20020158 Ver 3_South Jinks Creek IFC Set-Full Sized-Signed_20220202

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0 ISSUED FOR CONSTRUCTION 2021-11-19 PRG
Mark Description Date Appr.
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N 0 SUNS B AC NAV GA ON
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PROJ C■
SOU J NKS CR K
SUNS B AC NOR CARO NA
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INDEX OF DRAWINGS
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SHEET NO.
SHEET TITLE
'', to .w
G-001
COVER SHEET
PEER
Designed by: Date: Rev.
B. GRANT 2021-11-19 0
Dwn by: Ckd by: M&N Project No.
VNM SM 9269-03
Reviewed by: Drawing code:
P. GRANEY
Submitted by: Drawing Scale: AS SHOWN
MOFFATT & NICHOL Plot scale: 1:1 (D SHEET)
SI PL�
'""-4,-- » ,° '
G-002
GENERAL NOTES & ABBREVIATIONS
-CgNGOP
f .
C-101
EXISTING SITE & KEY PLAN
;, ,� 1
.
C-102
DREDGE PLAN
A i
C-103
WORK AREA PLAN - SHEET 1 OF 3
r
fS .'
C-104
WORK AREA PLAN - SHEET 2 OF 3
• -- ,0 t �`�yY��
C-105
WORK AREA PLAN - SHEET 3 OF 3
%iO
C-301
TYPICAL SECTIONS
VVcS�
,S,
C-302
CROSS SECTIONS - SHEET 1 OF 3
<<`�
O&,x �'y F ' • SHALLOTTE
, ;
ti0 �O�j
C-303
CROSS SECTIONS - SHEET 2 OF 3
1-
B
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, + • w e + .--. ',-r�� :=
C-304
CROSS SECTIONS - SHEET 3 OF 3
1, ' '�
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�:
C-305
VOLUME TABLE
G DREDGE LOCATION
9 ; ` ' -' ;.1; �
• HOLDEN
BEACH
''
m
W
TUBBS
INLET
•
SUNSET• •OCEAN
m
ISLE
.i
n
BEACH BEACH
PROJECT SITE
=
03
% c = ' 1
L.
*SUNSET Gl'A N S-�
_ - BEACH MP\N
• NORTH
MYRTLE
BEACH
/�,
/MNw ATLANTIC
/ OCEAN
• MYRTLE
BEACH
NEARSHORE
PLACEMENT SITE
A
VICINITY MAP LOCATION PLAN
NOT TO SCALE NOT TO SCALE
J``
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4
5
DRAWING SCALES SHOWN BASED ON 11"x17" DRAWING

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GENERAL NOTES: DREDGING:
ABBREVIATIONS: LEGEND
1. THE BATHYMETRY PRESENTED IS BASED ON A SURVEY CONDUCTED BY GEL 1. ALL DREDGING SHALL BE PERFORMED WITHIN THE LIMITS OF THE PERMITTED VIEW NUMBER VIEW NUMBER
ENGINEERING, LLC DATED NOVEMBER 2021 AND CAN ONLY BE CONSIDERED AS DREDGE AREA AS SHOWN ON THE DRAWINGS WITH THE ALLOWABLE APPROX APPROXIMATE
REPRESENTATIVE AT THAT TIME. OVER -DEPTH OF ONE FOOT. AVE AVENUE
CIR CIRCLE B5
SAMPLE VIEW TITLE A3
2. PLAN COORDINATES AND WORK POINTS ARE BASED ON THE NORTH CAROLINA 2. PIPELINE CORRIDOR SHALL BE DELINEATED WITH BUOYS BY THE
STATE PLANE SYSTEM, NORTH AMERICAN DATUM OF 1983 83). CONTRACTOR. FOR PIPELINE PLACEMENT COORDINATION SEE TECHNICAL
SCALE: 1"=50'
D
(NAD CL CENTERLINE
SPECIFICATIONS. SHEET NUMBER VIEW
3. ALL ELEVATIONS SHOWN ARE REFERENCED TO MEAN LOW WATER (MLW). DR DRIVE SHEET NUMBER VIEW REFERENCED TO
3. A PRE- AND POST -DREDGE SURVEY OF THE DREDGE AREA SHALL BE E EAST OR EASTING REFERENCED TO
4. ALL DREDGING SHALL BE PERFORMED WITHIN THE LIMITS OF THE PERMITTED COMPLETED BY AN INDEPENDENT PROFESSIONAL LAND SURVEY OR
DREDGE AREA AS SHOWN ON THE DRAWINGS WITH AN ALLOWABLE REGISTERED IN THE STATE OF NORTH CAROLINA, COORDINATED AND PAID EXIST. EXISTING
VIEW TITLE DETAIL CALLOUT
FOR BY THE CONTRACTOR TO STANDARDS OUTLINED IN THE TECHNICAL
OVER -DEPTH OF ONE FOOT. PROP PROPOSED
SPECIFICATIONS.
