91-18 Carteret County Plans

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PuST=FLv 'IENC E '�ENuU 1ISHMENT PRuJEtoT
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CARTERET COUNTY, NORTH CAROLINA
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INDEX OF DRAWINGS
SHEET NO.
SHEET TITLE
G-001
COVER SHEET
G-002
INDEX OF DRAWINGS, LEGEND, ABBREVIATIONS, AND GENERAL NOTES
C-100
PROJECT MAP AND KEY PLAN
C-101
PROJECT STAGING, ACCESS AND SURVEY CONTROL PLANS
C-102
ODMDS BORROW SITE DREDGE PLAN
C-103
BOMBS BORROW SITE VIBRACORE SUMMARY TABLE
C-104
ODMDS BORROW SITE DREDGE SECTIONS
C-110
REACHES 1 AND 2- SHEET 1 OF 5
C-111
REACHES 1 AND 2- SHEET 2 OF 5
C-112
REACHES 1 AND 2- SHEET 3 OF 5
C-113
REACHES 1 AND 2- SHEET 4 OF 5
C-114
REACHES 1 AND 2- SHEET 5 OF 5
C-115
REACH 3 - SHEET 1 OF 1
C-300
BEACH RENOURISHMENT TYPICAL SECTIONS
C-301
RENOURISHMENT SECTIONS - SHEET 1 OF 18
C-302
RENOURISHMENT SECTIONS - SHEET 2 OF 18
C-303
RENOURISHMENT SECTIONS - SHEET 3 OF 18
C-304
RENOURISHMENT SECTIONS - SHEET 4 OF 18
C-305
RENOURISHMENT SECTIONS - SHEET 5 OF 18
C-306
RENOURISHMENT SECTIONS - SHEET 6 OF 18
C-307
IRENOURISHMENT SECTIONS - SHEET 7 OF 18
C-308
RENOURISHMENT SECTIONS - SHEET 8 OF 18
C-309
RENOURISHMENT SECTIONS - SHEET 9 OF 18
C-310
RENOURISHMENT SECTIONS - SHEET 10 OF 18
C-311
RENOURISHMENT SECTIONS - SHEET 11 OF 18
C-312
RENOURISHMENT SECTIONS - SHEET 12 OF 18
C-313
RENOURISHMENT SECTIONS - SHEET 13 OF 18
C-314
RENOURISHMENT SECTIONS - SHEET 14 OF 18
C-315
RENOURISHMENT SECTIONS - SHEET 15 OF 18
C-316
RENOURISHMENT SECTIONS - SHEET 16 OF 18
C-317
RENOURISHMENT SECTIONS - SHEET 17 OF 18
C-318
RENOURISHMENT SECTIONS - SHEET 18 OF 18
C-601
CONSTRUCTION BASELINE WORK POINT TABLES
LEGEND
EXISTING PROPOSED
- - - - - - - - MEAN HIGH WATER LINE - - - -
- - - - - - MEAN LOW WATER LINE - - - - -
- - - - MEAN TIDE LEVEL LINE - - - - -
---------- PROPERTY UNE
MAJOR CONTOUR
MINOR CONTOUR
FILL SLOPE LIMIT -
FILL SLOPE BREAK -
CONSTRUCTION BASELINE WORK POINT
NGS STATION
NAME
ABBREVIATIONS
0
WP-AN
CY
CUBIC YARDS
No.
NUMBER
FT
FEET OR FOOT
BONDS
OFFSHORE DREDGE MATERIAL
MHW
MEAN HIGH WATER
DISPOSAL SITE
MEW
MEAN LOW WATER
TYR
TYPICAL
MTL
MEAN TIDE LEVEL
WP
WORK POINT
MAD
NORTH AMERICAN DATUM
Ii
BASELINE
NAVD
NORTH AMERICAN VERTICAL DATUM
O
AT
NGS
NATIONAL GEODETIC SURVEY
-
APPROXIMATELY
NOAA
NATIONAL OCEANIC AND
ATMOSPHERIC ADMINISTRATION
GENERAL NOTES:
1. ALL BEACH FILL, PLANTING AND DREDGING WORK SHALL CONFORM TO THE
REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS.
2. THE CONTRACTOR SHALL PLACE THE PERMIT PLACARDS ON THE JOB SITE
AND SHALL COMPLY WITH ALL TERMS OF THE PERMITS PERTAINING
TO THE PERFORMANCE OF THE WORK. SEE THE TECHNICAL SPECIFICATIONS.
3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS
BEFORE STARTING WORK. NOTIFY OWNER OF DISCREPANCIES.
4. ALL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED. METHODS OF
CONSTRUCTION AND ERECTION OF STRUCTURAL MATERIAL ARE THE
CONTRACTORS RESPONSIBILITY.
5. THE CONTRACTOR SHALL, ON A DAILY BASIS, REMOVE FROM THE SITE ANY
UNSUITABLE EXCAVATED MATERIAL OR DEBRIS, DISPOSAL OF THE
MATERIALS IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL DEBRIS
SHALL BE DISPOSED OF IN A PERMITTED LANDFILL.
6. THESE PLANS ARE INCOMPLETE WITHOUT THE PROJECT TECHNICAL
SPECIFICATIONS. IF THERE ARE CONFLICTS BETWEEN THE PLANS AND
SPECIFICATIONS, THE CONTRACTOR SHALL ALERT THE OWNER AND ENGINEER.
THE TECHNICAL SPECIFICATIONS SHALL TAKE PRECEDENCE.
7. THE STAGING AND ACCESS AREAS SHOWN ON C-101 ARE OWNED BY THE
TOWNS OF EMERALD ISLE AND INDIAN BEACH. COORDINATION WITH THE TOWN
MANAGERS SHALL BE REWIRED BEFORE USE. FOR THE STAGING AND ACCESS
AREAS WITHIN REACH 1, THE POINT OF CONTACT IS MR. FRANK RUSH. FOR
REACHES 2 & 3, THE POINT OF CONTACT IS MR. TIM WHITE.
MR. RANDY MARTIN MR. TIM WHITE
TOWN MANAGER TOWN MANAGER
TOWN OF EMERALD ISLE TOWN OF INDIAN BEACH
7500 EMERALD DRIVE 1400 SALTER PATH RD
EMERALD ISLE, NC 28594 INDIAN BEACH, NC 28512
[phone] [phone]
nnartinOemeraldiMe-nc.org adminOindianbeach.org
SEE THE TECHNICAL SPECIFICATIONS FOR A DESCRIPTION AND PHOTOS OF
STAGING AND ACCESS AREAS
B. STAGING AREAS SHALL BE MAINTAINED BY THE CONTRACTOR. STAGING
AREAS SHALL BE CLEARED OF DEBRIS AND CONTRACTOR INSTALLED
AMENITIES AT THE COMPLETION AND ACCEPTANCE OF WORK IN THE AREA.
THE CONTRACTOR SHALL RESTORE THE ACCESS AREAS TO THEIR ORIGINAL
CONDITION AFTER WORK IN THE AREA IS COMPLETE. THIS WORK INCLUDES,
BUT NOT LIMITED TO, REPLACEMENT OF FENCING, SIGNS, SAND FENCE, BEACH
VEGETATION, WALKWAYS, DUNES, DUNE VEGETATION, PARKING FACILITIES,
PAVED AREAS AND OTHER MISCELLANEOUS ITEMS. ALL REPLACEMENT
MATERIALS SHALL BE APPROVED BY THE OWNER BEFORE INSTALLATION.
9. UNLESS OTHERWISE APPROVED BY THE OWNER, EXCESS EQUIPMENT MAY ONLY
BE STORED IN APPROVED STORAGE/STAGING AREAS OR TEMPORARY AREAS
IN THE IMMEDIATE VICINITY OF THE BEACHFILL PLACEMENT SITE. THE OWNER
RESERVES THE RIGHT TO LIMIT SUCH AREAS AS DEEMED NECESSARY. OPERATION
OF GRADING AND OTHER CONSTRUCTION EQUIPMENT WILL NOT BE PERMITTED
OUTSIDE THE WORK AREA LIMITS EXCEPT FOR INGRESS AND EGRESS OF THE
SITE AT APPROVED LOCATIONS THE STACKING OF DISCHARGE PIPES IN LAYERS
EXCEEDING TWO PIPES HIGH SHALL BE PROHIBITED IN ANY OF THE STORAGE
OR STAGING AREAS INCLUDING THE TEMPORARY AREAS.
10. ANY EXISTING SIGNS, FENCES, OR OTHER STRUCTURES WITHIN THE WORK LIMITS
SHALL BE PROTECTED AND/OR REMOVED AND LATER REPLACED BY THE
CONTRACTOR AS DIRECTED.
PERMITS
1. IT IS THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPLICABLE CODES
AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE PLANS
AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF
THE OWNER.
2. IT IS THE INTENT OF THESE PLANS AND THE RESPONSIBILITY OF THE CONTRACTOR TO
COMPLY WITH THE ENVIRONMENTAL PERMITS ISSUED FOR THIS PROJECT. THE PERMITS
ARE HEREBY MADE PART OF THE CONTRACT DOCUMENTS. 1T SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE AND GOVERN HIMSELF BY ALL
PROVISIONS OF THESE PERMITS. SEE THE TECHNICAL SPECIFICATIONS.
BID QUANTITIES
1. THE FOLLOWING ESTIMATE OF SAND QUANTITIES REQUIRED FOR THE PROJECT IS:
TOTAL PROJECT FILL .... ......... ..956,000 CY
2. THE FOLLOWING ESTIMATE OF PLANTING QUANTITIES REWIRED FOR THE PROJECT IS:
TOTAL PROJECT PLANTING ........ ...179,400 SY
DREDGING
1. NO DREDGING WHATSOEVER SHALL OCCUR BELOW AN ELEVATION OF -52 FT NAVD 88.
2. ALL DREDGING SHALL BE PERFORMED WITHIN THE LIMITS OF THE PERMITTED
DREDGING AREA AS SHOWN IN THE DRAWINGS.
