HomeMy WebLinkAboutHatteras March Event 2/23/2024HATTERAS INLET MAINTENANCE PROJECT
DARE COUNTY, NORTH CAROLINA
SHEET INDEX
1 COVER SHEET
2 PROJECT OVERVIEW
3 CONNECTOR CHANNEL PLAN VIEW
4 WESTERN CONNECTOR CHANNEL CROSS SECTIONS
5-6 EASTERN CONNECTOR CHANNEL CROSS SECTIONS
GENERAL NOTES:
1. COORDINATES ARE IN FEET BASED ON NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN
DATUM 1983, (NAD83)
2. ELEVATIONS ARE REFERENCED TO MLLW. PERMITTED DREDGE DEPTH IS RELATIVE TO THE MLW DATUM BEING
APPROXIMATELY 0.08' ABOVE MLLW PER NOAA PID EX0400.
3. DATE OF AERIAL PHOTOGRAPHY: CS-1, PV-1 AND PV-2, 2020 NAIP IMAGERY.
4. SURVEY DATA COLLECTED BY USACE WILMINGTON DISTRICT, NOVEMBER 06, 2023.
5. BATHYMETRIC CONTOURS REPRESENT THE CONDITIONS OF THE CHANNEL ON NOVEMBER 06, 2023 AND SHOULD
NOT BE RELIED ON FOR NAVIGATION PURPOSES.
LEGEND
0 7500 15000 CROSS SECTION LINE
GRAPHIC SCALE IN FT HAT-03-V-18 HATTERAS INLET BORINGS 2003 AND ID
NEARSHORE DISPOSAL AREA
SUBMERGED AQUATIC VEGETATION AND 100 FT. BUFFER-2023 CPE SAV SURVEY.
R ,LEIGH
P�o\ZNP CAPE HATTERAS
CHARLOTTE �0��� PROJECT LOCATION SUBMERGED AQUATIC VEGETATION AND 100 FT. BUFFER-2019/2020 APNEP SAV SURVEY
s
JACKSONVILLE• MOREHEAD CITY
CAPE LOOKOUT
- - - - - NO -DREDGE AREA (100-FOOT BUFFER ON CABLE CROSSING)
N.T.S. CAPE FEAR
ASBUILT EXISTING CABLE ROUTE (CALDWELL CABLE VENTURES)
ATLANTIC
OCEAN
+0.52' MHW
.......—..—..—........ .....
+0.41' NAVD88
+0.08' MLW
+0.00' MLLW
TIDAL DATUM
REFERENCE,
TIDAL DATUM REFERENCE BASED ON NOAA TIDE
STATION ID 8654467 EPOCH 1983-2001"
EXISTING CABLE ROUTE (UTLITY ELECTRICAL CONSULTANTS, PC)
ASBUILT NEW CABLE ROUTE
—
CARD
Z. OF ss
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J I SHEET 1 OF 6
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PAMLICO SOUND
N 54
PROPOSED WESTERN
CONNECTOR CHANNEL
NO -DREDGE AREA (100-FOOT
BUFFER ON CABLE CROSSING)
1 - -II
WON
IN 537000
IN 532000
m
PERMITTED CONNECTOR
CHANNEL CORRIDOR
I -V-160
HAT-03-V-17
0 HAT-03-V-15
0 -V-18
0
\ HAT-03-V-19
CRACOKE
ISLAND
LIFE SAVING STATION
AVOIDANCE AREA
AVOIDANCE AREA
(NOT CLEARED FOR CULTURAL RESOURCES)
NEARSHORE DISPOSAL
LOCATION
PROPOSED EASTERN
CONNECTOR CHANNEL
v v
HAT-03-V-90
p
CHARTED WRECK
AVOIDANCE AREA HAT-03-V-10
0 HATTERAS
0 HAT-03-V-11
0 0 OHAT-03-V-12
HAT-03-V-14 HAT-03-V-13
HATTERAS
INLET
0 1000 2000
GRAPHIC SCALE IN FT
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SHEFT 2 OF 6
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PROPOSED WESTERN
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CHANNELCORRIDOR i-
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4 0 600 1200 " NOTE:
/ DPAWING NO.
