20052016 Ver 5_Modifications_20241022 (2)

TABLE OF CONTENTS
SHEET
DESCRIPTION
SHEET
COVER
SHEET 2
BANKS CONTROL
SHEET 3
BANKS -LAYOUT & BATHYMETRY (Sta 0-55)
SHEET 4
BANKS -LAYOUT & BATHYMETRY (Sta 55-110)
SHEET 5
BANKS -LAYOUT & BATHYMETRY (Sta 110-170)
SHEET 6
BANKS -LAYOUT & BATHYMETRY (Sta 170-230)
SHEET 7
BANKS -LAYOUT & BATHYMETRY (Sta 230-300)
SHEET 8
BEACH CONTROL
SHEET 9
BEACH -LAYOUT & BATHYMETRY (Sta 10-42)
SHEET 10
BEACH -LAYOUT & BATHYMETRY (Sta 41-73)
SHEET 11
BEACH -LAYOUT & BATHYMETRY (Sta 42-104)
SHEET 12
BEACH -LAYOUT & BATHYMETRY (Sta 103-135)
SHEET 13
BEACH -LAYOUT & BATHYMETRY (Sta 134-165)
SHEET 14
BEACH -LAYOUT & BATHYMETRY (Sta 165-197)
SHEET 15
BANKS CHANNEL - CROSS SECTIONS
SHEET 16
BANKS CHANNEL - CROSS SECTIONS
SHEET 17
BANKS CHANNEL - CROSS SECTIONS
SHEET 18
BANKS CHANNEL - CROSS SECTIONS
SHEET 19
BEACH - CROSS SECTIONS
SHEET 20
BEACH - CROSS SECTIONS
SHEET 21
BEACH - CROSS SECTIONS
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Atlantic Ocean
Proposed Additional
Project Area
Banks Channel Navigation Dredging
T I ,, oastal Surf City
Pentler County, NC
TI Coastal, PLLC
Certificate # P-1246
387 North Green Meadows Drive
Wilmington, NC 28405
910.821.1358
Graphic Scale
0' 1000' 2000' 4000'
Scale: 1 " = 2000'

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' 11
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SHEET 3
ZJAL
Permitted Dredge Area
Oo
o �
Kea~.
Proposed Additional Dredge Area ti'' '' �•• -h° •--r-• ^
F w
L A
F w
L A
o°
�27150n O^°°
TI ,, oastal
TI Coastal, PLLC
Certificate # P-1246
387 North Green Meadows Drive
Wilmington, NC 28405
910.821.1358
Vertical Datum
Conversion
MHW
1.70'
NAVD88
2.54'
MLW
SHT 4
SHEET 5
Mdr
� 'r a(�''� � '� � '�rZ'` +' [ ,�s) may, •� •rl �� f ,
• �*v� -J► "� - =� '. ter' t r (w � •
RALMU>
x
x
SHEET 6
Permitted Dredge Area
X
11
7
Banks Channel
Centerline
Right Toe
Left Toe
Point
Easting
Northing
Point
Easting
Northing
Point
Easting
Northing
BC-1
2,405,340.36
220,907.85
TC-R1
2,405,384.41
220,817.64
BC-L1
2,405,296.31
220,998.06
BC-2
2,406,453.03
221,579.16
TC-R2
TC-R3
2,406,504.88
221,493.65
BC-L2
BC-L3
2,406,401.18
221,664.67
BC-3
2,408,057.75
222,557.13
2,408,127.01
222,482.24
2,407,299.60
222,212.19
BC-4
2,409,545.24
224,617.12
TC-R4
2,409,616.16
224,544.51
BC-L4
2,408,665.60
223,569.74
BC-5
2,411,830.05
226,186.58
TC-115
2,411,907.76
226,118.64
BC-L5
2,409,474.32
224,689.73
BC-6
2,413,055.54
228,611.12
TC-R6
2,413,069.05
228,416.16
BC-L6
2,411,752.34
226,254.52
BC-7
2,416,722.46
231,039.73
TC-R7
TC-R8
2,415,141.00
229,788.42
BC-L7
BC-L8
2,412,914.45
228,553.66
BC-8
2,418,146.52
233,009.74
2,415,695.20
230,242.44
2,415,022.11