TYP TYPICAL
5. A PRE- AND POST -DREDGE SURVEY OF THE DREDGE AREA AND NEARSHORE VIEW NUMBER
PLACEMENT SITE SHALL BE COMPLETED BY AN INDEPENDENT NORTH NEARSHORE PLACEMENT: MLW MEAN LOW WATER
CAROLINA REGISTERED/CERTIFIED SURVEYOR TO STANDARDS OUTLINED IN N NORTH OR NORTHING
THE CONTRACT SPECIFICATIONS. C4 C4
1. PRE- AND POST -CONSTRUCTION SURVEYS FOR QUALITY ASSURANCE OF THE NAD 83 NORTH AMERICAN DATUM OF 1983 G 101 G-101
6. ALL MATERIAL PLACEMENT AND DREDGING SHALL CONFORM TO THE NEARSHORE PLACEMENT SITE SHALL BE COMPLETED BY AN INDEPENDENT
NCWRS NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS. PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF NORTH
CAROLINA, COORDINATED AND PAID FOR BY THE CONTRACTOR. TRANSECTS PL PLACE SHEET NUMBER VIEW
SHALL BE AT 100-FOOT INTERVALS. ADDITIONAL ELEVATIONS SHALL BE
7. THE CONTRACTOR SHALL PLACE THE PERMIT PLACARDS ON THE JOB SITE AND S SOUTH REFERENCED TO
TAKEN AS NECESSARY TO ACCURATELY REPRESENT TOPOGRAPHY OF THE
SHALL COMPLY WITH ALL TERMS OF THE PERMITS PERTAINING TO THE BEACH AREA. ST STREET
PERFORMANCE OF THE WORK. SEE THE TECHNICAL SPECIFICATIONS. SECTION CALLOUT SECTION CALLOUT
USACE UNITED STATES ARMY CORPS OF ENGINEERS
TOWN OF SUNSET BEACH NAVIGATION
PROJECT: SOUTH JINKS CREEK
SUNSET BEACH NORTH CAROLINA
GENERAL NOTES &
ABBREVIATIONS
2. SLOPES CALLED OUT ON PLANS ARE HORIZONTAL : VERTICAL.
8. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS USFWS UNITED STATES FISH AND WILDLIFE SERVICE WITH JOG
BEFORE STARTING WORK. NOTIFY OWNER OF DISCREPANCIES. 3. SEE TECHNICAL SPECIFICATIONS FOR ADDITIONAL PLACEMENT
REQUIREMENTS. & AND
9. ALL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED. METHODS OF
CONSTRUCTION AND ERECTION OF STRUCTURAL MATERIAL ARE THE 4. THE CONTRACTOR SHALL BE REQUIRED TO MONITOR TURBIDITY IMPACTS OF A3
CONTRACTORS RESPONSIBILITY.
