67185D - Johnson

LAMA / ❑ DREDGE & FILL � I,,- I „ 67185 A B
.ENERAL PERMIT ` /� `Y Previous permit #
New ❑Modification El Complete Reissue El Partial Reissue Date previous permit issued
irized by the State of North Carolina, Department of Environment and Natural Resources
-oastal Resources Commission in an area of environmental concern pursuant to 15A NCAC
�. ` q ❑ Rules a ched.
it Name ` r Y nn Project Location: County i NJ ''
Nd
n ' V X.n Street Address/ State Road/ Lot #(s)
Nfl AA Stat ZIP ;?t`
qlD_
:ed Agent
❑ CW
❑ OEA
Ye Olt no
Mail
...ter. -------
1EW p PTA ❑ ES ❑ PTS
❑ HHF ❑ IH ❑ UBA ❑ N/A
PNA yes / no
Subdivision
City.
ZIP
Phone # ( ) River Bazi (-{ ;'K
Adj. Wtr. Body gat
Closest Maj. Wtr. Body
f Project/ Activity �; ; �.� , x
11;(Scale: 1 _
Eck) length
atform(s) Li x
Platform(s) 6 X `xZd
ngth
mber
d/ Riprap length_
distance offshore
is distance offsh7 iannel
sic yards
Length I ICI
not sure yes ( no
kttached
ig permit may be required by: ok)OUF + , Co. El note on back regarding River Basin n
_ocal Planning jurisdiction) _. A i, 1

NC Division of Coastal Mgt. Habitat Impact Completer Sheet
Applicant: < VV�W v Permit #: � � � E)c_5-
Date:
'�"'lall�-p
Describe below the HABITAT disturbances for the application. All values should match the name, and units of measurement
found in your Habitat code sheet.
Habitat Name
DISTURB TYPE
Choose One
TOTAL Sq. Ft. FINAL Sq. Ft.
(Applied for. (Anticipated final
Disturbance total disturbance.
includes any Excludes any
anticipated restoration
restoration or and/or temp .
temp impacts) impact amount)
TOTAL Feet
(Applied for.
Disturbance
total includes
any anticipated
restoration or
temp impacts)
FINAL feet
(Anticipated final
disturbance.
Excludes any
restoration and/or
temp impact
amount
Dredge ❑ Fill ❑ Both ❑'Other�v?:2
LO L4
�71A
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑. Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both Q Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑

u„2 sir- :20/6
Date
(;r��yyO � G�wJy MARL L� N
Adjacent Property Owner
Z Y 4 TK
Mail( i Address
ru
*, 57 , 7-' fp zbt% ru
O
Dear Adjacent Property:
y- o
This letter is to inform you that I, J� ..J�,�H�u�:S�J �►
Property Owner o
r-
Permit on my property at -:2©�3✓ii n% Y
Property Addres.
County. As required by CAMA regulations, I have enclosed a copy of my permit application and project
drawing(s) as notification of my proposed project. No action is required from you or you may sign and return
the enclosed no objection form. If you have any questions or comments about my proposed project, please
contact me at 'i/D - 3SI-2 - Gas 5 or by mail at the address listed below. If you wish to
Applicant's Telephone
file written comments or objections with the New Hanover County CAMA Minor Permit Program, you may submit
them to:
CAMA Local Permit Officer
Local Permit Officer for New Hanover County
230 Government Center Drive, Suite 110
Zoning Division
Wilmington, NC 28403
Sincerely,,
Prop Owner
Mailing Address
'.ity, State, Zip Code