229,949.57
BC-9
2,420,264.00
234,255.40
TC-R9
2,416,158.80
230,546.50
BC-L9
2,415,576.65
230,403.87
BC-10
2,424,320.56
238,268.98
TC-R10
2,416,856.16
230,923.33
BC-L10
2,416,056.23
230,718.41
BC-11
2,425,773.99
239,344.77
TC-R11
2,417,069.08
231,281.19
BC-1_11
2,416,712.51
231,073.04
BC-12
2,425,887.31
239,798.43
TC-R12
TC-R13
2,417,207.95
231,546.95
BC-L12
BC-1_13
2,416,894.38
231,378.71
BC-13
2,425,425.19
240,897.24
2,417,371.35
231,894.24
2,417,028.76
231,635.87
BC-14
2,424,362.36
241,812.84
TC-R14
2,418,296.01
233,037.10
BC-L14
2,417,200.66
232,001.25
BC-15
2,423,723.16
243,450.75
TC-R15
2,418,909.77
233,337.09
233,854.16
234,175.54
13C415
2,418,168.39
233,197.33
TC-R16 2,419,919.43
TC-R17 2,420,325.46
TC-R18 2,420,622.96
TC-R19 1 2,420,655.36
BC416
2,418,820.26
233,515.96
BC-L17
2,419,810.74
234,023.20
234,469.88
13C418
2,420,192.66
234,325.49
234,579.31
BC-L19
2,420,482.29
234,612.05
B C- L20
2,420, 592.06
234, 643.29
Banks Channel Navigation Dredging
Surf City
Pender County, NC
2024/2025 Banks Channel Project
Graphic Scale
0' 500' 1000' 2000
iiiii
Scale: 1 " = 1000'
X
X
Proposed Pipe Cro
Hispaniola Avenue
ro osed Ad itional Dredge Are
in
4Y
Surf City Project Volumes
Banks Channel
Grade
Overdepth
Total
Sta 15+00to 245+00
281,828
344,310
626,138
Sta 245+00 to 293+00
182,880
85,293
268,173
Total
464,708
429,603
894,311
Surf City Beach
Grade
5' NAVD
Overdepth
5.5' NAVD
Total
Sta. 20+00 to 195+00
545,471
125,590
671,061
Notes:
1, Horizontal Datum: NC State Plane - Zone 3200, NAD83 (2011)
2, Vertical Datum: NAVD88 (Beach) and MLW (Channel)
3, Units: Survey Feet
3, Data collected by TI Coastal between June 18, 2024 to June 27, 2024 and represent
conditions at that time,
4. Soundings are expressed as depths in feet and tenths,
5. Aerial photo taken April 15, 2024 by TerraLina Mapping
6, MLW conversion based on USACE Beaufort Tidal Datum
7, MHW conversion from N❑AA VDatum version 4,7,
DWG NAME: Combined Banks Channel Beneficial Use.dwg
DWG DATE: August 30, 2024
SCALE: 1" = 1000'
Banks Channel Control
SURVEY DATE: JUNE 2024
SHEET: 2 OF 21

r
RO
00
F. -
k
00,
4
x
4Y
x
0,5
+1r0
+1,6
+2, 0
+2r1
+1r9
+1,8
+2,2
+2,3
+2r 0
+1,9
+2, 0
+2r0
+2r0
+1r9
+1r9
+2, 5
+2, 7
+3,2
+1,6
4,2
10,8
15,7
16,
17,
16,
16r
,6
�r9
Surf City Project Volumes
Banks Channel
Grade
Overdepth
Total
Sta 15+00to 245+00
Sta 245+00to 293+00
281,828
182,880
344,310
85,293
626,138
268,173
Total
464,708
429,603
894,311
Surf City Beach
Grade
5' NAVD
Overdepth
5.5' NAVD
Total
Sta. 20+00 to 195+00
545,471
125,590
671,061
M
T I �,,;' oastal
TI Coastal, PLLC
Certificate # P-1246
387 North Green Meadows Drive
Wilmington, NC 28405
910.821.1358
