20190745 Ver 3_CAMA Permit 561- Request for Modification- Dock Reconstruction Packet_20201109

:f!--i
4.
yy C:
'fs ,isrw 'iZ::
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER J.ERIc BOYETTE
GOVERNOR SECRETARY
October 23, 2020
Stephen Lane
Coastal Management—Transportation Projects
NCDEQ
400 Commerce Avenue
Morehead City,NC 28557
Mr. Lane,
The North Carolina Department of Transportation(NCDOT) Ferry Division is requesting a
modification for CAMA Major Permit No. 561. During Hurricane Isaias the dock at the Southport
ferry terminal was heavily damaged by the storm surge.Boards and pilings were warped or broken,
and it was determined that the amount of damage warranted complete dock replacement.
The wooden dock connects to the ferry ramp and is used to tie up vessels when they are not actively
making runs. It extends 17' 6"to the southeast of the ramp before making a 90 degree turn to the
northeast and running parallel to ramp for approximately 47'. It then makes another 90 degree turn
to the southeast where it runs perpendicular to ramp for approximately 105'. This footprint would
be retained with only minor dimensional modifications occurring.It would be raised 18"from its
current height in the 105' section to account for future storm surge. Therefore,the slope of the
parallel section would be altered slightly to account for this modification.24 new treated timber
piles would be used to support the structure, and would all be placed within 1' of where the current
piles are located.No concrete would be required for this project.The attached drawings contain
details for each section.
Please use WBS# 16616.1170010 for any applicable fees.A hard copy of this letter will be mailed
to your office in Morehead City,NC.
If you have any questions or need any additional information,please contact me.
Sincerely,
47 dA4
Brian Doliber
Environmental Specialist
Ferry Division
252 232 8025 mobile
252 621 6251 office
Mailing Address_ TELEPHONE:[phone]
NC DEPARTMENT OF TRANSPORTATION
NCDOT FERRY DIVISION CUSTOMER SERVICE: 1-877-368-4968
159 LUCINDA LANE
POWELLS POINT,NC 27966 WEBSITF.:NCDOT.GOV

bcdoliber(a�ncdot.gov
159 Lucinda Lane
Powells Point,NC 27966

-111%- - - — - NORTH c
Southp o
z
Restricted
mo R..-
N.
I
�F�rOFTRANSeO
` ."...Mk Cl
Oaf
tevil le
Jacksonville
�, VJilmin gta
coi l Southport
. . Esri,HERE,Garmin,(c)
OpenStreetMap contributors,
• and the GIS user community,
iko . .
.......
._ .
% \ \ Ferry Dock
W PIP
N
ir...ovoit .
(NIQ
Z
o iii
co a
o its
1 l Ferry Operations Building a
411 If
ilr-
t , _ %1I1
III
•, +. c
4111, C o
(\it E
• a1 0
m
N ru
C>Q c
Ut
co
Id o• o CIWi4�A'E c'2) N
Z
j Y o_ CU
s II
CDcv, o
Feet
V 7
0 40 80 160is. s
It it L m
rr t 7
1 :79 feet Egi,HERE,@armin,CD Open-treetiMap OOnt ibutors, ]t[IIG lag eommunit o lE D (the
,OGOBA E 0 z°
Geogr.phies,CHLENAITEM CRo JMIDA° MA AereGRIDD,MI giii oI tiiO Qin bm uu u iD 5 ;

)
-•?t,-, , •
.e.'
.:--,-
, .
••
. .
..\
N. •
.r. A' .
. ....,
tr4_ v.
- ..._
\
-__-_ -7!"-- r-
...., ,_- -.1- r • —' ii,-
... ... _
. •
.-7:.---..:•..ci.t•• .
. .
. ....
•-..._.-__ _
. •
• .
..,._' ' . A."i:A:'•:.4i, tt.f.--4eiw.$:,:: . fl------- t 4 . -_.• . .:::„
. . ...„.,,._,..:,:••• _..... ,...,•,,...„. v• ,„....,....,... A....••:V.A.".,q,........:,.. ...p, 4,
...-.. , ..„-• ... , . .....74". .rk.-A.,6,,4,,NA::.:.t.-.-, ..-%,1,-.21,,i;i1,.4._..rz
•,-.- _, A,. . . - .•.-._:,:,..'„,,of ..itz.kg'...,:.+ etraz4.•ki , .!V&',:. 'r
let,
. ... _
, ...
. • \
-
, . - •
..... ., ... .
-.! ': ;--.- -:._.':...-$'T4r.'''''' •-. ...iAT..-", (4.• ,)4,-.1%.. : -r';4-‘:•:1,....'''...: .,
- .
4,,i,.‘e• .-.•:-•.*•,'-iW .-"cc. •i;,ii!.: 1 ,,.''. ,...k'' '. ._,-4A: ''.4iiiii--- • .
.-.4-:•.r- • '-'.. •-' '4411r . ,t).- ._' '
'-;111..1111111111.: .... i
..!,..
.._
.,. ...-.) , trieli • ....4.
,...
•
.. -., .
..... s _
. .
. .
_ ..• .
••••••.,.. . fr . ' , - .....
•
-, ,.-...
...•
. •-.
, ... .._. ...-
...
•
v
. . ._
... ... , . . ..
.4.-C.-- . .- - .r •• •, - ...
..i. .1!..:, - -'.r: T - • -..1.•:-.• •:'. I '•
...
.. .....
1. .... ..-
_'i.,.r,44,iv,1„..,..• .••-1-- -,.
_ ..
0. . .
. .,
"Ns, •
• Vir ''tth
-',...
•
. .
•
. .-

