , z
j 56'62 o
M
M

I

)
cn
W ,
jI
w

C? 10
O
N ? NI
lt',: C
L Q o

?I w
)
N
>
?
U i + U O

W
l V C
N O N O Z zz
- ? d

?.
I .. f0 Z) E
' II O o
r = N L J
V? 510'66 p W cf)c?z
Do >, - Zz
LLI
?
+ LO.66 N Q ?
E
3
Lj
? N
z
O l u
? g

? Y

j

v/

J N O

J

W U Q N
Q
Z Z q
U
ca 0
>
1, 1 1
m ?C? _
a
?W

W
0 wz
0-5 M
p o
Z
WLIS
U r
j I ji - O
Q 2
cn
w SW
1-
a _
z m3
g R rc
i
LL- O0 -_1
a, 00
O
Q I .i
L
?af

MU)
`L° a i I' Z60'OZ °° a?
w L..? 60'OZ + ?

N
X
-C
= I
, Q)
'
o
( m W
c 0 Of z
_
J ?
?c I. V z o Qf --i
z
a p
• Wg QY Z
N
0 N
U Li W? WU
Um

C C I { 1U
G
(0)
°

Y I ? i ° ? z
o

21- z
o

0
w=
J
Z
aQ
z
? O
? O

n
O
\jA

O 0
Z: 7Z
n
? O
76
+
Ch
z D
? r
o m

0
O
i 1 11
al l

R
$
?
z
X
9
X
2N
z? m D
D
o Gn)m
z?

0X
00 $ n
D
O I
U) -0 +

D Z
1 (7 j
N
0O
'--4
V' --
U) Cil
`Ojp

°g n
oN D O
o +
-
F
fTl O
Cf) O
o
z
G) I
o
z Cn u
F. m
>
`O
_ C)
Z
m Q I
z z
m
Cf)
Cl)
x n
O
m
o z
1 r
m
+
z o
z
cn o c) -u K 11

m
z m o
m
z
O
_
co m

o
z m
z
N z m

m Cr )
0
-
0 0
-T i
=

D
`
O

m

%
M co U )
? o Z m
-
0
z
?
(0 D 0 /
r%3

o
D J c
z
0
z v
o C o h
o
_
v
I
T
c?
a
m

N
m
ci
c?
m
g
lk<
Mo.
n
0)
^G)
0)
N
CD
cr
O
T
O
h
CD
c
v
o_
co
0
v
n?

Tj
CD
O
0
x
O
n?
CD
T
MMI
O
h
CD
0
O
O
AA+
V
C
4
U
C
D ° n
?
CAD CD
?
-0
?
0)
CD 0
N???
-
0 v (D
V
(D
O CD
C
CD D
:3
N n
1
O X
0 m
Q. m

rn ? CD
CDD_ (D
Z3
'
11 C CD
5
Q- CD
U
O ?
CD

n?
CD
0
O
h
_ ¦
CD
0
4-
cl U
CO ? Cl) z o z
r
0 0) 00 LO
o?? O O z w o N
Q 0 I 06
YL € z v a- O Lo
m o ?? ?3: m w
z ° o
ZZ z
V O O cn Z
77
LLJ
z Z
z u >
C z w
Z C)
O Q
o W a
z Of
z z z
0 0 z
_ o
N \ Z
°' \\ U a
W x
a
N w
C I I ul) W
o
? ? r I f-
CL z
c II O I w
Cl) I 0
N U Q z
cu U) <
a
Y (/) N I z
? O
UO Z
D O
Z
? z p o+ 3 L 0 U
_ ? N a) O j
O O i CD 0 O
J O w 0
L L Gi w J
\ CL LL $
?, a\ 0) Cl) a Q
U O N
rte. Q w
2L CD ` 0
O
U Q a o o Zv
U N ? H
L v! oD
U C o Nam z
0 a=-? \ m^ Q o 0 0
E (if L)
Q cc C) c7 \ p
u j C? a j
0 a a W v GaiaZo? ~~
z_ a Q xx
U w LL aZZ m wZ N Jov
wd c
Z 0
>
LL o
a0 zz
V
_
p a a F3 Z
cu 2
• ^ O (D -0 I-r N Z
U) CD Z)
O G) O. M $ z
0. Z
1 2 y 7 g d?S
a m co
w
J 5
a a)
v
m
09
\ a)
s
m
/1?1? - I . o0
o
,
z
? O
o ?
Z z
a ?
o ?
J
U-
V
M z
M ? O
n- z
O
O
? z
z 26.0'
18.0'
o v
C-1) 23.3' m p c
7! z
O 11Z rn p o0
.0 -12. 0' $ n p Z 12.5-
-12.0 ; A ccn D n
O
p ;0
0
-,e. - oo p m m
C1 g p p fn oo m (n ao
4 O 0 ? D
r
?
- W
? ? 9
g $
a Ov
Z p
'n z
6 =
O 8 g
$ -n
O m
D?
-73

j
c

m

25

p

m

6.0'

?nD
m m
D z

z °
S
1 m
O
z ?

ll<

o
25 CL
o

r*1 D
_.
?
D € q ?? !^
n

o M
Z
M
z r
??
t
00 D
$
C VCA

+
^
U)
D
c ? / >8

D z N n
U) V
» -in O
U) LP
CD

ss D ?.
?N >
NN D

O
n

p
8
r -16.0'
m
cf) co 24. W
r W
o
C i ?
a rno 4 p
z - wz
K ° o O-
z 0 0 m
z Om pW
m I
I =°C r
m 45.0- r 45.0 a RI Z
m-Iz <DG)

z ?
o
CJ-) z ? Zo
z
z 0
O
V) ° ? ? K
D G) m m
m o ?
rr--
Z C- m z n z
W -? m
n
rn
u? = z
o z ?