1. ELEVATIONS ARE REFERENCED TO MLLW.
t GRAPH I C PERMITTED DREDGE DEPTH IS RELATIVE TO PV-2
I THE MLW DATUM BEING APPROXIMATELY
0.08' ABOVE MLLW PER NOAA PID EX0400. 6xEU 3 OF 6
BOTTOM OF CUT/CHANNEL
COORDINATE TABLE
POINT ID
FASTING
NORTHING
ELEVATION
a
2960439.74
544826.92
-11.92
b
2962073.65
544409.89
-11.92
c
2962898.23
543954.62
-11.92
d
2962682.23
543845.43
-11.92
e
2961999.39
644222.43
-11.92
f
2960390.28
544633.13
-11.92
g
2963328.70
543687.90
-11.92
h
2963834.89
543212.76
-11.92
i
2964112.19
542487.22
-11.92
j
2964475.03
541928.53
-11.92
k
2964907.11
641667.90
-11.92
�
2964776.89
541406.10
-11.92
m
2964322.97
541795.47
-11.92
�
2963932.93
542396.04
-11.92
0
2963664.49
643098.40
-11.92
b p
2963150.81
643680.60
-11.92
CROSS SECTION A -A'
rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrwrrwrrwrrwrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrr.
rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrr.
1 1 rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr.
1rlrTTllrrTTllrlrTTllrrTTllrlrTTllr rTTllrlrTTllrrTTllrlrTT\�rrTT\�rlrTT\�rrTT\�rlrT T\�rrTT\�rlrTT�
1 1: rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrYrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrYrrrrrrrrrrrr.
rrrrrrYrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrr.
rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrr.
rrrrrrrrrrrrrrrrrrrr rrrrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrr.
rrrrrrrrrrrrrrrrrrrr • 1. 1 rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr.
rrrrrrrrrrrrrrrrrrrr _ rrrrrrrrYrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrYrrrrrrrrrrrr.
• rrrrrrrrrrrrrrrrrrllr � rrrrrrrrYrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrYrrrrrrrrrrrr.
r rrrr rrrrrrrrrrrrrrrrrr �r rrrrrrr Yrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr Yrrrrrrrrrrrr.
'\rrrrrrrrrrrrrrr� rrrr r����_—-_—��rr�����rrrrrrrrrrrrrrrrl•rrr��------rrrrrr...
rr��rrrlirrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrllrrrrrrrrrrrrrrrrrrrrrrrrrrr�rrrrrrrrrrrrrrrrrrrrrrrr.
rrrr�r rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr Jrrrrrrrrrrrrrrrrrrrrrrrrrrrr\ �rrrrrrrrrrrrrrrrrrrrrr.
� rrrr\���rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrYrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr\�rrrrrrrrYrrrrrrrrrrrr.
rrrrrrrrrrrrrrrrrrrrrrrrrrrr�r rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr-r�rr�rrY�rrrrrrrrrrr.
rrrrrrrrrrrrrrrrrrrrrrrrrrrr GL
rrrrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrr.
1 rrrrrrrrrrrrrrrrrrrrrrrrrrr
1 11 11 11 11 11 11 11 11 11 • 11 1 11 11 11 11 11 11 11 11 11 • 11 1 11 11 11 11 11
CROSS• •
MHWEL 1
-==NOVEMBER 06,2023
EXISTING GRADE
-12
-20
CHANNEL
WIDTH 200'
20
-150 -100 -50
B'
4
0
-4
-8
3 -12
TARGET AD EL. =-11.92' MLLW
AD EL. =-11.92' MLLW -1 C
I 1 1 1 -20
Ct 50 100 150
DISTANCE ALONG PROFILE (FEET)
WESTERN CONNECTOR CHANNEL.
W
W
LL
3
Z
0
a
W
J
W
4C
0
-4
-8
CROSS SECTION C-Cl
A -A'
1:
MLW EL.
wfiIIIIIIIIIIIIIII
esIIIIIIIIIII
����i
NO DREDGE AREA
4
0
-4
-8
-12 -12
TARGET AD EL. =-11.92- MLLW
-1 G MAXIMUM AD EL.=-11.92' MLLW -1
CHANNEL
WIDTH 200'
20 -20
-150 -100 -50 CL 50 100 150
DISTANCE ALONG SECTION (FEET) 1. ELEVATIONS ARE REFERENCED TO MLLW. PERMITTED DREDGE
DEPTH IS RELATIVE TO THE MLW DATUM BEING APPROXIMATELY
0.08' ABOVE MLLW PER NOAA PID EX0400
2. MAXIMUM AD EL. OF-11.92' MLLW SHOWN ON CROSS SECTIONS
IS EQUAL TO-12.00' MLW PER NOAA PID EX0400.