C
THE NEARSHORE PLACEMENT EFFORTS. TURBIDITY MEASUREMENTS SHALL
BE TAKEN EVERY 4 HOURS DURING DAYTIME NEARSHORE PLACEMENT
10. THE CONTRACTOR SHALL, ON A DAILY BASIS, REMOVE FROM THE SITE ANY OPERATIONS. SAMPLES WILL BE COLLECTED WITHIN A 2,000-FOOT MIXING
EXCAVATED MATERIAL OR DEBRIS. DISPOSAL OF THE MATERIALS IS THE ZONE EXTENDING FROM THE NEARSHORE PLACEMENT AREA IN THE KEYED NOTE
RESPONSIBILITY OF THE CONTRACTOR. ALL DEBRIS SHALL BE DISPOSED OF IN DOWNDRIFT DIRECTION. A SAMPLE WILL ALSO BE COLLECTED AT THE
A PERMITTED LANDFILL. ENTRANCE OF TUBBS INLET DURING FLOOD TIDE EVENTS. SAMPLES WILL BE DETAIL CALLOUT WITH
COLLECTED WITHIN THE DENSEST PORTION OF ANY NOTICEABLE PLUME LEADERS
11. THESE PLANS ARE INCOMPLETE WITHOUT THE PROJECT TECHNICAL IDENTIFIED AT THE MIXING ZONE BOUNDARY. THE TURBIDITY RESULTS WILL
SPECIFICATIONS. IF THERE ARE CONFLICTS BETWEEN THE PLANS AND BE COMPARED WITH BACKGROUND CONDITIONS COLLECTED UP -CURRENT
SPECIFICATIONS, THE CONTRACTOR SHALL ALERT THE OWNER AND ENGINEER. OF THE PLACEMENT OPERATIONS. SAMPLES WILL BE COLLECTED AT THE
THE TECHNICAL SPECIFICATIONS SHALL TAKE PRECEDENCE. SURFACE, MID -DEPTH, AND BOTTOM OF EACH TEST LOCATION. IF THE * VIEW NUMBER IS BASED ON THE (DACS) LOCATION OF THE LOWER -LEFT
SAMPLES TAKEN IN THE MIXING ZONE EXCEED 20 NEPHELOMETRIC EXTENTS OF THE VIEW ON THE REFERENCED SHEET. WHEN REFERENCING
12. STAGING AND ACCESS AREAS SHALL BE MAINTAINED BY THE CONTRACTOR. TURBIDITY UNITS (NTU'S), OR THE BACKGROUND MEASUREMENTS DRAWING INFORMATION BETWEEN SHEETS, BOTH THE VIEW AND SHEET
STAGING AND ACCESS AREAS SHALL BE CLEARED OF DEBRIS AND (WHICHEVER IS GREATER), PLACEMENT OPERATIONS WILL CEASE UNTIL THE NUMBERS MUST BE QUOTED TOGETHER - EITHER IN A CALLOUT FORMAT AS
MEASUREMENTS RETURN TO BACKGROUND CONDITIONS. IF THE TURBIDITY SHOWN ABOVE OR IN THE FORM;
CONTRACTOR INSTALLED AMENITIES AT THE COMPLETION AND ACCEPTANCE
OF WORK IN THE AREA. THE CONTRACTOR SHALL RESTORE THE STAGING AND READINGS FREQUENTLY EXCEED THE MONITORING PROTOCOLS, THE "VIEW NO./SHEET NO." (EG Al/CS-5001)
ACCESS AREAS TO THEIR ORIGINAL CONDITION AFTER WORK IN THE AREA IS PIPELINE OUTFALL USES FOR THE NEARSHORE PLACEMENT MAY BE
COMPLETE. THIS WORK INCLUDES REPLACEMENT OF FENCING, SIGNS, SAND LOWERED TO THE OCEAN FLOOR TO HELP MINIMIZE SUSPENDED SOLIDS. IF
THE PIPELINE IS LOWERED, THE CONTRACTOR SHALL RAISE THE PIPELINE AT
FENCE, BEACH VEGETATION, WALKWAYS, DUNES, DUNE VEGETATION, PARKING
FACILITIES, PAVED AREAS AND OTHER MISCELLANEOUS ITEMS. ALL LEAST ONCE EVERY 4 HOURS TO OBSERVE THE MATERIAL COMING OUT OF
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TITLE BLOCK
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3G-002,- Plotted.- 11/19/2021 4:01 PM
THE PIPE.
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REPLACEMENT MATERIALS SHALL BE APPROVED BY THE OWNER BEFORE
INSTALLATION.