Z ?
m

T L
L
-T-1 M
;U
= D `O m C M
M m W
_ ?S
s
o
m
cn o z -0

D
t
Z
cn
p
co
o
o c
n ;u z U co m
a
_ o
C)o
CF) ? ° (I
0
0

NOUOW5NO3 dO? JON
A1NO !9N1;;1VU1J VVVV) dO? `SNVIJ AWNIWI11dd

,`?i,........? q
vNI'I02iv0 HIZION °NO}LONIY 11W ois-sei-oie an Ra
NRILNHO HNI?IVW NOIDNIMIM latez ° a'°; i;s';,;; a<ro> ? g = o
I.-
'9-4 (1' SHION QNd S'IIV,L, 0'd 'ONRIKINIONS ddI211

J N< 4 r rw r r R X41 :1
}
rtl?? b fl : @X I d i ° ' f If ' If Stl
a?
r! D? ! R? r R = if >i }' !} i i 6t' g 9 f} 1 t 1..
r ? r R ? b ? 1? d Ai f! 1? r 4 IN
!. ? - A
a ?t_ ? g? e v1ff $fi9 R g? $g ? ? W ?? g ? fi 5 4j s tlt? fj
@( 1 RR $?f° !$ff g$g gr . M W°y !!°.1 f I g v v 66`` fY € ?' 4^ e a1
ff g ? bD t g ? R w? yE 3 0 ? i A f, ?1
019Nf 1s Y ! f =iii r ° _t : Y t ?1 8 t`A: w of a 3 °p : Ai: If.
gdggdiy $tr ? ! r? 'Rg i ?lYY? ?ga6??? Y g ? ?Y ? g r¢da g EE $ !{ a ? ?f ?i stet ? iE w W W 3?f of s iet ? ?f ° ?t of ° tai ? l.i`
9 ?ppi! ? e gBi fi R? r g A - v ; f
f. t i;8 f_ 9
i E g IN i ® l g $ 1g I 11
'IdFil$$?i ??g$ f1 11 ill g grg ,,. f t f.f !i ga
oll 1 1
jtegl1Q1@d.1 !?ii ? ?tlp?€eb€e99 i ?3?M ?? 6 si y? ? dE d M YF P. I:Atti
+?51bQ lJR?gi g? ? BRIi? 4 Y 111111114AR I go ilia a 1 4131110 <11I1,R1 ?zw find (t9 az P =?? lfl? ,
! . f if If pd d _ r n ? e r ?r • i s r r ? r r Ill
9
? eft s' ? 1 = !$?; ? 1 a s ???I a t 3 ?fI = t6if ?'? ??f
r f t t if s itlitf fl tf! i9A. f.ltl.
t"i
U) Z
4 p k
O
8 AE ?
I d

9

Nil ,
I I {„ ?4 M!
? Z
itlb BYf tl311?J
t5ad 13315
„ 9y1
G
y
=
E
( 1"
N
?
!? ?
}
,
'
Jp

$ r`I

R
??? K
a
w
A .1
s
a

€ H o
a at z
o V ?
? w
< o.
°?$
?? 4 N?NY
_ g 0
o 0 <
s N ti
[? Tg€ 0 ?
/[t gyls6 4d
O
U
g ?
gg `U5
sa•

a
~
D
al
z
?
f
p
3 0
€ ?

}E ¢ E?
J

?v ? j"st to,
:e
a Q

xa9
i
?- w
f
"

6fctl?
e

6 9D

s
F3
w
?
z
w
J Q
J
?
W ?
3 Qw
O Y?
E?
O Z y?
y" >O
K
afU
O
?
O 0' H
z
W
°.
10
u

§R

st'84

w
0
Y
3
a
H
h
z
h
Z
0
w
c?'d9:?S W
_ Q
i
i J
? w
°.pb A ,?•. ? ? z
JIM i i ml
1 ?£
C ?
0

00
LIT z
00
o
oo
z u
LU o z
Pi f'1 ?J C14 /(9 Q
'l l ? y Ln L.
Li

-L
I1l
L.
Y c ?
L= Li
, `
(`/]
J U)

Ce C! 7 7 UJ Q-1
? ?

J
? w,
?g} Y d
?7 QQ
w J=
? QU
•" 3

.09 'NIW .0-,f
I
J
z?
a 'a I V)
?g a?? aRo
W
?agm^ t'y^" jam. 8
U
o3 oe " !r
_'WF:s5 of;:
.9 :r°S? b0 k3i:4a ?---sue Q
g =
H V
5.1 <
f-
S m$
3d3g
l a
0
Q
a
to
U
c?
0!
w "
Z r

£
3 '
f ?
t 9 w
p
w

¢
y
B 1

° J
O_
O

?0
o
s
R 04
w
og
?

f
fi
l
< l
ftl Itl

J
¢
•
z ww
YO
?
o b ow
i

?

? N ?
? J
W
w
L w
Z
o" O
U
H a "
v I; i h
,b4` ¢ i F
r ?
7
ti 1
rRr
pp

? " _
Y W a s k
?? ?o W

?
am
g
3g wg t g dw

C
-g t
"
Y m
wE m" g Q
r. ?m Ym
Y
Cf)
LLJ
z
w
u
w
z
Q
Z
O
C?
Z_
J

I
I
I
I
Ln
0
O
cn
L?J
J
LL-
Q
Q
u
Ln
0
0
N
cQ
L
Q
O
z
O
z
C?
G
U
O z
V \ v
? z
SL
m
CJ
pp
a'`. Q
t J
9
O
f-

t s i
1
11 z
5?5
? ESS? O
Z

0
U
In
(-0
Z
z
Y a
W
Q
U
a
?z