Vertical Datum
Conversion
MHW
1.70'
NAVD88
2.54'
MLW
W
4Y
x
+1,4
+1,4
+1r7
+1,4
+1,6
+1 , 7
+1,6
+1,0
+Or 7
4 1,3
0,6 +0'8
0'1 +0,6
+0,1 +1,3
+0,2 2,40
2 4,5
3,8 5,6
8,7 6,4
11,6 9,2
1&1 12,7
18, 16,5
18, 17,
18, 15,
17,
14,4 18r
77 11,
2,9 8,1
+0,7 4,3
� �� f T r'�. •r
4�;
x Gov
Minor Mod Request
Sta. 15+00 to 35+00
16'+2 MLW
If'x
1E
62 r
,9
6,6
2,4
+2,0
+2, 0
+2r0
+1,6
+0,3
0,4
2,3
2,7
4,2
6,7
9,7
10,6
15,2
15,
15,
r
16,
12,5
�y
M �
H H
W W
W W
U) (AX
W W
Z Z
2 2
t� t�
Q Q
Currently Permitted Area
Sta. 35+00 to 245+00
16'+2'MLW to 12"+2" MLW
4R;
.`
2,7 4 2 -03'
8,6 g ,3 0 � ,0 ,) A- 5
10,1 10`0 4,3 0,8
99 5 �5 33 0'0
5,9 9� 1,3 4 ,1 1,g`1 0 5
+1,6 6 3 4`6 A`3 3 rg 35
5 6,g
+1,5 %"2g AN 4� � `0 8
+1,1 0,0 3� g 6,1 � 9
+1
0'6 �0,6 3' �
+6, 2 g,6 9 4
+1 ' 2 �0,2 �
5 1,� 6 0 5
+1,4 26 5, g,2 g 0
0`5 3,6
3,2 3,5 6 3
4,2 16 6,3
9 5 5, 6,
7
36 5 3
`0 g,0
5r 6,6 �3 10, ,g g,
11r1()'to12 g,0 3
6,13
16,5 15, `� 4,8
14, 1 4,3
15, 12 ` 0 5 9 3 , 6 ti�2R
17, 16, 0 2 3,
15r %15 3\g Z5
17 9,2 6`� (35 2,3
r
72 6,3
r
4
t6
0+00 16+2'
5+00 @ 12+2ff MLW*LU 'TOO
UJI
UJ
UJI
LU
L IA
r - t
r
71
79
+Or 9 73
3,6 6,4
54 3,4
5,8 3,2
5,8 1r5
5,0 1,0
5, 4 2,7
6,0 3,9
77 5r 4
9,6 8,3
10,2 10,6
13r1 12,4
13, 14r0
15, 6 r
1,
17,
16, 12,
1 ' 14,
I
k� 43,0
4, 4
39
4,8 r.
4,7
I 4r4
r A�
,-
a
Banks Channel Naviga Pion Dred ingg
Surf City
Pender County, NC Graphic Scale
0' 100' 200' 400'
iiiii
202412025 Banks Channel Project Scale: 1'• = 200'
Banks Channel Bathmetry (Sta 00+00 to 55+00)
Notes;
1, Horizontal Datum; NC State Plane - Zone 3200, NAD83 (2011)
2, Vertical Datum; NAVD88 (Beach) and MLW (Channel)
3, Units; Survey Feet
3, Data collected by TI Coastal between June 18, 2024 to June 27, 2024 and represent
conditions at that time,
4. Soundings are expressed as depths in feet and tenths,
5. Aerial photo taken April 15, 2024 by TerraLina Mapping
6, MLW conversion based on USACE Beaufort Tidal Datum
7, MHW conversion from N❑AA VDatum version 4,7,
DWG NAME: Combined Banks Channel Beneficial Use.dwg
DWG DATE: August 30, 2024
SCALE: 1 " = 200'
SURVEY DATE: JUNE 2024
SHEET: 3 OF 21

A
g ,6
9 ,2
0 LOU
8
5
4
�
3
5'
,5
4`
2
10 `
3` 53
6`
4,3
2`
3,9
35
Z5
9 `1
5,5
G
fW1
n Blvd
Wk
X
05
3,5
6 "g
5
9 ,%
9A
13
0
1 }5
6 ,3
6 ,9
8`13
6 ,6
4 ,2
k0`
1`
1
g,2
iSaw
f ter..
arolina B vd t
Pip
TI ,, oastal
TI Coastal, PLLC
Certificate # P-1246
387 North Green Meadows Drive
Wilmington, NC 28405
910.821.1358
Vertical Datum
Conversion
MHW
1.70'
if
NAVD88
2.54'
MLW
+0,6
1,2
3,0
4,3
6,5
9,0
86
92
81
7,
8,3
8,3
8,5
78
7,3
6,9
6,5
6A
2,3
0,3
+0,0
0'1
4,7
8A
X
X
3,0
0,6
0A
+0,0
0,0
+0,1
0'1
+0,0
0'1
2,2
3A
43
6,0
6�1
10,6
110
11,3
,
12
12,2
10 1 40
7,
4,3
0,7
X
X.