E
E
Designed by:
B. GRANT
Dwn by: Ckd by:
VNM SM
Reviewed by:
P. GRANEY
Submitted by:
MOFFATT & NICHOL
5. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 50-FOOT BUFFER
13. UNLESS OTHERWISE APPROVED BY THE OWNER, EXCESS EQUIPMENT MAY BETWEEN THE HYDRAULIC PIPELINE AND ANY EXISTING SANDBAGS,
ESPECIALLY ALONG THE BAYSIDE SHORELINE OF PALM COVE.
-
D
D
ONLY BE STORED IN APPROVED STORAGE/STAGING AREAS. THE OWNER
RESERVES THE RIGHT TO LIMIT SUCH AREAS AS DEEMED NECESSARY. 6. THE CONTRACTOR SHALL POSITION THE HYDRAULIC PIPELINE SEAWARD OF
OPERATION OF GRADING AND OTHER CONSTRUCTION EQUIPMENT WILL NOT BE
_
C
DRAWING AREA
C
B
MEAN HIGH WATER (MHW)ALONG THE OCEANFRONT OF SUNSET BEACH FOR
PERMITTED OUTSIDE THE WORK AREA LIMITS EXCEPT FOR INGRESS AND
-
-
B
AREAS OUTSIDE OF PALM COVE. THE OWNER CANNOT GRANT PERMISSION
EGRESS OF THE SITE AT APPROVED LOCATIONS. THE STACKING OF DISCHARGE TO PLACE THE PIPELINE LANDWARD OF MHW AND ON PRIVATE PROPERTY
B
B
PIPES IN LAYERS EXCEEDING TWO PIPES HIGH SHALL BE PROHIBITED. OUTSIDE OF PALM COVE.
-
A
A
o Lo
14. ANY EXISTING SIGNS, FENCES, OR OTHER STRUCTURES WITHIN THE WORK
LIMITS SHALL BE PROTECTED AND/OR REMOVED AND LATER REPLACED BY THE
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`f) co "0
v)
CONTRACTOR AS DIRECTED. DRAWING AREA COORDINATE SYSTEM (DACS)
idh4
238 PRINCES
WILMINGTON, NC
910-281-7
`fatt & nichol NC FIRM NO. F
9-03 S. links Creek /FC \ 92690
15. THE AERIAL IMAGERY PRESENTED ON THE PLANS IS A NC ONE MAP FROM 2020
AND CAN ONLY BE CONSIDERED AS INDICATING THE CONDITIONS AT THE TIME.
16. THE MEAN HIGH WATER ELEVATION AND MEAN LOW WATER ELEVATION SHOWN
ON THE DRAWINGS AND BELOW ARE BASED ON NOAA TIDAL DATUMS AT THE
NOAA STATION 8659897 SUNSET BEACH, NC.
MHW 4.95 FT
NAVD 2.85 FT
Sheet
SF1
L.J
Reference
Number:
02
► L.J
•
MTL 2.47 FT
MLW 0.00 FT SHEET
DESIGNATOR -
o
F
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RESET" SHEET TYPE -
17. SURVEY BENCHMARK IS NGS MARKER "SEASIDE NAVD88 EL 42.06-FT.
SHEET
SEQUENCE
SHEET NUMBERING
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Reference No.
G-002
INDEX: 2 OF 12
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4
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DRAWING SCALES SHOWN BASED ON 11"x17" DRAWING

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NEARSHORE PLACEMENT NOTES
= N
1, THE HYDRAULIC PIPELINE USED TO TRANSFER THE DREDGE
v.. -
MATERIAL SHALL BE POSITIONED WITHIN 20-FT OF THE DUNE TOE
s . ,
lip
ADJACENT TO THE VEGETATION LINE WHILE TRAVERSING THE
BEACH INSIDE OF PALM COVE LIMITS, THE PIPELINE SHALL HAVE A
0 ISSUED FOR CONSTRUCTION 2021-11-19 PRG
Mark Description Date Appr. j
D
_ __ ,._�K - -
%
MINIMUM OF ONE SAND RAMP CROSSING POSITIONED TO
FACILITATE PEDESTRIAN ACCESS WHERE THE PIPELINE CROSSES
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- ` �'
. ,.__ . _
THE SANDY BEACH TO ENTER THE ATLANTIC OCEAN,
2, THE CONTRACTOR SHALL INSPECT THE PIPELINE A MINIMUM OF
ONCE EVERY 4 HOURS OF OPERATION FOR LEAKS OR MATERIAL
SPILLS. WHEN A LEAK IS DISCOVERED ALL OPERATIONS SHALL
CEASE UNTIL REPAIRS ARE COMPLETED TO STOP THE MATERIAL
SPILLAGE.