DISTANCE ALONG SECTION (FEET)
011MM
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SXEET 4 OF 6
g
a
a
R
e
e.
(0+00 TO 13+00) CROSS SECTION D-D'
d
z
z
H
4
4
m
LULU
z
LL
0
0
p
_ d
-4
mmmmmmmm m mmmmmmmm
-4
W
8
2
-8
8
0
-12
—42
F
W 8
a
16
-16"9m
F C 0. W
>
20
dErc��'
LU
+p� 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00
13+000
f ti o o
i imz16
0 �5
NO DREDGE AREA
DISTANCE ALONG SECTION (FEET)
EASTERN CONNECTOR CHANNEL.
o
€
(13+00 TO 27+40) CROSS SECTION D—D'
gsa
G—G'
D
F-
4
4
6�
N„
eo
S
W MHW EL. +0.52'
LL
0
MLW EL. +0.08'
_
0
'e�
w�
-4
4
J
� 8 _8
G GRADEp
-12
- - - - - - -
-
-12
w
-16 MAXIMUM AD EL. _-11.92;:NOVEMBER06,2023
TARGET AD EL. _ -11.9z MLL -16
W
2
0
2
° LU
3 +00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00
27+00
28+00
5
w0 w
i z z
i x ,
-u g
DISTANCE ALONG SECTION (FEET)
`�.``��N...... ',.,
ME I
EASTERN CONNECTOR CHANNEL.
, 2oFEss�°p91y ';
GNU 8
SEAL _o
N
= i 048852 1 _
w
1 ED TO MLLW. PERMIT -FED DREDGE
IONS ARE CMLW
TIS
DPr1WING NO.
DEPTH RELATIVE TOTHE DATUM BEING APPROXIMATELY
0.08' ABOVE MLLW PER NOAA PID EX0400
%9Qq�NGINE�e';�5�i
''� `
TAFf `
//\p
�/c
XS-2
2. MAXIMUM AD EL. OF-11.92' MLLW SHOWN ON CROSS SECTIONS
\\`
IS EQUAL TO-12.00' MLW PER NOAA PID EX0400.
SHEET 5 OF 6
5Il�l9l�lrrTT�1�rTT
�1rrTT�1�rTT�1rrTT�1�rTT�1rrTT�1�rTT�1r!
rrr�rrrrr�rrrrr�rrrrrrrrrrrrrrrrrrrrrrrrrrrr
CROSS SECTION E-E'
4 E D-D' E' 4
MHW EL. +0.52'
O— — — — — � — — — — — — — — — 0
MLW EL. +0.08'
EMBER 06, 2023 NOVEMBER
GRADE
-8 1 wl _8
-12 -12
TARGET AD EL. =-11.92' MLLW
-16
MAXIMUM AD EL.=-11.92' MLLW d -16
CHANNEL
WIDTH 200'
-20 -20
-150 -100 -50 50 100 150
DISTANCE ALONG SECTION (FEET)
CROSS SECTION F-F'
4 F D-D' F' 4
MHW EL. +0.52'
0 0
H MLW EL. +0.08'
W
W
LL
' -4 NOVEMBER06.2023 -4
EXISTING GRADE
o -8 -8
-12 -- -- — -- 3 -12
W TARGET AD EL. =-11.92' MLLW
-16
MAXIMUM AD EL.=-11.92' MLLW -1 c
CHANNEL V
WIDTH 200'
-20 -20
-150 -100 -50 50 100 150
DISTANCE ALONG SECTION (FEET)
CROSS SECTION G-G'
G D-DI
_
4
4
MHW EL. +0.52'
O
0
W
MLW EL.+0.08'
W
LL
3
-4
-4
J
J
�
O
p
-8
NOVEMBER 06, 2023
-8
W-12
EXISTING GRADE
-
3
=
__�--
-12
J
W
MAXIMUM
AD EL. _-11.92' MLLW
TARGET AD EL. =-11.92'MLLW
_16
-16
CHANNEL
WIDTH200'
-0-20
GG-150
-100 -50 50 100
150
DISTANCE ALONG SECTION (FEET)
1. ELEVATIONS ARE REFERENCED TO MLLW. PERMITTED DREDGE
DEPTH IS RELATIVE TO THE MLW DATUM BEING APPROXIMATELY
0.08' ABOVE MLLW PER NOAA PID EX0400
2. MAXIMUM AD EL. OF-11.92' MLLW SHOWN ON CROSS SECTIONS
IS EQUAL TO-12.00' MLW PER NOAA PID EX0400.
1CA!=O
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