ADJACENT RIPARIAN PROPERTY OWNER
STATEMENT FOR CAMA MINOR PERMITS
I hereby certify that I own property adjacent to jot s
(Name of Property Owner)
property located at --2 c)7 3 %-q1 x;17 -/ AU
Address, Lot, Block, Road, etc.)
on in Lk) /1-h11C&-7C-'-j N.C.
(Waterbody) (Town and/or County)
He has described to me as shown in the attached application and project drawing(s), the development
he is proposing at that location, and, I have no objections to his proposal.
(APPLICATION AND DRAWING OF PROPOSED DEVELOPMENT ATTACHED)
Signature
Print or Type Name
Telephone Number
Date

m
0
a
0.2 SA-0'T �ol�
m
Date
ru
- - Pcna V _ -
ru
^.riiar , Propertf Owner
o
ao'3(0 % R/w A Q 6
o
Mailing Address
o
City, State, Zip Code
C3
it
Dear Adjacent Property:
This letter is to inform you that I, -4 kVM t-J X 0,4 SUJ have applied for a CAMA Minor
Property Owner
Permit on my property at 3 TR ► N i rj /4L) in New Hanover
Property Address
County. As required by CAMA regulations, I have enclosed a copy of my permit application and project
drawing(s) as notification of my proposed project. No action is required from you or you may sign and return
the enclosed no objection form. If you have any questions or comments about my proposed project, please
contact me at 9/6 - 3S.2, — &35 s
Applicant's Telephone
,or by mail at the address listed below. If you wish to
file written comments or objections with the New Hanover County CAMA Minor Permit Program, you may submit
them to:
CAMA Local Permit Officer
Local Permit Officer for New Hanover County
230 Government Center Drive, Suite 110
Zoning Division
Wilmington, NC 28403
Sincerely,
Property OwneF
Mailing Address

ADJACENT RIPARIAN PROPERTY OWNER
STATEMENT FOR CAMA MINOR PERMITS
I hereby certify that I own property adjacent to 'ct5orl{ � k1q'q0J s
(Name of Property Owner)
propertylocated at `�� 3 Tt� / ti , -Ty n Uh::'
Address, Lot, Block, Road, etc.)
on in N.C.
(Waterbody) (Town and/or County)
He has described to me as shown in the attached application and project drawing(s), the development
he is proposing at that location, and, I have no objections to his proposal.
(APPLICATION AND DRAWING OF PROPOSED DEVELOPMENT ATTACHED)
Signature
Pri,it or I ype Name
Telephone Number
Date

WETLANDS
WETLANDS
3'xl6'GANGWAY-.
810'TO 12"
45A
OFFSET 1 �
26'
6'
T I�
20' --1
PILE RETAINER LOCATIONS AND QUANTITIES SHOWN fOR ESTIMATING PURPOSES ONLY.
BELLINGHAM MARINE HAS NOT PERFORMED ANY PILE DESIGN ENGINEERING SERVICES.
BELLINGHAM MARINE RECOMMENDS RETAINING A PROFESSIONAL ENGINEER TO PROVIDE
ANCHOR PILE DESIGN SERVICES PRIOR TO CONSTRUCTION.