+0,0 k03
12 112
2,5 2 1
2,4 2
2,7 0
2,5
3,8
5,8 ��
8,1
10,0 12��
12,
13 2,
14�
14 '9
277 _ �0 (0 c)
1` 7 - 0
E it
t ina B 1N
ai �; r,,. e ' r1• 1
"A,.11V �`,Iva
•�� - U ' _''1 ' r •r • 1 S. Anderson,Bl;df,- ; .� �',_
F
\.
br W O
W
�• ! = H Ivd
# '
W s.��.,, Oce �, ` i • r
erson Blvd ',fi r . ;s !u. W _ .�
64 S And . 77.
cef
Banks Channel Navigafion Dred ingg
Surf City
Pender County, NC Graphic Scale
0' 100' 200' 400'
202412025 Banks Channel Project Scale: 1"- 200'
Banks Channel Bathmetry (Sta 45+00 to 110+00)
+0, 7
x 0,2
0,5
0,7
0,0
+0,4
0,6
1,8
3,0
3,7
3,8
3,5
3,7
4,8
5,1
6,4
8,0
11,8
+12,
10,3
10,0
9,5
7, 9
i
3,4
+0,5.JOI
I!
X
rw
Ln
W W
W W
2 Z
(1) Cn
W W
Z Z
Z Z
H H
Q Q
_ 1 I
1 Channel BI0"
\T
Blvd
S. A
nderson
rt,
J" � "' XGean Blvd
.
K
�O {
Notes:
1, Horizontal Datum: NC State Plane - Zone 3200, NAD83 (2011)
2, Vertical Datum: NAVD88 (Beach) and MLW (Channel)
3, Units: Survey Feet
3, Data collected by TI Coastal between June 18, 2024 to June 27, 2024 and represent
conditions at that time,
4. Soundings are expressed as depths in feet and tenths,
5, Aerial photo taken April 15, 2024 by TerraLina Mapping
6, MLW conversion based on USACE Beaufort Tidal Datum
7, MHW conversion from N❑AA VDatum version 4,7,
DWG NAME: Combined Banks Channel Beneficial Use.dwg
DWG DATE: August 30, 2024
SCALE: 1" = 200'
SURVEY DATE: JUNE 2024
SHEET: 4 OF 21

q Ln
W W
V/ V/
z z
_ _
IN
Currently Permitted Template
12'+2' ML W
+0,9 0,4mv
2, 8 4 r 3 lit
8,0 _
11
2,7 5,3 7r6
3 6,1 4,0
+3�1 +Or4
0,3 4�0 1
Li 2,3 +1�1 +0�7 +0
2.6 1r0 +0,64 x +o, 7 rb +1 32 2,9 014 +0,3 + 1'
4,1 4,1 1r0 +Or2 +1,1
5r4 3,3 +1r�
7r2 3,3 L5 +0,1 +1,1
8r4 3,5 2,0 +0,1 +1,1
8,6 2,7 1,4 0,3 +1,1
8,6 31 0,6 0 3 r4 +1r2
8r9 4,3 2 1r3 Or2 Or1
80 4,7 3r5 Ors 2,8
7 �5 70 3
6,7 3r2 2,1
78 104 91 66
78 9 11, �12, 11
12, ' ' 12
7r8 9' 11, 12,
6,8 8,1 10,6 12� '
5�6 6r4 8 9�6 12,11,
4,5 4,7 12,
0,7 3,8 83 8,4 11,6
+0A 6,0 75 2,2 , 3,2
+02 6,9 2,7 Or1'' - 0,9
1r4 6,6
6r4 6,8 .
8,5 9� t
8r4 i inz.
,
6,5 _
A
=� We ChOnel.
Cannel Blvd T ,
Of
}: r
S Anderson Blvd r �,y
r
E'2.