r A -
. . -174r ..t• A .
. • . is-,41 IN. .
..,
. 40 • .. g . ... ''. ' .
" 441 4- ' • 4*:4" ' • :41.L_...41111t414.1h.' py:
.0..;. ,t . ...-...r, .. .vjo. ..•
- • :-..?.•ie, -..... , ••••
.. , . L -
kr Lif.Z.:4vt,ii . A Is, ., ., •7•S'5';', -
•7" 1 1.- y• , ,..• '
_.._... •• 1
't , F o'•'• ."•
IL I ' 110. IP igifig+
" • - .-- 1:....11011ri. ' - . ••' -'-.-
. . ...„,..... .. .r.•
.
. ._
.1
•
• •44411 , :z.... .
r _ • :„.
pl- . ,
.,. _ ,
Alk•• •
. .1 'le. ' i
0 II. . .
......111416.
114 - •-—-
''• i ' 7..111'..•
.... i . it ' •..
:.•!.... , i
-- ' II
. . .
1 1111111111111

11111101- - ipiiiiiithp- . -- wint- , , 4 1 ..., at .,.._
• Ea • v
•
! . . ____ ,„,... _ _...-__ _ ._
ii
w i f
T
• i lail` N _ ___ _.,,. _
1 % r :- : '
f

102'-11/2"
102'-0"
53/4" 17'-0"(SPAN E) 17'-0"(SPAN F) 17'-0"(SPAN G) 17'-0"(SPAN H) 17'-0"(SPAN I) 17'-0"(SPAN .1) 53/q"
o� m. w� _ F _ F
PIER m TIMBER LIGHT POLE BY OTHERS
BASELINE "C" O l� p p SEE DETAIL "A"SHT.S FOR
n N ATTACHMENT TO TIMBER PILE
- - - — - - - -f - - - - - - - - - - - - - 1 - - - - -- IL.
+ �1 a (TYP.)
hi hi
z z A A J
m W
a w BENT 7 BENT 8 BENT 9 BENT 10 BENT 11 BENT 12 BENT 13
// RAMP
� m o
D L].
w ) PIVET BENT a
a I!'
o I Ni
rr
- I -I 1_ - -- - - -�-- PIER Q
- - - BASELINE "B"
al
Z
a.
I H W
N) i0 t0I
a TIMBER LIGHT POLE BY OTHERS NOTES.
SEE DETAIL "A"SHT.S- FOR 0 n °
z ATTACHMENT TO TIMBER PILE I a TABLE OF ELEVATIONS
1-1° � BENT TOP OF DECK TOP OF CAP
Ncc
"' 1 10.250 9.000
Lu
a 1 G G C C - 2 10.250 9.000
V
oI- 90°00'00" � 7 :
3 10.250 8.042
_90°00'00" T (TYP.) v -Lu
I m 4 10.209 8.964
(TYP.)
I, 5 9.151 7.906
�— - - - - - -- --,_- -J_1—
r I 6 8.089 6.844
-- ---------------- - �CL PIER BASELINE "A" 7 8.062 5.854
IA .�
C RAMP r �� - 4 j 8 - 13 8.062 6.810
BENT 3 0:1
A I A
il
/IL.L. 12'-9"
(SPAN A) (SPAN B)
BENT 1 BENT 2 I BENT 3
I25'-3" ..i
(TO PIER BASELINE "B") PLAN PROJECT NO. 16616.1170010
BRUNSWICK COUNTY
BRIDGE NO. 209
SHEET OF
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
RALEIGH
UTILITY PIER FOR
SOUTHPORT
FERRY BASIN
REVISIONS SHEET NO.
DRAWN BY - DATE -
DOCUMENT NOT CONSIDERED N0. BY,
DATE: NO. BY: OATS: S-01
CHECKED BY : - DATE : - FINAL UNLESS ALL 9 3 SHEETS
SIGNATURES COMPLETED 2 4
18-SEP-2020 09:41
S:\DEV\AII Individual Folders\RIckP\090209\DEV_SMU_Utility_Pler_090209.dgn
rDutek