3. PIPELINE CORRIDOR SHALL BE DELINEATED WITH BUOYS BY THE CONTRACTOR IN THE
PRESENCE OF THE OWNER BEFORE PLACEMENT.
4 5
DREDGING
4. THE PLANE COORDINATES AND BEARINGS SHOWN FOR THE DREDGING SURVEYS ARE
BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH
AMERICAN DATUM 83 (NAD 83).
5. ALL ELEVATIONS SHOWN ON THE DREDGING DRAWINGS ARE REFERENCED
TO NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88).
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6. THE BATHYMETRY PRESENTED ON THE DREDGING PLANS IS BASED ON A
SURVEY COMPLETED IN MARCH 2O18 BY GEODYNAMICS AND CAN ONLY BE
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CONSIDERED AS INDICATING THE CONDITIONS AT THAT TIME.
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7. A POST -DREDGE SURVEY OF THE BORROW AREA SHALL BE COMPLETED BY AN
INDEPENDENT REGISTERED/CERTIFIED SURVEYOR COORDINATED AND PAID FOR BY
THE CONTRACTOR TO STANDARDS OUTLINED IN THE TECHNICAL SPECIFICATIONS.
BEACH FILL
1. ALL SAND EXCAVATED FROM THE BORROW AREAS SHALL BE TRANSPORTED TO, AND
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DEPOSITED ON, THE BEACH BETWEEN THE LINES, GRADES, AND CROSS -SECTIONS
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SHOWN ON THE DRAWINGS.
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2. AFTER NOTIFICATION BY THE CONTRACTOR OF THEIR INTENT TO COMMENCE DREDGING
AND SAND PLACEMENT, A CURRENT BEACH SURVEY WILL BE PERFORMED BY THE
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OWNER. THE CONTRACTOR SHALL NOTIFY THE OWNER AT LEAST 4 WEEKS PRIOR TO THE
COMMENCEMENT OF BEACH FILL PLACEMENT. THE UPDATED BEACH SURVEY WILL BE
USED TO ADJUST THE LIMITS AND GRADE LINES TO MEET THE FILL DENSITIES PROVIDED
V
WMTH THE SECTIONS ON SHEETS C-301 THUR C-318.
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3. SAND SHALL BE PLACED WITHIN THESE LIMITS AND GRADE LINES AS PRACTICALLY
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AS POSSIBLE. TOLERANCE SHALL BE WITHIN t0.5 FOOT FOR BERM ELEVATION AND
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WIDTHS OUT TO THE MEAN TIDE LEVEL (MTL) AS SHOWN ON SHEET C-300.
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PAYMENT WILL BE MADE FOR THE CY/FT SHOWN ON THE PLANS WITH A TOLERANCE
OF ±107. EVERY ATTEMPT WALL BE MADE BY THE CONTRACTOR TO FILL WITHIN THE
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PRESCRIBED TEMPLATE. SEE TECHNICAL SPECIFICATIONS. THE BEACH FILL SHALL BE
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4. THE OWNER MAY MAKE ALTERATIONS IN THE PLAN DIMENSIONS, GRADE OF SLOPES, OR
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VOLUME OF FILL PER FOOT OF BEACH IN ORDER TO ACCOUNT FOR CHANGED CONDITIONS
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SINCE THE TIME OF THE EXISTING CONDITIONS SURVEY. THE CONTRACTOR SHALL WORK
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UNDER THE CONTRACT IS PLACED AS EFFECTIVELY AS POSSIBLE.
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5. CONTRACTOR SHALL TAKE CARE TO GRADE THE DUNE AND BERM SO THAT PONDING
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LANDWARD OF THE CRESTS IS MINIMIZED.
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6. EXISTING WALKWAYS SHALL REMAIN AND NOT BE DAMAGED BEYOND CURRENT CONDITIONS.
ANY ADDITIONAL DAMAGE WILL BE REPAIRED OR REPLACED AT THE CONTRACTORS COST AS
DIRECTED BY THE OWNER OR THE ENGINEER. FILL SHALL BE PLACED COMPLETELY
UNDERNEATH AND/OR AROUND STRUCTURES.
7. THE PLANE COORDINATES AND BEARINGS SHOWN FOR THE BEACH FILL SURVEYS ARE
BASED ON THE NORTH CAROLNA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN
DATUM 83 (NAD 83).
8. ALL ELEVATIONS SHOWN ON THE BEACH FILL DRAWINGS ARE REFERENCED TO THE NORTH
AMERICAN VERTICAL DATUM (NAVD 88).
9. THE BATHYMETRY/TOPOGRAPHY PRESENTED ON THE BEACH FILL PLANS AND SECTIONS IS
BASED ON A SURVEY COMPLETED IN JANUARY 2019 BY GEODYNAMICS AND CAN ONLY BE
CONSIDERED AS INDICATING THE CONDITIONS AT THAT TIME.
10. THE MEAN HIGH WATER ELEVATION AND MEAN LOW WATER ELEVATION SHOWN ON THE
BEACH FILL DRAWINGS AND BELOW WERE PROVIDED BY CARTERET COUNTY AND ARE
BASED ON NOAA TIDAL DATUMS AT THE ATLANTIC BEACH TRIPLE S PIER AND THE DUKE
MARINE LAB.
MEAN HIGH WATER (MHW)
1.5'
NAVD 88
0.4' MEAN TIDE LEVEL (MTL)
2.3'
MEAN LOWER WATER (MEW)
11. HORIZONTAL AND VERTICAL CONTROL FOR THE BEACH FILL SURVEY WAS BASED
ON NUMEROUS RANGE MONUMENTS AS FOUND BY GEODYNAMICS.
12. CONTOURS FOR THE BEACH FILL PLANS ARE SHOWN AT 1 FT INTERVALS
13. PRE- AND POST -CONSTRUCTION SURVEYS OF THE BEACH AREA SHALL BE COMPLETED
BY AN INDEPENDENT REGISTERED/CERTIFIED SURVEYOR COORDINATED AND PAID FOR
BY THE CONTRACTOR. TRANSECTS SHALL BE AT 100-FOOT INTERVALS. ADDITIONAL
ELEVATIONS SHALL BE TAKEN AS NECESSARY TO ACCURATELY REPRESENT
TOPOGRAPHY OF THE BEACH AREA.
14. BEACH FILL SLOPES CALLED OUT ON PLANS ARE HORIZONTAL : VERTICAL
15. SEE TECHNICAL SPECIFICATION FOR ADDITIONAL PLACEMENT REQUIREMENTS.
16. THE CONTRACTOR SHALL PROVIDE TEMPORARY SAND RAMPS OVER THE PIPELINE FOR
PEDESTRIAN AND EMERGENCY VEHICLE ACCESS ALONG THE BEACH. THE MAXIMUM
DISTANCE BETWEEN THESE TEMPORARY SAND RAMPS SHALL BE 500 FEET. THESE
TEMPORARY SAND RAMPS SHALL BE LEVELED ONCE THE PIPELINE HAS BEEN MOVED. THE
CONTRACTOR SHALL ALSO CONSTRUCT A BARRIER TO KEEP THE PUBLIC AT LEAST 250
FEET FROM THE DISCHARGE PIPE IN BOTH DIRECTIONS UP AND DOWN THE BEACH. SEE
THE TECHNICAL SPECIFICATIONS.
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INLET OFFLOADING STATION AT BEACH NOURISHMENT SITES SHALL BE USED TO PUMP DREDGED
MATERIAL ONTO BEACH. THIS STATION SHALL MOVE EAST OR WEST AS THE NOURISHMENT
PROJECT IS COMPLETED. DREDGED MATERIAL SHALL BE TRANSPORTED FROM THE BORROW
AREA DIRECTLY BY THE DREDGE AND OFFLOADED AT THIS LOCATION. CONTRACTOR SHALL
PROVIDE MAP OF PROPOSED OFFLOADING STATIONS AND PIPELINE IN ACCORDANCE WITH
PERMITS, SEE TECHNICAL SPECIFICATIONS
NCSPA
BOGUE SOUND 5 (nL
pATH
114D PINE Y.t'107.L ATLANTIC
BHO�
PROJECT BORROW AREA
g•8 MILES SEE SHEETS C-102 & C-103
FOR DETAILED INFORMATION-
--'--_-_
REACHES 2 & 3
INDIAN BEACH �'---=
.CT LIMITS
ATLANTIC OCEAN
MOREHEAD
CTFYHARBOR
ODMDS
BEAUFORT
INLET
\� tr
FORT r
FORT \
MACON l
MOREHEAD CITY �I
HARBOR
NAVIGATION 11
CHANNEL I
II
II
ll
II
IIll
ll
If
Il
Il
II
ll
I
50W 0, S000' 10DW
SCALE: 1"=5000'
3ow 0' 3000' 8000'
ATLANTIC OCEAN
SCALE: 1'=3000'
r
23 7
Sheet
Reference No.
C-100
Sneet 3 & 33