r 20 SLEEPER (TYPJ
3x3x3/15 ANGLE I
BRACKET(TYP.I WITH ..........__�
1/2' THRU BOLTING
UHMW RUB PLATE /
HOOP STYLE PIJGUIDE f� /
MPJ WITH 1/2' THRU
BOLTING (4 BOLTS PER
PILE GUIDE)
TIMBER PILING MPJ 4,,6 CROSS /
BEAM (TYPJ
2x6 END BLACK )^
DETAIL 2-A
EXTERIOR TIMBER PILE GUIDE SCALE; 3/8' . V-D"
3x3x3/16 ANGLE
BRACKET RYP,) WITH -
1/2' THRU BOLTING
ROLLER STYLE PILE GUIDE
(TYP.) 1/2"THRU BOLTING /
LAG BOLT COMBINATION
(6-8 BOLTS PER PILE GUTDQ
UHMW ROLLERS --_
(4 PER PILE GUIDE)
CONCRETE PILING (TYP,) -
(ALSO FOR PIPE ►LLE USE)
2x4 SLEEPER(IYPJ
I /
66 CROSS I /
BEAM (TYP.)
DETAIL 2-B
EXTERIOR ROLLER PILE GUIDE SCALE: 3/8" = V-0"
3xkNIG ANGLE 20 SLEEPER (TYP,)
BRACKET (TYPJ WITH
1/r THRU BOLTING
ROLLER STYLE FILE GUIDE
RYPJ 1/rTHRU BOLTING
(6.6 LAG BOLTS PER PILE
GUIDE)
UHMW ROLLERS
(4 PER PILE GUIDE
CONCRETE PLING (IYP
(ALSO FOR PIPE PILE US
ROLLER STYLE PILE GUIDE _ CONCRETE PILING (TYP.)
(TYPJ Ur LAG BOLTING (ALSO FOR PIPE PILE USE)
(6-8 LAG BOLTS PER PILE
GUIDE)
i
BUOYANCY COMPENSATIUN 1717
FLOATATION MODULE ON
ENDS OF ALL FINGER PIERS DETAIL 2-C
INTERIOR ROLLER PILE GUIDE SCALE: 3/8" = V.0"
FINGER PIER
40 TORSION
BEAM (TYP.)
(2) 2x10 MECHANICALLY
LAMINATED BEAM (TYP.)
1/r THIIU BOLTS (TYP.)
(4 PER OUSSM
1'-ss•
LSxISxi/4 ANGLE
GUSSET (TYP.)
(2)2x6 LEADER BLOCK
NOTE SOME TYPICAL 112" THRU BOLTED TO
FRAMING AND BOLTING GUSSET FRAME
NOT SHOW FOR CLARITY
DETAIL 2-D (A 2x10 MW4ANECALLY /
SCALE: 9. 1/2" = 1'-0" LAMINATW BEAM (TYPJ
MAIN DOCK
1/2` THRU BOLTS (TYPJ -�
(4 PER GUSSET)
1.5xLSxL4 ANGLE
GUSSET(TYP.)
DROP PANEL (TYPJ
FINGER PIER
\ NUTSAND WASHERS
} COUNTERSUNK INTO
/ TORSION BEAM
(A2L6 LEADER BLOCK
THRV BOLTED TO -"
GUSSET FRAME
4.4 TORSION
BEAM (TYP.)
GUSSET DETAILS PROFILE VIEW
404/4 ANGLE HINGE
BRACKET (TYP.) WITH
112` )HRU BOLTING
(PAT,)
1/2" THRU BOLTS (TYP.)
(2 PER CROSS BEAM)
1/2" THRU _
BOLTS (rvPJ
Dupe vwJ•�
_ 4xl TORSION _
BEAM (TYPJ
1/2- LAG
BOLT (TYP.)
vo
" 3/B' LAG BOLT (IYP.�
\
CONNECTION PLATE WITH
1/2-THRU BOLTING JI
(4.6 PER FLOAT)
4x6 CROSS
l/i'" THRU BOLTING CENTERED ON
OUTSIDE BAND
(MIN. 4 PER BEAM)
BEAM (TYPJ
OUTSIDE RAND CONNECTIONS
(3 PER PLATE)
CONNECTION
FLOATATION (TYPJ
1
CONNECTION PLATE ATTACHMENT DETAIL CROSS SECTION A -A
SCALE: 1" = 1'-0"