SPAN E SPAN F SPAN G SPAN H SPAN I SPAN J
BENT 7 BENT 8 BENT 9 BENT 10 BENT 11 BENT 12 BENT 13
103'-0"
31'-111/2" 8'-6/2" 41'-51/2" 8�-61/2" 12'-6" N.
C
2%4" 5'-7" 5'-7" 5'-71/4" 5'-2%4" 4'-9" 4'-9" 2%4" 23/4" _ 4'-9" 4'-9" 5'-6" 5'-6" 5'-6" 5'-6" 4'-9" 4'-9" 23/4" 2%4" 6'-01/4" 6'-01/4„ 23/4„
±
of r 1 yyr F ( 1 r 1l 1
,Y � r-, lI II � 1 1iT, T
�'�r 1 T T 1 A A
r---,
N ' -�r - -�r1 -—-—- - -ram• - - -.,.-��Y-- - - - �� ram O N -Co
Co .7- '
►1 I I ` I - _I I ,1r-ii i
C PIER BASELINE "C" r -- - - A 11 6d it 1 I 1 W `} ! 1 1 1 1 1 r r
z
02 N 4 9 6"X 6"RAIL POST ,,,1G TYP.)
BACKER BLOCK (TYP.) —6"x 12"JOISTS
5'-11" 5'-11" 5'-11�4"► 23A"
(TYP.) FLOORIN
SEE DETAIL ��D"
C PIER BASELINE "B" D 4"X 6"RAIL SHT.S-
z POST (TYP.)
o a
Un N 13 - 4"X 6"RAIL POSTS CO 5'-8"CTRS.
6"X 8"JOIST ►
CLEAT (TYP.)
CORED SLAB APPROACH RAMP
NOT SHOWN FOR CLARITY - i I °' z
12"X 12"BENT "' m
CAP (TYP.)
in as,
6"x 12"JOISTS "'
in
TIMBER LIGHT POLE BY OTHERS (TYP.)` a
AT BENT 2,AND BENT 13 . N
SEE DETAIL "A"SHT.S- FOR
ATTACHMENT TO TIMBER PILE I
Tz
23/4" 5'-8"
N r in
z
A A N / m
F- o V 1 ,TiI I L I o/ t
1 r
V
r r r _Nf 1 N r
V
`
N 23/4"t....5'81/4"
5'-8" 5'-81/4"yI 234" Ni r it
17'-6" ...-
C PIER BASELINE -A" SPAN AB
BENT 1 BENT 2 BENT 3
PLAN PROJECT NO, 16616.1170010
BRUNSWICK COUNTY
BRIDGE NO. 209
SHEET OF
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
RALEIGH
UTILITY PIER FOR
SOUTHPORT
FERRY BASIN
REVISIONS SHEET NO.
DRAWN BY - DATE -
DOCUMENT NOT CONSIDERED NO. AT: DATE: NO. AT: DATE: S-02
CHECKED BY : - DATE ; - FINAL UNLESS ALL 1 3 TOTAL
SHEETS
SIGNATURES COMPLETED 2 4
18-SEP-2020 09:42
.\DEV_SMU_Utility_Pler_090209.dgn
rputek