L
16TH STREET IL 1 1
Y
1
--"DOGUE 1.00 BEACH ACCESS,
--- T-I JILL L
CESS=0m ACCESS ON
BEACH AC' :AIMILILLM=r -----------
111111-LL�i I I
il 11 i! i J I I I I i 1111 1 r -FTTT 4
�Hilill ------
T.F. �-c z �r
1E --------
u
�������rr��_ ----- ------ ---- ----- ---------------
REACH 1
0 TUGS STATIONS
GS STATION I NORTHING ELEVATION
MECHELLE 344,990.91 2,620,512.31 1 17�53
0
, 3 z
BEACH ROAD ACCESS,
CONSTRUCTION ACCESS Z
AND
ON STAGING ON
PARKING AREA ONLY
w < 0
0
,wz 'g x
dt[i! dij:
7111L) mil I L-al I �Ii i :1 11 1 1
Hk 0,0
z
0
z 0 0 >
9 12
REACH 1 REACH 2
NGS CONTROL STATIONS
F STATION NORTHING FASTING ELEVATION 9 1
�.28 2,628,573.13 li 19 4q
\,I
B
T1 Q
lilt r
LLuj!
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z Lf-'T- —, 4
at
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--------------
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Z3
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REACH 3
,A go 6i
E
el
NGS CONTROL STATIONS
NOTES: STATION I
ELEVATION

.. -
___
_.... . __
_,
__ r

D
02-29
MOREHEAD CITY
HARBOR ODMDS —
ODAIDB•1
ODMDS-14
)H
ODMDS-20
14
ODMDS-23
0
OOMD&21
ID
t .,_ ....,..,, .,., ...... _ ., ......... ...
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1 1
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1 I
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I
PROPOSED BORROW AREA
COORDINATE TABLE
POIM
I NONDIINO
I E MNO
A
m 51.00
24BGm3.17
E
m 46.38
x 61.m
c
m1134E9
44W m
o
mm4tn
2w�m4a1
E
mD]!@.E]
24NM2aE
JZGENG-
0A PROPOSED BORROW AREA
CONTROL POINT
O 01i 2011 VIBRACORE LOCATION
0 (SEE TECHNICAL SPECIFICATIONS
FOR DATA SUMMARY)
ID
0 REMOTE SENSING TARGET
NOTES
-
1. BATHYMETRY CONTOURS SHOWN IN FEET
REFERENCED TO NAVD 88 ARE BASED ON
MULTIBEAM SURVEYS PERFORMED BY
GEODYNAMICS IN MARCH 2O18 AND CAN ONLY
BE CONSIDERED AS INDICATING THE CONDITIONS
AT THE TIME OF THE SURVEY.
2. BORROW AREA COORDINATES ARE NORTH
CAROLINA STATE PLANE, NAD 83 (FEET).
3. THE MEAN HIGH WATER ELEVATION AND MEAN
LOW WATER ELEVATION SHOWN ON THE DREDGE
SECTIONS WERE PROVIDED BY CARTERET
COUNTY AND ARE BASED ON NOAA TIDAL
DATUMS AT THE ATLANTIC BEACH TRIPLE S PIER
AND THE DUKE MARINE LAB.
4. OTHER CONTRACTORS MAY BE PRESENT IN
AREAS WHERE DREDGING OF BEACH FILL
MATERIALS IS TO OCCUR. CONTRACTOR IS
RESPONSIBLE FOR COORDINATING ACTIVITIES.
7M7
5. SEE TECHNICAL SPECIFICATIONS FOR DATA
SUMMARY OF THE ARCHAEOLOGICAL REMOTE
SENSING AND TARGET IDENTIFICATION STUDY.THE
STUDY CONCLUDES THAT THE TARGETS
CONSIST OF MODERN DEBRIS (WIRE ROPE, PIPE,ETC.)
vri
THAT APPEARS TO BE RELATED TO THEODMDS
OR ARTIFICIAL REEF SYSTEMS BUILT INTHE
1970'S. NO CULTURAL RESOURCES OR
HISTORICAL ARTIFACTS WERE FOUND.
6. THE CONTRACTOR SHALL LEAVE UNDISTURBED
FURROWS BETWEEN DREDGING PASSES WITHIN
THE ODMDS BORROW SITE.
7. FOR VIBRACORE SUMMARY TABLE, SEE SHEET
C-103.
REMOTE SENSING TARGET
COORDINATE TABLE
TARGET ID
NORTHING
EASTING
ODMDS-1
331,126
2,696,456
ODMDS-2
332.875
2,695,144
ODMDS-3
330,904
2,694,491
ODMDS-5
332,650
2,693,107
ODMDS-9
332,672
2,691,951
ODMDS-10
332.058
2,691,471
ODMDS-13
331,823
2,689,458
ODMDS-14
331,380
2,688,258
ODMDS-20
337.662
2,692,898
ODMDS-21
336,350
2,696,327
ODMDS-23
335,635
2,691,900
ODMDS-24
334,618
2,693,811
ODMDS-30
333,515
2,690,490
02-28
332.769
2,696,546
02-29
333,005
2,688.551
02-31
332.856
2.693.045
Q2-32
332,311
2,695,255
500' 0' 500' 1000,
SCALE: 1"=500' HORIZONTAL
uee7
.,, D. WF;S••
Sheet
Reference No.
C-102
S.t 5 M J