3. IF THE PIPELINE CANNOT BE POSITIONED ABOVE MHW DUE TO
DOCKS OR OTHER STRUCTURES, THE PIPELINE SHALL BE MARKED
WITH BUOYS AND LIGHTS A MINIMUM OF EVERY 100-FT IN SOUTH
JINKS CREEK, OR AS RECOMMENDED BY THE USCG,
4. THE PIPELINE WILL CROSS ALL NAVIGABLE WATERWAYS
:� , ?•=
PERPENDICULAR TO THE DIRECTIONS OF TRAVEL TO MINIMIZE THE
-
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4 SOUTH JINKS CREEK -
',, -,` ": DREDGE AREA ,
4
41101/011114
PIPELINE LENGTH WITHIN THE NAVIGATION CHANNEL THE PIPELINE
WILL BE ANCHORED IN THE DEEPEST DEPTH AVAILABLE TO NOT
BLOCK NAVIGATION AND WILL HAVE BUOYS ATTACHED
APPROXIMATELY EVERY 25-FT ALONG EACH CROSSING TO
IDENTIFY ITS PRESENCE. THE PIPELINE SHALL NOT BE ALLOWED TO
CROSS NAVIGABLE WATERS WITH LESS THAN FOUR (4) FEET OF
DRAFT REMAINING OVER THE SUBMERGED LINE,
5. SIGNAGE SHALL ALSO BE PROVIDED AND VISIBLE FROM BOTH
C
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+!
DIRECTIONS OF TRAVEL TO MARK ALL NAVIGATION CROSSINGS
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APPROXIMATE PIPELINE
6 . THE CONTRACTOR SHALL MARK THE NEARSHORE PLACEMENT
LINE SEAWARD OF MHW IN THE ATLANTIC OCEAN AT LEAST
500EFT WITH BUOYS OROTHER FLOATING DEVICES TO MARK THE
PIPELINE ROUTE. THE PIPELINE SHALL BE MARKED AT LEAST EVERY
100 FT WITHIN SOUTH JINKS CREEK.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING
COMPLIANCE WITH THE USCG AIDS TO NAVIGATION LIGHTING AND
MARKING REQUIREMENTS FOR THE OFFSHORE EQUIPMENT AND
TOWN OF SUNSET
PROJECT: SOU'
SUNSET BEACH I
cn
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PIPELINE.
4,,,,.,,, .. _ j� - =" � ' — ::
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LEGEND
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SHEET _
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:
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„L �'
-- — — — —
MEAN HIGH WATER
Date:
2021-11-19
M&N Project No.
9269-03
Drawing code:
Drawing Scale:
Plot scale: 1:1 (I
F .
-. ���c
k
r • MHW CONTOUR (2018)�\
-
\
— MHW-
\
APPROXIMATE PIPELINE CORRIDOR
FM PIPELINE
�
iz
PALM COVE
:///1
_ - /
MHW MHW
COMMUNITY
AREA OF DREDGE
MHW
�S
••
MHW
NEARSHORE
7y�Sl>�\lXy�`
NEARSHORE PLACEMENT SITE
n
PLACEMENT SITE
_ _
— -- --
��
Designed by:
B. GRANT
Reviewed by:
P. GRANEY
Submitted by:
MOFFATT & NICH(
ted: > 7/>9/21
B—
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--- W� W'
v w�
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--- SHEET C-103
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Dwn by:
VNM
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io 0 0 0 0ne�`�0 tsu*tust�0•0�0�`�0�0�0�0�0Si VI
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SHEET C-105 -----
— _
— SHEET C-104
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I
o, NEARSHORE PLACEMENT APPROXIMATE PIPELINE
PIPELINE, SEE NOTES CORRIDOR
A
250' 0' 250' 500'
i
SCALE: 1 "=500'
- Lz
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 11"x17" DRAWING

1
2
3
4
5
r
NOTES:
N 1. MAJOR CONTOURS PROVIDED ARE ON A 5' INTERVAL.