FINGER PIER
r 2z4 SLEEPER (IYPJ
3z3z3/16 ANGLE
BRACKET (TVP.) WITH .. _....-__�
1/2' THRU BOLTING r+
UHMW RUI PLATE /
HOOP STYLE PILE GLIDE
ITYPJ WITH 1/2' THRU 1
BOLTING (4 BOLTS PER
PILE GUIDE)
TIMBER PILLING (TYP) 4z6 CROSS /
BEAM (1YP.)
1z6 IN p BLACK I ,It I I pT
DETAIL 2-A
EXTERIOR TIMBER PILE GUIDE SCALE: 3/8' = 1''0"
3z3z3/16 ANGLE
BRACKET MO.) WITH
1/2" THRU BOLTING
2z4 SLEEPER (TVP.)
ROLLER STYLE PILE GUIDE
(TYP.) L/2'THRU BOLTING/
LAG BOLT COMBINATION
(6-8 BOLTS PER PILE GLRDE)
UHMW ROLLERS -�`
(4 PER PILE GUIDE)
1
a
/
CONCRETE PILING YPJUSE
4z6 CROSS
� L
/
E
(ALSO F00. PIPE ►LLE USE)
BEAM (TYP.)
I
DETAIL 2-B
EXTERIOR ROLLER PILE GUIDE
SCALE: 3/8" - V-W
3z3z3/16 ANGLE
2z4 SLEEPER (TY/J
8RACKET(TY1.) WITH �\
112' THRU BOLTING
ROLLER STYLE PILE GUIDE
(TYP.) V2'THRU BOLTING _
(6-8 LAG BOLTS PER PBE r e
GUIDE
UHMW ROLLERS
(4 PER PILE GULDEN 9
P
t t „
4.6 CROSS
CONCRETE PILING (ryP.)
BEAM (TYP.)
(ALSO FOR PIPE PILE USE
ROLLER STYLE ►ALE GUIDE _
(TYP.) 1/2' LAG BOLTING
CONCRETE PILING (TYPJ
(ALSO FOR PIPE PILE USIA
(6-8 LAG BOLTS PER PILE
GUIDE)
�..
BUOYANCY COMPENSATION
FLOATATION MODULE ON
ENDS OF ALL FINGER PIERS
DETAIL 2-C
INTERIOR ROLLER PRE GUIDE
SCALE: 3/8' • V-0"
40 TORSION
BEAM (TYP,)
(2) 2xlO MECHANICALLY
LAMINATED BEAM (TYPJ
1/2' THRU BOLTS (TYP.) vI
A PER GUSSET)I.SzL5zy4ANGLE
GUSSET (TYP.)
RIM LEADERBLOCK
NOTE SOME TYPICAL 1/2' THRU BOLTED TFRAMING
AND BOLTING GUSSET FRAMENOT
SHOWFORCLARITYDETAIL
2-D (2) 2/
SCALE: 1 1/2" = V-0" LAMINATED BEAM MP.)
MAIN DOCK
1/2" THRU BOLTS (TYPJ -�
(4 PER GUSSET)
1.5z1-Sz1/4 ANGLE
GUSSET (TYP.)
DROP PANEL (IYPJ
FINGER PIER
\ NUTSAND WASHERS /
} COUNTERSUNK INTO
/ TORSION BEAM rm
(2)L6 LEADER BLOCK
THRU BOLTED TO
GUSSET FRAME
4.4 TORSION
BEAM MP.)
GUSSET DETAILS PROFILE VIEW
4Xhl/4 ANGLE HINGE
9RAC91T CTYPJ WITH L2- THRU BOLTS CTYP.) 1/2' THRU _ 4KA TORSION _ 1/2' LAG
1/2' 1 MRU BOLTING (2 PER CROSS BEAN) BOLTS (TYPJ DBCKING (TYP.) IEAM RYPJ BOLT (TYPJ
IFAT,If-
I„
" 3B' LAG BOLT MP.) , CONNECTION PLATE WITH 112" THRU BOLTING J I
(4.6 PER FLOAT) 4'6 CROSS �\ U2" THRU BOLTING CENTERED ON \ OUTSIDE BAND (MIN. 4 PER BEAM)
BEAM (TYP.) OUTSIDE BAND CONNECTIONS CONNECTION
0 PER PLATE)
FLOATATION MP.)
CONNECTION PLATE ATTACHMENT DETAIL
I
N
i
CROSS SECTION A -A
SCALE:1' - l'-O' I
I

PILE RETAINER LOCATIONS AND QUANTITIES SHOWN FOR ESTIMATING PURPO
BELLINGHAM MARINE HAS NOT PERFORMED ANY PILE DESIGN ENGINEERING S
BELLINGHAM MARINE RECOMMENDS RETAINING A PROFESSIONAL ENGINEER'
ANCHOR PILE DESIGN SERVICES PRIOR TO CONSTRUCTION.