1 2 4
Bogue Banks Sediment Compatibility
D Native Sediment Characteristics
Reference - (CSE, 2001- EA for Phases 1 & land CAMA Permit#124-01)
MeN 1.76 i 0.30 mm
Standard Deviation 0.77 i 0.59 mm
Bona Area Sediment Characteristics ODMD6
Reference - (Alpine, February 2012) Percent Fines 0.5% Overfill Factor
Percent Sand 98.0%
Precent Gravel 1.5% AM 111
Summery of 0DMD5 Borrow Area Sediment Characteristic
U
w <
Z
a 00
a w�
w O
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N O
C C W Z _
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2e 0 W
R
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23457
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Sheet m
Reference No. d
2
C-103 0
Shset 6 of 33 i
1 2 3 4 6
DRAwNG SCALES SHOWN BASED ON 22x34' DRAWING
0BUS
.
Men
L71
phi
0.31
mm
Standard Deviation
1.10
i
0.81
mm
MeN
dfte«n«
SOI'tlrl(
Ratio
-Q07
1.42
Vlbra«re
Sample
Number
Depth
(R)
Bed Elevation
(R NAVD)
sample Elevation
(ft NAVD)
Sample
Depth (ft)
Gravel
Semi
dlffiD
dR30
Carbonate
Mean (mm)
Mean (phi)
O30
1
0.5
-38.2
-3&2
-
-43.2
5.0
1.78
98.6a
0.18
0.12
11.8
Q27
189
O30
2
SIO
-38.2
-43.2
-
-48.2
5.0
0.22
93.43
0.35
0.29
12.9
Qffi
1.84
O70
3
10.15
-38.2
-48.2
-
-53.2
s.0
O.lg
99.50
0.32
0.25
10.0
a26
1.94
011
1
a2
-37.6
-37.6
-
-39.6
2.0
2.7
%.48
0.82
0.63
15.5
a34
L56
O11
2
2-5
-37.6
-39.6
-
-42.6
3.0
0.43
99.ffi
0.29
0.27
13.7
Q33
160
011
3
S30
-37.6
-426
-
-67.6
5.0
0.07
99.66
0.27
0.ffi
13.8
426
1.94
011
4
1415
-37.6
-47.6
-
-52.6
5.0
1.93
97.92
Q15
0.12
10.1
0.29
1.79
O12
1
45
-06.6
-4&6
-
-51.6
5.0
4.59
9s.09
0.32
Q7b
23.3
Q45
115
012
2
S9
-46.6
-516
-
-55.6
4.0
132
98.39
0.29
0.21
14.2
a32
1.64
Oli
S
0.6
-473
-47.3
-
-53.3
6.0
0.08
99.53
0.39
0.ffi
51.5
.ffi
1.79
O]B
1
-40.1
-40.1
-
-50.3
6.0
122
9&07
0.71
0.53
32]
Qffi
184
018
2
-44.1
-50.1
-
-56.1
6.0
0.21
99.39
0.4
0.29
126
0.ffi
1.84
079
1
-36.1
-36.1
-
-42.1
6.0
0
99.82
0.78
0.08
10.6
0.25
20D
079
2
-36.1
-421
-
-08.1
6.0
L69
98.27
0.0a
0
13.5
429
LA
079
3
V73
-36.1
-481
-
-53.1
5.0
163
98.19
0.18
0.12
12.8
0.32
1.64
039
4
-36.1
-53.1
-
-56.4
2.3
0
99.3
0.7
0.49
9.5
Q24
206
020
1
-36.4
-364fi1.4
5.0
255
97.31
0.14
0.12
17.8
0.35
1.51020
2
-36.4
-a14-46.d
5.0
Lffi
97.&3
0.89
0.72
21,2
0.31
1.69
Dal
3
.
-36.4
-484
-
-50.3
3.9
231
97.24
0.45
0.39
9.3
0.3
174
Ori
1
0.5
-37
-37.0
-
-42.0
5.0
0.36
99.36
0.3
0.ffi
16.2
0.3
1.74
Ori
2
S10
-37
-d20
-
-47.0
5.0
177
97.72
0.51
0.46
11.7
0.36
147
Ori
3
1415
-37
-47.0
-
-520
5.0
L66
9&il
0.23
0.16
12.3
Q31
1.69
072
1
a5
-327
-327
-
-37.7
5.0
234
97.72
O.la
0.13
16.2
0.34
1.56
022
2
S30
-32.7
-37.7
-
-427
5.0
212
97.68
0.2
0.]A
123
431
1.69
022
3
3a15
-327
-427
-
-47.7
5.0
L56
98.04
0.38
0.37
11.7
Q29
179
OT2
4
LS20
-327
-47.7
-
-527
5.0
1.06
98.53
0.41
0.4
14.7
■

ELEVATION
ELEVATION
ELEVATION
(FEET NAVD 88)
(FEET NAVD 88)
(FEET NAVD 88)
I
I
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ELEVATION
(FEET NAVD 88)
(FEET NAVD 88)
(FEET NAVD 88)
N
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C-110
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Sheet 8 of 33
6
1 2 4 5
DRAWING SCALES SHOWN BASED ON 22-x 4- DRAWING

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2. SEE SHEETS C-301 THRU C-314 FOR CROSS SECTIONS.
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DRAWNG SCALES SNOWN BASED ON 22'x34' DRAWING
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370+00.00 374+00.00 378+00.00 382+00.00 - INS 20 20 20 20 20 20 20 20 �.
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DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
369+00.00 373+00.00 377+00.00 381+00.00
p So 20 20 20 20 20 20 F
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h
367+00.00 371+00.00 375+00.00 379+00.00
20 z0 20 20 20 20 So 20 If Y
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DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) C-303
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DRAWING SCALES STIOWN BASED ON 22'x34'DRAWING
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1
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386+00.00 390+00.00 394+00.00 398+00.00 -
20 N 20 20 20 p 20 20
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DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
385+00.00 389+00.00 393+00.00 397+00.00
20 p p 2° p p 20 p V
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DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) pC o
384+00.00 388+00.00 392+00.00 396+00.00
d ry
p p 30 p 20 20 p 20
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DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) g $ xx
383+00.00 387+00.00 391+00.00 395+00.00 c$ U
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DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) Lr+3�
0
2 4 5 $Newt to of 33
DRAWING SCALES SNOWN BASED ON 22NW DRAWNG
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12 3 4
402+00.00 406+00.00 410+00.00 414+00.00
20 p 20 20 20 p 20 p
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DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) a r�
401+00.00 405+00.00 409+00.00 413+00.00
p zo ro p p zo zo 20 U
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DISTANCE (FEET) DISTANCE (FEET) DISTANCE (MET) DISTANCE (FEET) p
400+00.00 404+00.00 aoe+oo.00 alz+oo.00
p p 20 p p 20 20 20
m m m m m m ¢
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DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) g pog
399+00.00 403+00.00 407+00.00 411+00.00 -6
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Sheet m
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DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
C-305 0
Sheet 19 a 33
1 2 3 4
DRAWING :LACES SHOWN BASED ON 00'v34' DRAWING
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1 418+00.00 422+00.00 426+00.00 430+00.00
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DUKE MST WIN
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DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
417+00.00 421+00.00 425+00.00 429+00.00
20
^ to
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4
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DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
416+00.00 azo+oo.00 424+00.00 aza+ao.00
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20
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w
m
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0
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1NI DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET)
415+00.00 419+00.00 423+00.00 427+00.00to
0
m to
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i
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Reference No.
G306
Sneet 20 Of 33