2. MINOR CONTOURS PROVIDED ARE ON A 1' INTERVAL.
3. ELEVATIONS REFERENCE MEAN LOW WATER (MLW)
RIVERSIDE DR tlidi))
0 ISSUED FOR CONSTRUCTION 2021-11-19 PRG
Mark Description Date Appr. J
D
' C_r',,, , VERTICAL DATUM.
/^ 4 )\ Yr1
\ i
N 4. COORDINATES REFERENCE NORTH CAROLINA STATE
/ V'WP 1: o
►'
.
\ PLANE - NAD 83, US FOOT HORIZONTAL DATUM.
\}
_-
'.
5. FOR DREDGING CROSS SECTIONS SEE SHEETS C-302
THRU C-304.
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WP 2.
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LEGEND
I �� ° - -O MAJOR CONTOUR
I
*.011
O
I O MINOR CONTOUR
11 . +
") BASELINE
— - — DREDGE
at
\1 1
:_.,..
',It
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FM PIPELINE
I
MPROPOSED CORRIDOR LIMITS
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DREDGE AREA BASE
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"
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3EACH NAVIGATION
H JINKS CREEK
IORTH CAROLINA
• 13 AM by NMORG,
(7 P, C-301
> ioW
I.V�...,=-ATM
lowir
SOUTHJINKS CONTROL TABLE
,
WORKPOINT
STATION
EASTING
NORTHING
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♦ Ohm
1
51+00
2,154,181.90
46,199.77
/ J1 I
., / l i �l WP 3 ��'lif�
��
2
52+50
2,154,221.68
46,055.14
y 1
111 I l
o� SOUTH JINKS CREEK
3
57+50
2,154,242.07
45,555.56
\\ �WP4
\�
5:1 SIDE SLOPES
BOTTOM EL -5.0
4
58+00
2,154,257.39
45,507.96
. � ,� �
\
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\ ♦
5
58+50
2,154,288.65
45,468.93
Nn\ \ Wp 5 ' kL� \ (-\ DREDGE LI -
6
59+00
2,154,329.49
45,440.10
\ ' 1+00 _ ` _ 5 -
7
59+50
2,154,376.04
45,421.84
j
6�
\\ \ WP �•
\ ice. � � -11
8
60+00
2,154,425.91
45,418.24
* - -` N � �� •
\WP7 _ z� 6
9
60+50
2,154,475.91
45 417.58
,.
\ WP 8 � -�� � ♦ _ �
\\
10
61+00
2,154,525.78
45,421.20
WP10 o
WP 11 ,6
'�
11
61 +50
2,154,575.57
45,425.73
WP 12
.
\ \
12
64+75
2,154,892.10
45,499.44
_ ®-) - = -
-,
13
68 50
2,155,267.05
45,505.52
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WP 13,
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hdh4 238 PRINCESS ST
WILMINGTON, NC 28401
910-281-7100
moffatt & nichol NC FIRM NO. F-0105
...
i .� NEARSHORE
I ; _ PLACEMENT
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MATCHLINE, SHEET C-104
50' 0' 50' 100'
SCALE: 1 "=100'
J
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 11"x17" DRAWING

1
2
3
4
5
r
NOTE:
N
PIPELINE CORRIDOR IS APPROXIMATE. THE CONTRACTOR
_ _FM _
M - - _ - li)
SHALL MAKE EVERY EFFORT TO LIMIT THE PIPELINE ON THE
BEACH. THE OWNER DOES NOT POSSESS EASEMENTS FOR
D
_-
' FMB - - _ '
� - - - Fij' _
`
THE PIPELINE ALONG THE SANDY BEACH. THE
CONTRACTOR SHALL ANTICIPATE MAINTAINING THE
PIPELINE SEAWARD OF MHW FOR ANY SECTION OF BEACH
o
-�FM-`�'-
' , \ Pm - - \
�..... ..... F '��
OUTSIDE OF PALM COVE.
LEGEND
w-`\-
FM\-_
PIPELINE
- - \ FM- \
FM
PROPOSED CORRIDOR LIMITS
ill
Z
2
C.)