2"X 6"TOE GUARD
BLOCK (TYP.)
2"X 6"TOP
4"X 8"FLOORING— RAIL (TYP.)TYPJ 2"X 6"RAILING
TYP.) 6"X 6"TOE
GUARD (TYP
EXIST.ASPHALT 42"X 96"NON-SKID
WEARING SURFACE RAMP
I
4"X 6"RAIL
EXIST.CORED POST (TYP.)SLAB UNIT (TYP.)� o 0 0
o a o /o
I
1 %✓ \ ,
12"X 12" + % 12"X 12"
UNKNOWN '� BENT CAP �� FILLER CAP
UTILITIES 6"X 12"
±
12"X 12" JOISTS 12"X 12"
jBENT CAP BENT CAP
EXIST.BENT CAP J MEAN HIGH TIDE
1ELEV.= 2.5
—‘i,— L,i,_ j_,,_ --v— --v—
I I
1
PROPOSED
�/ 12"0 PILE
(TYP.)
EXIST.12"SQUARE
CONCRETE PILE (TYP.) 12' 9" �� 7'-6"(SPAN A) �� 8' 6"(SPAN B)
25'-3"
(TO PIER BASELINE "B")
RAMP BENT 3 BENT 1 BENT 2 BENT 3
*UNKNOWN UTILITIES IN THIS AREA AND
OTHER AREAS OF THEEXISTING UILITY ELEVATION VIEW A-A
PIER.THE CONTRACTOR IS RESPONSTIBLE FOR
THE IDENTIFICATION OF TYPE,AND LOCATION
OF EACH UTILITY FOUND. (ALONG PIER BASELINE "A")
�C PIER BASELINE "A" 4"X 8"FLOORING �C PIER BASELINE "C"
(TYP.) 2"X 6"RAILING
® TYP.) R"I 6"TOP
RAIL (TYP.) 6"X 6"TOE
GUARD (TYP.)
4"X 6"
RAIL POST
I �� (TYP.)
o p
/ o1— ii— 1..71/IIIIIIIIMmi—j•NNNE Nimmons"
o
Ii -
V�i
0 7//.ry/.77?I.%%7g3S I,
12"X 12" 12"X 12" p
FILLER CAP o b BENT CAP JOISTS ® 12"X 12" 16 616 0117 0 010
SEE SHT.S
2"X 12" DETAIL "B' BENT CAP 12"X 12" PROJECT NO.
BENT CAP SEE SHT.S FILLER CAP
3"X 10" DETAIL "B" 13"X 12" 12"X 12" BRUNSWICK COUNTY
___---•:,-® ° BRACING (TYP.) 3"X 10' BENT CAP
+ PROPOSED 0 9 �� BRACING j SEE SHT.S BENT CAP BRIDGE NOe
12"PILE (TYPJ (TYP.)
DETAIL "C" 209
` SHEET OF
m I-
/� ~ PROPOSED �� STATE OF NORTH CAROLINA
12"� MEAN HIGH TIDE DEPARTMENT OF TRANSPORTATION
PILE (TYPJ ELEV.= 2.5 RALEIGH
3' 0" 5' 0" 14' 3"(SPAN C) 14'-3"(SPAN D)
8'-0" _
ELEVATION VIEWS
BENT 3 BENT 4 BENT 5 BENT 6 BENT 7
ELEVATION VIEW B-B
FINAL UNLESS ALL REVISIONS SHEET NO.
DRAWN BY DATE : (ALONG PIER BASELINE "B")
DOCUMENT NOT CONSIDERED NO. BY: DATE: NO. AT: DATE: S O3
CHECKED BY : - DATE - 3TOTALS
SHEET
SIGNATURES COMPLETED 2 4
18-SEP-2020 09:43
.\DEV_SMU_Utility_Pler_090209.dgn
rout ek