434+00.00 438+00.00 442+00.00
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r'T
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0
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437+00.00 441+00.00
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432+00.00 436+00.00 440+00.00
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DUNE NEST
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431+00.00 435+00.00
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0
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445+00.00
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444+00.00
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DISTANCE (FEET) DISTANCE (FEET)
439+00.00 443+00.00
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1
DUNE MST WIN
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la
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Reference No.
C-307
Sheet 21 & 33

12
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449+00.00
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G-308
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sheet 22 of 33
1
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DRAWING SCALES SHOWN BASED ON 22'v 4' DRAWING
CONSTRUC
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\
NINE a¢si w
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465+00.00 469+00.00 473+00.00 477+00.00 F
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Sheet
-IN . n 100 . 200 300 . . 400 -IN 0 i00 2N 3N N 4V rcererence No.
DISTANCE (FEET) DISTANCE (FEET) C-309
3 4 5 SNNNt 23 of 33
DRAWWG SCALES 4OWN RAGFn M4 9Y.bP DRAINING

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493+00.00
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488+00.00 492+00.00
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487+00.00
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491+00.00
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Reference No.
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Sheet 25 of 33
1
2
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4
5
DRAWING SCALES SHOWN BASED ON 22'M34• DRAWING
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527+00.00 531+00.00 535+00.00 539+00.00
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545+00.00 549+00.00 553+00.00 557+00.00
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1
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1 704+00.00 20 708+00.00 712+00.00 716+00.00
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BRAE CREST M
BM CREST
TI 3R FT
Tx - az Er
M. ¢ +1.5
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w
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WM CREST 1
N - 51 F
to
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I - az FT
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0
0
MLWM -2.3
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1-20
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JI DISTANCE (FEET) DISTANCE (FEET)
703+00.00 707+00.00
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to
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CONSTRUC
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RIME CREST
BERRI CREST M
TI .. 33 R
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702+00.00 706+00.00
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z
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CAINE CREST M
BERM CREST"
TN - 32 R
N - 42 R
w ¢ +1.s
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711+00.00 715+00.00
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710+00.00 714+00.00
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701 +00.00 705+00.00 709+00.00
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20
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REACHES 1 & 2
WORK POINT TABLE
WORK POINT
NORTHING
EASTING
ELEVATION
W'P1
342740.84
2612361.09
12.0
WP2
342744.45
2612574.39
12.0
WP3
342838.69
2612985.47
12.0
WP4
343108.60
2614314.47
12.0
WP5
343328.85
2615221.70
12.0
WP6
343454.13
2615783.10
12.0
WP7
343540.18
2616173.74
12.0
WP8
343703.36
2616942.84
12.0
WP9
343855.15
2617739.01
12.0
WPIO
344470.50
2620576.31
12.0
WP11
344675.18
2621555.14
12.0
WP12
344899.75
2622631.97
12.0
WP20
345139.12
2623779.78
12.0
WP21
345377.89
2625129.49
12.0
WP22
345548.47
2625975.71
12.0
WP23
345624.27
2626311.14
12.0
WP17
345640.52
2626507.64
12.0
WP18
345700.83
2626731.90
12.0
WP19
346043.52
2628432.62
12.0
WP20
346135.16
2628917.83
12.0
WP21
346296.35
2629612.71
12.0
WP22
346406.73
2630120.50
12.0
WP23
346415.53
2630274.68
12.0
WP24
346636.81
2631270.62
12.0
WP25
346866.89
2632420.75
12.0
WP26
346999.15
2633131.89
12.0
WP27
347024.00
2633426.19
12.0
WP28
347128.48
2633827.31
12.0
WP29
347214.42
2634247.10
12.0
WP30
347264.63
2634391.23
12.0
REACH 3
WORK POINT TABLE
WORK POINTI
NORTHING I
EASTING
I ELEVATION
WP40
347728.35
2636883.11
12.0
WP41
347732.41
2637021.59
12.0
WP42
347812.76
2637476.00
12.0
WP43
347903.33
2637956.53
12.0
WP44
347925.55
2638135.74
12.0
WP45
348140.95
2639086.97
12.0
WP46
348158.02
2639318.38
12.0
WP47
348291.69
2640108.01
12.0
WP48
348474.87
2641109.49
12.0
WP49
348548.27
2641507.11
12.0
WP50
348586.27
2641742.61
12.0
WP51
348626.07
2641870.42
12.0
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JUN 15 20P
DCM WILMINGTON, NC

BOGUE BANKS MASTER BEACH NOURISHMENT PLAN
SHEET
Prepared By: Moffatt & Nichol
Prepared For: Carteret County, NC 2 of 7
May 2018
Min Fill: 25 cy/ft MHW ---- Min Fill: 25 cy/ft Toe — Minimum
Avg Fill: 50 cyht MHW - - -- Avg Fill: 50 cy/ft Toe RE(
Max Fill: 75 cy/ft MHW - - - - Max Fill: 75 cy/ft Toe
DCM WILMINGTON, NC

BOGUE BANKS MASTER BEACH NOURISHMENT PLAN
SHEET
Prepared By: Moffatt & Nichol
Prepared For: Carteret County, NC 3 of 7
May 2018
`I_ 5
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Legend
— Min Fill: 25 cyt t MHW - --- Min Fill: 25 cy/ft Toe — Minimum MHW
— Avg Fill: 50 cytt MHW ---- Avg Fill: 50 cy/ft Toe
— Max Fill: 75 cy/ft MHW---- Max Fill: 75 cy/ft Toe pf=rp
JON 15,:3
DCM WILMINGTON, NC

-- -, T:' t
iizS..i`Y- `Sft
BOGUE BANKS MASTER BEACH NOURISHMENT PLAN
SHEET
Prepared By: Moffatt & Nichol
Prepared For: Carteret County, NC 4 of 7
May 2018
40,
Legend
— Min Fill: 25 cylft MHW - - -- Min Fill: 25 cylft Toe — Minimum
— Avg Fill: 50 gfft MHW - - -- Avg Fill: 50 cyltt Toe
— Max Fill: 75 cy/ft MHW - - - - Max Fill: 75 cyfft Toe F
JUN 15 2018
DCM WILMINGTON, NC

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JUN 15 '3
DCM WILMINGTON. NC

BOGUE BANKS MASTER BEACH NOURISHMENT PLAN
SHEET
Prepared By: Moffatt & Nichol
Prepared For: Carteret County, NC 7 of 7
May 2018
N.
is W+E
VS
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Legend
— Min Fill: 25 cytft MHW - - - - Min Fill: 25 cy/ft Toe — Minimum
— Avg Fill: 50 cytt MHW - - - - Avg Fill: 50 cy/ft Toe
— Max Fill: 75 cy/ft MHW - - - - Max Fill: 75 cy/ft Toe
RECEIVED
JUN 15 2018
DCM WILMINGTON, NC