F\ .
� /F
� \
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\
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-
Q
\-A \
C1
\c-\
PALM COVE `' , .. ;,;.';x ;�. I
•,"` "L - +e - 1
_
9
t -. y 11
f PIPELINE SHALL NOT BE i��
r s'� `' PLACED WITHIN 50FT OF i
7 . _ `1 EXISTING SAND BAGS
FINAL PIPELINE
1 PLACEMENT WILL
, BE COORDINATED
USFWS, SEE NOTE
/
3.. . /
Designed by: Date: Rev.
B. GRANT 2021-11-19 0
Dwn by: Ckd by: M&N Project No.
VNM SM 9269-03
Reviewed by: Drawing code:
P. GRANEY
Submitted by: Drawing Scale: AS SHOWN
MOFFATT & NICHOL Plot scale: 1:1 (D SHEET)
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_ _ _ - FINAL PIPELINE 3
_ _ _ W
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Reviewed by: Drawing code:
P. GRANEY
Submitted by: Drawing Scale: AS SHOWN
MOFFATT & NICHOL Plot scale: 1:1 (D SHEET)
FINAL PIPELINE PLACEMENT WILL BE
COORDINATED WITH NCWRC AND USFWS
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NOTES: LEGEND
A
1. MAJOR CONTOURS PROVIDED ARE ON A 5' INTERVAL. (-5 ) MAJOR CONTOUR
2. MINOR CONTOURS PROVIDED ARE ON A 1' INTERVAL. MINOR CONTOUR
FM PIPELINE
3. ELEVATIONS REFERENCE MEAN LOW WATER (MLW)
PROPOSED CORRIDOR LIMITS
VERTICAL DATUM. 50' 0' 50' 100'
4. COORDINATES REFERENCE NORTH CAROLINA STATE SCALE: 1 "=100'
PLANE - NAD 83, US FOOT HORIZONTAL DATUM.
5. MEAN HIGH WATER (MHW) EXTRACTED FROM SURVEY
CONDUCTED BY GEODYNAMICS IN AUGUST 2018.
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4
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DRAWING SCALES SHOWN BASED ON 11"x17" DRAWING

1
2
3
4
5
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BEACH FILL
150.00'
APPROX EXISTING GRADE
____ ____ _____ --
EL-6.0
. 140704fArktff r r . k
AIIP WW4 * * * )4v
NOTES:
TOWN OF SUNSET BEACH NAVIGATION
PROJECT: SOUTH JINKS CREEK
SUNSET BEACH NORTH CAROLINA
TYPICAL SECTIONS
C
1.
2.
3.
C2
FINAL GRADE OF NEARSHORE PLACEMENT SITE
SHALL NOT EXCEED -6FT MLW.
CONTRACTOR SHALL NOT BE ALLOWED TO PLACE
MATERIAL ABOVE THE -6FT MLW CONTOUR OR PLACE
THE DISCHARGE PIPE OUTSIDE THE HORIZONTAL
PLACEMENT COORDINATES SHOWN ON THE PLANS.
SIDE SLOPES SHOWN ARE APPROXIMATE. THE
CONTRACTOR SHALL NOT BE RESPONSIBLE FOR
MAINTAINING SIDE SLOPES THAT FALL FLATTER THAN
THOSE SHOWN ABOVE. THE CONTRACTOR IS
RESPONSIBLE FOR ENSURING THE FINAL GRADE
REMAINS BELOW THE -6FT MLW CONTOUR.
MATERIAL PLACEMENT TYPICAL SECTION
C-105
SCALE:NTS
B
PROPOSED OVERDEPTH
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4
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3
4
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75
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VERTICAL SCALE: 1"=30'
HORIZONTAL SCALE: 1"=60'
•' )
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04
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Reference No.