r C PIER BASELINE "A"
8'-0"
4'-0" 4'-0" C PIER BASELINE "C"
I
.�. 8'-23/4„
.��
1 1 2"X 6"RAILING 3
4"X 6"RAIL p 2"X 6"RAILING (TYP.) 4' 2/4, 4' 0"
POST (TYP.) 1 (TYP.) 5/8"0X 15"BOLT 4"X 6"RAIL ‘,.
W/2 OGEE WASHERS
POST (TYPJ
4"X3 �
8"
FLOORING ' 5/a"0 X 10"CTSK BOLT p
/a W/ "0 X 8"SPIKES 1 W/2 OGEE WASHERS (TYP.) — I
—gr. (TYP.) '14
As, 4"X 8"FLOORING
Ala m� 3 5/"0 X 15"BOLT
6"X 12"JOISTS 11�������� 6"X 6"TOE W YP a O X 8"SPIKES io 9 W/2 OGEE WASHERS
W/6OD NAILS UT 11 I r r �� GUARD (TYP.) — —�
1- Mit: _A—. , M 5 "d X 10"CTSK BOLT
3"X 6"TOE GUARD — , W/2 OGEE WASHERS (TYP.)
12"X 12"BENT 3OP
CK (TYP.)
FILLER CAP (TYP.) %� 5/e"X 21"BOLT /J �� _
/// W/2BOGEE WASHERS (TYP.) 11 c 7� ' 6"X 6"TOE
± i/i 6"X 12"JOISTS i �� GUARD (TYP.)
12"X 12"BENT 3 6"X 6"RAIL FILLER W/6OD NAILS — / ' >
CAP (TYP.) ,� BLOCK (TYP.) 6"TOE GUARD
o .I o 7 BLOCK (TYP.)
%"
21"BOLT
12"X 12"BENT CAP Ii
'� W/2 G1EE WASHERS (TYPJ 12"X 12"BENT 5 CAP W/2X OGEE WSHERS (TYP.)
SEE DETAIL "A„ iliil SEE DETAIL "B" /�SHT.S-7 ��' 3"X 10"BRACING SHT.S 7 6"X 6"RAIL FILLER
(TYPJ 12"X 12"BENT 0 BLOCK (TYPJ12" PILE OO °J FILLER CAP (TYP.) I— — — 3"X 10"BRACING
o OO (TYP.)
(TYP.) , 12"X 12"BENT CAP
(TYP.)
"X 21"BOLT f
W/2 OGEE WASHERS (TYP.) /�
12"0 PILE
MEAN HIGH TIDE 4j, 4W 5TYP.) "
MEAN HIGH TIDE
ELEV.= 5 5/g"ID X 19"BOLT ELEV.= 2.5
3'-6" 3'-0" W/2 OGEE WASHERS 4'-6" 3'-0"
(TYP.) 3/4"GALVANIZED CHAIN WITH EYE BOLT
6'-6" 7'-6" AT ONE END AND HOOK AT OTHER END
WITH NUT AND WASHER
SECTION C—C SECTION D—D T"YP.6"RAILING
Ater )
(BENT 4) (BENT 6)
i4
2"X 6"RAIL
CLOSURE (TYP.)
r T PIER BASELINE "C" PROPOSED UTILITY 6"X 6"TOE
PIER 3"X 6"TOE illMrGUARD (TYP.)
8'-0" GUARD BLOCK
(TYP.) i�0 0�
4'-0" 4'-0" 2'-9" —II— Cc
U/%//.D7.12M=VAM==%%VA%%==%//.%/=i/AIMF/=P
I r
n 711_111111111111111111711711111111111111�
p r:
2"X 6"RAILING
(TYPJ 5/8"pJ X 15"BOLT jpW/2 OGEE WASHERS ' II6"X 12"J 6"X 8"JOIST
I h I I (TYP.) RI CLEAT (TYP.)
W"X 38"FLOORING 5/a" X 10"CTSK BOLT CE RAMP
/af'PJ X 8"SPIKES W/2 OGEE WASHERS (TYP.)
i:c (TYP.) 'lh—.
oc I a�o� ...
Ala
�, mid 0
6"X 12"JOISTS IIII 6"X 6"TOE _II_
�1_____E�/rr GUARD (TYP.) \\\®\\'.�O`.®\`�O`..0_1\\.—
W/6OD NAILS � 1; ,. , �� �� SECTION F—F
•M=c �r ��r%C�'_�—� 3"X 6"TOE GUARD <
BLOCK (TYPJ N`/J OPENING AT BENT 12 SHOWN,OPENING AT BENT 9 SIMILAR)
5/e"X 21"BOLT \`i t i<, _Z 1
12"X 12"BENT W/2 OGEE WASHERS (TYP.) LA ,
CAP (TYP.) OO o r 1.
1
6"X 6"RAIL FILLER i,_--,_
r ' BLOCK (TYPJ1WN
UTILITOIES1661601170010
A —I c) Co 42"X 6"X 1/2"E I PROJECT NO.
1_
3"X 10'BRACING W/4 3"X 3"X 5/6"AN ES L UNKNOWN UTILITIES IN THIS AREA AND
OTHE(TYP.) A SEE ETAIL "*'SHT.S- T PIERRTHEECONAS �RACTORF THE E ISS RESPONSIBLETING YFOR B R U N S W I C K COUNTY
1--/ THE IDENTIFICATION OF TYPE,AND LOCATION
+ %"XII
W/2 21" OWASHERS
\__MEAN1OF EACH UTILITY FOUND. BRIDGE Noe 209
(TYP.) HIGH TIDE U L
LT
ELEV.= 2 5 SHEET OF
4W 0 12"0 PILE
(TYP.) STATE OF NORTH CAROLINA
3'-0" 3'-0" 2'-7" 10'-2" DEPARTMENT OF TRANSPORTATION
N RALEIGH
6'-0"
SECTION E—E TYPICAL SECTIONS
(BENTS 8 THRU 13,BENT 5 SIMILAR)
SECTION G—G
(BENT 1)
REVISIONS SHEET NO.
DRAWN BY - DATE -
DOCUMENT NOT CONSIDERED NO. AT: DATE: NO. BY: DATE: 5-04
CHECKED BY : DATE : - FINAL UNLESS ALL 1 3 EAL
SSHHEETS
SIGNATURES COMPLETED 2 4
18-SEP-2020 09:44
.\DEV_SMU_Utility_Pier_090209.dgn
rputek