RECEIVED
JUL 13 2018
DCM-MHD CITY

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BOGUE BANKS MASTER BEACH NOURISHMENT PLAN
SHEET
Prepared By: Moffatt & Nichol
Prepared For: Carteret County, NC 2 of 7
May 2018
Legend LAW 1NILMIrvG I UN, rvG
— Min Fill: 25 cy/ft MHW ---- Min Fill: 25 cy/ft Toe —Minimum
— Avg Fill: 50 cy/ft MHW - - - - Avg Fill: 50 cy/ft Toe
— Max Fill: 75 cy/ft MHW - - - - Max Fill: 75 cy/ft Toe

RI~CEIVED
I;unvi-lvmD CITY

__. _ _ ___
42
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BOGUE BANKS MASTER BEACH NOURISHMENT PLAN Legend
Prepared By: Moffatt & Nichol SHEET
— Min Fill: 25 cy/ft MHW - - - - Min Fill: 25 cy/ft Toe —Minimum MHW
Prepared For: Carteret County, NC 3 of 7 — Avg Fill: 50 cy/ft MHW - - - - Avg Fill: 50 cy/ft Toe
May 2018 — Max Fill: 75 cy/ft MHW - - - - Max Fill: 75 cy/ft Toe

RECEIVED
JUL 13 2019
;I-MHD CITY

RECEIVED
JUL 13 2018
DCM-MHD CITY

RECENED
JUL 13 2018
DCM-MHD CITY

RECEIVED
JUL 13 Z0la
DCM-MHD CITY

RECEIVED
JUL 13 2018
DCM-MHD CITY
RECEIVED
JUN 0 7 2018
DCM WILMINGTON, NC

RECEIVED
30L 13 zz1%
DCM-MHD CITY

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DCM WILMINGTON, NC

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DATE MAY 2018
511�-ET 777LE.-
KEY MAPS
RECEIVED
SHEET
2
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61
DCM WILMINGTON, NC

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100 200 RECEIVE
1"=too'
SHEET
32
OF
61
DCM WILMINGTON, NC

-- DOGWOOD CIRCLE
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- - - - - - - - - - - - - - - - - - - - - - - -
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PRO✓ECT 777LB CARTERET COUNTY,
BOGUE BANKS MASTER BEACH
NOURISHMENT PLAN - PROJECT 1
DA 7UM: NAVD 88 (FT)
PREPARED BY.' MOFFATT & NICHOL
PREPARED FOR: CARTERET COUNTY, NORTH CAROLINA
DATE MAY 2018
SHEET 777LE
RENOURISHMENT PLAN - SHEET 31 of 37
REC
SHEET
33
OF
61
DCM WILMINGTON, NC

I I I
I
BLANCH ARD. ROMEISER, HORACE C RNOTT, LEE STALUNGS. - - - - -T DAVID 5
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PROJECT 777LE- CARTERET COUNTY,
BOGUE BANKS MASTER BEACH
NOURISHMENT PLAN - PROJECT 1
DATUM: NAVD 88 (FT)
PREPARED BY.- MOFFATT & NICHOL
PREPARED FOR. CARTERET COUNTY, NORTH CAROLINA
DA7F. MAY 2018
SHEET 777LE."
RENOURISHMENT PLAN - SHEET 32 of 37
0o zoo RECEIVED
-_
I-=100
.FA
SHEET
34
OF
61
DCM WILMINGTON, NC

I I
I I I 1
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PROJECT T/TLE CARTERET COUNTY,
BOGLE BANKS MASTER BEACH
NOURISHMENT PLAN - PROJECT 1
DATUM: NAVD 66 (FT)
PREPARED BY.' MOFFATT & NICHOL
PREPARED FOR. CARTERET COUNTY, NORTH CAROLINA
DATE. MAY 2016
SHEET 777LE., SHEET
RENOURISHMENT PLAN - SHEET 33 of 37 35
RECEIVE OF
i ao zoo' II IN O 7 2
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1 1
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PROJECT 7777E CARTERET COUNTY,
BOGUE BANKS MASTER BEACH
NOURISHMENT PLAN - PROJECT 1
DATUM: NAVD 88 (FT)
PREPARED BY.- MOFFATT & NICHOL
PREPARED FOR: CARTERET COUNTY, NORTH CAROLINA
DATE MAY 2018
SHEET TITLE.
RENOURISHMENT PLAN - SHEET 34 of 37
100 200' RECEIVED
1"=too' .. _
SHEET
36
OF
61
DCM WILMINGTON, NC

I I I I I
i2
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PROJECT ARE.' CARTERET COUNTY,
BOGUE BANKS MASTER BEACH
NOURISHMENT PLAN - PROJECT 1
DATUM: NAVD 88 (FT)
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PREPARED FOR: CARTERET COUNTY, NORTH CAROLINA
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SHEET 777LE'
RENOURISHMENT PLAN - SHEET 35 of 37
100' 200' RECEIVE
t"=i0o'
SHEET
37
OF
61
DCM WILMINGTON, NC

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BOGUE BANKS MASTER BEACH
NOURISHMENT PLAN - PROJECT 1
DATUM. NAVD 88 (FT)
PREPARED BY MOFFATT & NICHOL
ATLANTIC OCEAN
PREPARED FOR. CARTERET COUNTY, NORTH CAROLINA
OA TE MAY 2018
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RENOURISHMENT PLAN - SHEET 36 of 37
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SHEET
38
OF
61
DCM WILMINGTON, NC

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PROJECT 777LE.- CARTERET COUNTY,
BOGUE BANKS MASTER BEACH
NOURISHMENT PLAN - PROJECT 1
DA 7UM: NAVD 88 (FT)
PREPARED BY. MOFFATT & NICHOL
ATLANTIC OCEAN
PREPARED FOR. CARTERET COUNTY, NORTH CAROLINA
DATE MAY 2018
SHEET 777LE-
RENOURISHMENT PLAN - SHEET 37 OF 37
100' 2C,C RECEIVED
1'=100'
SHEET
39
OF
61
DCM WILMINGTON, NC

MOREHEAD) CITY
HARBOR ODMDS
PROPOSED BORROW AREA
COORDINATE TABLE
POINT
NORTHING
EASTING
A
335251.00
2689873.17
B
335246.38
2697361.70
C
331134.26
2697357.83
D
330742.17
2697024.91
E
330752.97
2689859.35
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PROJECT TITLE CARTERET COUNTY,
BOGUE BANKS MASTER BEACH
NOURISHMENT PLAN - PROJECT 1
DATUM. NAVD 88 (FT)
PREPARED BYMOFFATT & NICHOL
LEGEND
QA PROPOSED BORROW AREA CONTROL POINT
2011 VIBRACORE LOCATION
Oo �# (SEE ATTACHMENT 1 FOR DATA SUMMARY)
NOTES
1. BATHYMETRICAL CONTOURS SHOWN BASED ON
MULTIBEAM SURVEYS PERFORMED BY
GEODYNAMICS IN 2018.
2. BORROW AREA COORDINATES ARE NC STATE
PLANE, NAD 1983 (FEET).
PREPARED FOR: CARTERET COUNTY, NORTH CAROLINA
CA TE MAY 2018
1 I
1 I
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SHEET TITLE
BORROW AREA SITE PLAN
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RECEIVED
SHEET
40
OF
61
DCM WILMINGTON, NC