C-302
CD
926903C-302; Plotted: 71/19/2021 4:04 PM by MORGAN,
9269-03 S. finks Creek /FC
9269 \ 9269— 03 \ 20 CADD
2
3
4
5
DRAWING SCALES SHOWN BASED ON 11"x17" DRAWING

1
2
3
4
5
D
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75
0
- 10
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- 75 -50 -25 0 25
DISTANCE (FT)
STATION 65+00
CL ALIGNMENT
50
75
0
- 10
- 20
100
DESIGN DREDG
E (EL -5.0)
OVER DES
DREDGE
IGN
EL -6.0)
5
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APPRO
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GRADE
10
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DISTANCE (FT)
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0' APPRO
X. EXIST.
GRADE
- 75 -50 -25 0 25 50
DISTANCE (FT)
75
10
- 10
-20
100
15' 0' 15' 30'
VERTICAL SCALE: 1"=30'
30' 0' 30' 60'
HORIZONTAL SCALE: 1"=60'
CC
ISSUED FOR CONSTRUCTION
CD
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5 cc
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SUNSET BEACH NORTH CAROLINA
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Reference No.
C-303
CD
9269-03 S. (links Creek /FC \ 926903C-303,• Plotted: 11/19/2021 4:04 PM by MORGAN,
9269 \ 9269— 03 \ 20 CADD
1
2
3
4
5
INDEX: 10 OF 12
DRAWING SCALES SHOWN BASED ON 11"x17" DRAWING

1
2
3
4
5
c
STATION 66+00 STATION 68+50
CL ALIGNMENT CL ALIGNMENT
10
I
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- DESIGN
DREDGE
(EL -5.0)
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OVER DESIGN
DESIGN
DREDGE
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GRADE
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DISTANCE (FT)
STATION 66+50
CL ALIGNMENT
50
75
100
-20 -20 -20
-100 -75 -50 -25 0 25 50 75 100
DISTANCE (FT)
10
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TOWN OF SUNSET BEACH NAVIGATION
PROJECT: SOUTH JINKS CREEK
SUNSET BEACH NORTH CAROLINA
CROSS SECTIONS -
SHEET 3 OF 3
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DISTANCE (FT)
STATION 67+00
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50
75
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50
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DISTANCE (FT)
STATION 67+50
CL ALIGNMENT
10
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OVER DESIGN
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— — — — — — EXISTING GRADE
Sheet
Reference No.
C-304
INDEX: 11 OF 12
J ``
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 11"x17" DRAWING

1
2
3
4
5
x
SOUTH JINKS CREEK
DESIGN
CUMULATIVE
CUMULATIVE
DREDGE
DESIGN
STATION
DENSITY
(CY/FT)
DREDGE
VOLUME (CY)
OVER -DEPTH
VOLUME (CY)
D
51+00
28.2
0
0
51+50
30.8
1,475
302
52+00
32
3,044
615
52+50
33.1
4,687
935
53+00
33.2
6,345
1,253
53+50
34.7
8,042
1,566
54+00
36.6
9,826
1,874
54+50
35
11,616
2,177
55+00
32.8
13,313
2,476
55+50
30.3
14,891
2,777
56+00
27.2
16,328
3,076
56+50
25.8
17,653
3,373
57+00
26.6
18,964
3,663
TOWN OF SUNSET BEACH NAVIGATION
PROJECT: SOUTH JINKS CREEK
SUNSET BEACH NORTH CAROLINA
VOLUME TABLE
57+50
29.7
20,390
3,944
58+00
29.7
21,857
4,216
58+50
27.5
23,237
4,479
59+00
24.8
24,486
4,732
59+50
23
25,595
4,972
60+00
21.7
26,699
5,222
C
60+50
20.6
27,744
5,472
61+00
20.1
28,761
5,731
61+50
19.6
29,743
5,991
62+00
19.8
30,730
6,257
62+50
19.7
31,718
6,525
63+00
19.9
32,710
6,796
63+50
19.4
33,693
7,068
64+00
19.8
34,674
7,339
64+50
19.9
35,667
7,610
65+00
21.2
36,689
7,880
65+50
23.9
37,816
8,150
66+00
24.5
39,025
8,421
66+55
25
40,385
8,575
67+00
23.5
41,478
8,978
67+50
21.7
42,608
9,259
68+00
21.1
43,679
9,529
68+50
20.9
44,727
9,799
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ST
WILMINGTON,
ESNCS 28401
910-281-7100
moffatt & nichol NC FIRM NO. F-0105
A
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1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 11"x17" DRAWING