SECTION A -A
0
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0 1000 2600
3000 4000 5000 6000
7000 8000 9000
10000
2
DISTANCE WEST TO EAST (FEET)
2
SECTION C-C
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3000 4000 5000 6000
7000 8000 9000
10000
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DISTANCE WEST TO EAST (FEET)
y
n
NOTE
a
a
TYPICAL EXCAVATION DEPTH VIA HOPPER DREDGE
WILL BE 2-3 FEET PER PASS (INCOMPLETE CUTS).
PRD✓ECT 7-17L& CARTERET COUNTY,
BOGUE BANKS MASTER BEACH
NOURISHMENT PLAN - PROJECT 1
DA 7UM: NAVD 88 (FT)
PREPARED BY: MOFFATT & NICHOL
PREPARED FOR. CARTERET COUNTY, NORTH CAROLINA
DA7E' MAY 2018
SHEET 777LE,
BORROW AREA TYPICAL SECTIONS RECEIVEL,
JUN 0 7 2018
SHEET
41
OF
61
DCM WILMINGTON, NC

TRANSECT 35
TRANSECT 36
30
30
30
30
20
20
20
20
co
m
00
0
O
Q
10
10
Q
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10
10
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0
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-20
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a
100
200 300
400
500
600
100
200 300
400 500
6DO
Z
m
DISTANCE (FEET)
DISTANCE (FEET)
Y
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a
m
w
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0
m
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BERM WIDTH -
BASE FILL @ - 28
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CY/FT
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MLW EL-2.3
TING GRADE
PROJECT 777ZE. CARTERET COUNTY,
BOGUE BANKS MASTER BEACH
NOURISHMENT PLAN - PROJECT 1
DATUM: NAVD 88 (FT)
PREPARED BY MOFFATT & NICHOL
PREPARED FOR: CARTERET COUNTY, NORTH CAROLINA
DATE MAY 2018
i
I
BERM EL +6.0
1
BERM WIDTH -
'
BASE FILL @ - 3
CY/FT
MHW EL +1.5
MLW, EL-2.3
EXIS
NG GRADE
i
r SHEET 7/TLE,
RENOURISHMENT CROSS SECTIONS - TRANSECTS 35 AND 36
RECEIVED
SHEET
42
OF
61
DCM WILMINGTON, NC

TRANSECT 37
TRANSECT 38
30
30
30
30
20
20
20
20
00
m
BERM WID H
co
Q13
10
10
Q
Q
10
10
Q
Z
Z
Z
Z
W
W
W
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MHW, EL +1.5
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0
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-10
-10
-10
-10
-20
-20
-20
-20
100
200 300
400
500
600
100
200 300
400
500
600
DISTANCE (FEET)
DISTANCE (FEET)
BERM El +6.0
BERM WIDTH — 5
BASE FILL � —
'
CY/FT
MLW, EL -2.3
PROJECT 777LE CARTERET COUNTY,
BOGUE BANKS MASTER BEACH
NOURISHMENT PLAN - PROJECT 1
DA 77JM: NAVD 88 (FT)
PREPARED BY MOFFATT & NICHOL
PREPARED FOR: CARTERET COUNTY, NORTH CAROLINA
DA 7E• MAY 2018
BERM EL + .0
�
BASE FILL — 32 CY/FT
MHW EL +1.5
MLW EL -2.3
EXIS
ING GRADE
r
SHEET 777LE-
RENOURISHMENT CROSS SECTIONS - TRANSECTS 37 AND 38
RECEIVED
SHEET
43
OF
61

TRANSECT 39
TRANSECT 40
30
30
30
30
20
20
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PROJECT TILE CARTERET COUNTY,
BOGUE BANKS MASTER BEACH
NOURISHMENT PLAN - PROJECT 1
DA 7UM: NAVD 88 (FT)
PREPARED BY. MOFFATf & NICHOL
PREPARED FOR: CARTERET COUNTY, NORTH CAROLINA
DATE: MAY 2018
BERM EL +6.0
BERM WIDTH -
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EX
STING GRADE
SHEET TITLE
RENOURISHMENT CROSS SECTIONS - TRANSECTS 39 AND 40
RECEIVED
r SHEET
44
OF
61
DCM WILMINGTON, NC

TRANSECT 41
TRANSECT 42
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NOURISHMENT PLAN - PROJECT 1
DATUM: NAVD 88 (FT)
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DATE MAV 2018
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SHEET TITLE.
RENOURISHMENT CROSS SECTIONS - TRANSECTS 41 AND 42
RECEIVED
01
SHEET
45
OF
61
DCM WILMINGTON, NC

TRANSECT 43
TRANSECT 44
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RECEIVED
SHEET
46
OF
61
JUN 0 7 2018
ACM WILMINGTON, NC

TRANSECT 45
TRANSECT 46
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NOURISHMENT PLAN - PROJECT 1
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DATE MAY2018
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SHEET 777LE-
RENOURISHMENT CROSS SECTIONS - TRANSECTS 45 AND 46
RECEIVED
SHEET
47
OF
61

TRANSECT 47
TRANSECT 48
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NOURISHMENT PLAN - PROJECT 1
DATUM: NAVD 88 (FT)
PREPARED BY MOFFATT & NICHOL
PREPARED FOR: CARTERET COUNTY, NORTH CAROLINA
DATE MAY 2018
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@ - 33 CY/FT
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SHEET 777LE-
RENOURISHMENT CROSS SECTIONS - TRANSECTS 47 AND 48
RECEIVED
SHEET
48
OF
61
DCM WILMINGTON, NC

TRANSECT 49
TRANSECT 50
30
30
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20
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PROJECT 777LE- CARTERET COUNTY,
BOGUE BANKS MASTER BEACH
NOURISHMENT PLAN - PROJECT 1
DA TUM.- NAVD 88 (FT)
PREPARED BY.' MOFFATT & NICHOL
PREPARED FOR: CARTERET COUNTY, NORTH CAROLINA
DATE' MAY 2018
BERM EL +6.0
BERM WIDTH -
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� �
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SHEET T/TLE.-
RENOURISHMENT CROSS SECTIONS-TRANSECTS 49 AND 50
RECEIVED
SHEET
49
OF
61

30
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DATUM.' NAVD 88 (FT)
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TRANSECT 52
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RENOURISHMENT CROSS SECTIONS - TRANSECTS 51 AND 52
RECEIVED
.II IN 0 7 9niR
SHEET
50
OF
61
DCM WILMINGTON, NC

TRANSECT 55
TRANSECT 56
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NOURISHMENT PLAN - PROJECT 1
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DATE MAY2018
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SHEET 777LE.-
RENOURISHMENT CROSS SECTIONS - TRANSECTS 55 AND 56
RECEIVED
SHEET
51
OF
61
DCM WILMINGTON, NC

TRANSECT 57
TRANSECT 58
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SHEET TIRE
RENOURISHMENT CROSS SECTIONS - TRANSECTS 57 AND 58
RECEIVED
Il1N 7 901fl
SHEET
52
OF
61
DCM WILMINGTON, NC

TRANSECT 59
TRANSECT 60
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BOGUE BANKS MASTER BEACH
NOURISHMENT PLAN - PROJECT 1
DATUM: NAVD 88 (FT)
PREPARED BY MOFFATT & NICHOL
r PREPARED FOR: CARTERET COUNTY, NORTH CAROLINA
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SHEET T/RE
RENOURISHMENT CROSS SECTIONS - TRANSECTS 59 AND 60
RECEIVED
SHEET
53
OF
61
JUN 0 7 2018
ACM WILMINGTON, NC

TRANSECT 61
TRANSECT 62
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30
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BOGUE BANKS MASTER BEACH
NOURISHMENT PLAN - PROJECT 1
DATUM: NAVD 88 (FT)
PREPARED BY, MOFFATT & NICHOL
F'PREPARED CARTERET COUNTY, NORTH CAROLINA
DA TEMAY 2018
BERM EL +6.0
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EXISTING
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GRADE
I
SHEET 777LE-
RENOURISHMENT CROSS SECTIONS - TRANSECTS 61 AND 62
RECEIVED
SHEET
54
OF
61
DCM WILMINGTON, NC

TRANSECT 63
TRANSECT 64
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PROJECT TITLE- CARTERET COUNTY,
BOGUE BANKS MASTER BEACH
NOURISHMENT PLAN - PROJECT 1
DATUM: NAVD 88 (FT)
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DATE MAY 2018
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SHEET T RE
RENOURISHMENT CROSS SECTIONS - TRANSECTS 63 AND 64
RECEIVED
SHEET
55
OF
61
JUN 0 7 2018
DCM WILMINGTON, NC

TRANSECT 65
TRANSECT 66
30
30
30
30
20
20
20
20
00
00
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PROJECT T/TLE. CARTERET COUNTY,
BOGUE BANKS MASTER BEACH
NOURISHMENT PLAN - PROJECT 1
DATUM: NAVD 88 (FT)
PREPARED BY., MOFFATT & NICHOL
l
r PREPARED FOR: CARTERET COUNTY, NORTH CAROLINA
DATE.' MAY 2018
BE M EL +6.0
BERM WIDTH - 51'
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MHW, EL +1.5
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EXISTI
MLW, EL-2.3
G GRADE
SHEET TIRE
LE
CROSS SECTIONS - TRANSECTS 65 AND 66
RECEIVED
r SHEET
56
OF
61
DCM WILMINGTON, NC

TRANSECT 67
TRANSECT 68
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30
30
30
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PROJECT 77RE- CARTERET COUNTY,
BOGUE BANKS MASTER BEACH
NOURISHMENT PLAN - PROJECT 1
DATUM: NAVD 66 (FT)
PREPARED BY: MOFFATT & NICHOL
PREPARED FOR: CARTERET COUNTY, NORTH CAROLINA
DA 7E.MAY 2016JU
BERM EL +6.0
BERM WIDTH - 40
BASE FILL @ - 33
Y/FT
MHW, EL +1.5
EXIST
MLW, EL-2.3
NG GRADE
SHEET TITLE-
RENOURISHMENT CROSS SECTIONS - TRANSECTS 67 AND 68
RECEIVED
r
SHEET
57
OF
61
DCM WILMINGTON, NC
Imo- --

TRANSECT 69
TRANSECT 70
30
30
30
30
20-
20
20
20
aQD DD
00
m
00
0
10
10
0
Q
0
10
Q
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W
W
W
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LL
LL
w
Z
O
O
O
O
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Q
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U
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-10
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-10
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-20
-20
-20
-20
11
m
0 100
200 300 400
500
600
0 100
200 300
400 500
600
z
DISTANCE (FEET)
DISTANCE (FEET)
Y
Z
m
m
w
7
0
0
m
a
4
2
0
BERM EL +6.0 '.
BERM WIDTH -
BASE FILL @ -
35'
34 Cy/FT
MHW EL +1.5
— — — —
MLW, EL-2.3
ISTING GRADE
PRO✓ECT ATZE.- CARTERET COUNTY,
BOGUE BANKS MASTER BEACH
NOURISHMENT PLAN - PROJECT 1
DATUM: NAVD 88 (FT)
PREPARED BY. MOFFATT & NICHOL
r PREPARED FOR: CARTERET COUNTY, NORTH CAROLINA
DATE' MAY 2018
BERM EL +6.0
BERM WIDTH - 7 '
BASE FILL @ - CV/FT
MHW, EL +1.5
EXISTING
MLW EL -2.3
GRADE
SHEET TITLE
RENOURISHMENT CROSS SECTIONS - TRANSECTS 69 AND 70
RECEIVED
SHEET
58
OF
61
JUN 0 7 2018
ACM WILMINGTON, NC

TRANSECT 71
TRANSECT 72
30
30
30
30
20
20
20
20
co
m
Q
10
10
Q
6
10
10
Z
Z
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-10
-10
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-10
w
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Q
I
-20
-20
-20
-20
Z
0
100 200 3D0 400
500
6D0
0
100 200
300 400
S00
600
DISTANCE (FEET)
DISTANCE (FEET)
Y
Z
Q
m
w
CJ
O
¢1
a
a
0
BERM
BERM
EL +6.0
WIDTH -83'
E FILL@-30
/FT
24.E
MHW EL +1.5
_
MLW, EL -2.3
(STING GRADE
PROJECT 777LE.• CARTERET COUNTY,
BOGUE BANKS MASTER BEACH
NOURISHMENT PLAN - PROJECT 1
DA 7UM: NAVD 88 (FT)
PREPARED BY. MOFFATT & NICHOL
PREPARED FOR: CARTERET COUNTY, NORTH CAROLINA
DATE' MAY 2018
\
�
EXISTING GRAD
BERM EL +6.0
BERM WIDTH - 80'
E FILL @ - 45
Y/Ff
�•�
MHW EL +1.5
MLW EL -2.3
r SHEET TITLE
RENOURISHMENT CROSS SECTIONS - TRANSECTS 71 AND 72
RECEIVED
u lnl n 7 9r'a
' SHEET
59
OF
61
DCM WILMINGTON, NC

TRANSECT 73
TRANSECT 74
30
30
30
30
20
20
20
20
m
OD
00
❑
❑
❑
Q
10
10
Q
Q
10
10
Q
Z
Z
W
Z
Z
W
o
w
W
W
Lu
W
W
ILL
l
V
lL
0
w
O
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a
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-10
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-10
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0
-20
-20
-20-
0
100 200
300 400
500
600
0
100 200
300 400
500
600
z
DISTANCE (FEET)
DISTANCE (FEET)
z
Z
Q
m
W
0
O
0]
a
a
EXISTING GRADE
BERM EL +6.0
BERM WIDTH - 43'
B EFILL@-32 CY
�•�
MHW, EL +1.5
MLW, EL -2.3
PROJECT 777LE.- CARTERET COUNTY,
BOGUE BANKS MASTER BEACH
NOURISHMENT PLAN - PROJECT 1
DATUM: NAVD 88 (FT)
PREPARED 6Y MOFFATT & NICHOL
L
r PREPARED FOR: CARTERET COUNTY, NORTH CAROLINA
DATE, MAY 2018
i
EXISTING GRADE
BERM EL +6.0
BERM WIDTH - 44'
BASE FILL Q - 29
/FT
20.•
MHW, EL +1.5
MLW, EL -2.3
SHEET TITLE
RENOURISHMENT CROSS SECTIONS - TRANSECTS 73 AND 74
RECEIVED
r SHEET
60
OF
61
JUN 0 7 2018
DCM WILMINGTON, NC

TRANSECT 75
TRANSECT 76
30
30
30
30
20
20
20
20
ao
�
B EFILL@-26 CY
MHW, EL +1.5
�l MLW, EL -2.3
EXI TING GRADE
BERM EL +6.0
BERM WIDTH - 42'
r PRO✓ECT 777LE. CARTERET COUNTY,
BOGUE BANKS MASTER BEACH
NOURISHMENT PLAN - PROJECT 1
DATUM: NAVD 88 (FT)
PREPARED BY. MOFFATT & NICHOL
REPARED FOR: CARTERET COUNTY, NORTH CAROLINA
DATE MAY 2018
r PRO✓ECT 777LE. CARTERET COUNTY,
BOGUE BANKS MASTER BEACH
NOURISHMENT PLAN - PROJECT 1
DATUM: NAVD 88 (FT)
PREPARED BY. MOFFATT & NICHOL
REPARED FOR: CARTERET COUNTY, NORTH CAROLINA
DATE MAY 2018
n
EXISTING GRADE
SHEET TITLE.
RENOURISHMENT CROSS SECTIONS - TRANSECTS 75 AND 76
RECEIVED
IIIN 7 7018
SHEET
61
OF
61
OCM WILMINGTON, NC

ti.