JUM 7
u' cean Blvd 4 " �' • I,,*!' . " '
ae
�. �, � • are y ilk � �.' - r ��' : �d � ,:� rq� .
�+reoti 11
t
„'-- - �1W
A
;k: e
' +rsoQ
Ln
I.
W
W
o
=
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Notes:
Banks Channel Navigation Dred ,n 1, Horizontal Datum. NC State Plane - Zone 3200, NAD83 (2011)
2, Vertical Datum: NAVD88 (Beach) and MLW (Channel)
Vertical Datum 3, Units: Survey Feet
Conversion 3, Data collected by TI Coastal between June 18, 2024 to June 27, 2024 and represent
Surf Clty conditions at that tine,
TIoastal MHW4, Soundings are expressed as depths in feet and tenths,
1 Pender County, NC Graphic Scale 5, Aerial photo taken April 15, 2024 by TerraLina Mapping
'1, 1.70' 0' 100' 200' 400' 6, MLW conversion based on USACE Beaufort Tidal Datum
7, MHW conversion from N❑AA VDatum version 4,7,
NAVD88 TI Coastal, PLLC 2.54' 202412025 Banks Channel Project Scale: 1"- 200'
Certificate # P-1246
387 North Green Meadows Drive MLW DWG NAME: Combined Banks Channel Beneficial Use.dwg
Wilmington, NC 28405 Banks Channel Bathmetry (Sta 110+00 to 170+00) DWG DATE: August 30, 2024 SURVEYDATE: JUNE2024
910.821.1358
SCALE: 1" = 200' SHEET: 5 OF 21

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Surf City Project Volumes
Banks Channel Grade Overdepth Total
Sta 15+00to 245+00 281,828 344,310 626,138 -
Sta 245+00 to 293+00 182,880 85,293 268,173 f .�
Total 1 464,708 1 429,603 1 894,311 „-.
Grade Overdepth
Surf City Beach Totalc-
5 NAVD 5.5 NAVD
Sta. 20+00 to 195+00 545,471 125,590 671,061
rf
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0 0
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Notes:
Banks Channel Navigation Dredgin 1, Horizontal Datum. NC State Plane - Zone 3200, NAD83 (2011)
2, Vertical Datum: NAVD88 (Beach) and MLW (Channel)
Vertical Datum 3, Units: Survey Feet
Conversion 3, Data collected by TI Coastal between June 18, 2024 to June 27, 2024 and represent
Surf City conditions at that time,
Toastal MHW 4, Soundings are expressed as depths in feet and tenths,
1Pender County, NC Graphic Scale 5, Aerial photo taken April 15, 2024 by Terral-ina Mapping
'1, 1.70' 0' 100' 200' 400' 6, MLW conversion based on USACE Beaufort Tidal Datum
7, MHW conversion from N❑AA VDatum version 4,7,
NAVD88 TI Coastal, PLLC 2.54' 202412025 Banks Channel Project Scale:1"- 200'
Certificate # P-1246
387 North Green Meadows Drive MLW DWG NAME: Combined Banks Channel Beneficial Use.dwg
Wilmington, NC 28405 Banks Channel Bathmetry (Sta 170+00 to 230+00) DWG DATE: August 30, 2024 SURVEYDATE: JUNE2024
910.821.1358
SCALE: 1" = 200' SHEET: 6 OF 21

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TI Coastal, PLLC
Certificate # P-1246
387 North Green Meadows Drive
Wilmington, NC 28405
910.821.1358
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Surf City Project Volumes
Banks Channel
Grade
Overdepth
Total
Sta 15+00to 245+00
281,828
344,310
626,138
Sta 245+00to 293+00
182,880
85,293
268,173
Total
1 464,708
1 429,603
1 894,311
Surf City Beach
Grade
5' NAVD
Overdepth
5.5' NAVD
Total
Sta. 20+00 to 195+00
545,471
125,590
671,061
Vertical Datum
Conversion
MHW
1.70'
NAVD88
2.54'
MLW
v
0,6
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6,2
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73
73
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90
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21
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Banks Channel Navigation Dredging
Surf City
Pender County, NC
2024/2025 Banks Channel Project
Banks Channel Bathmetry (Sta 230+00 to
x
+1,0
+1,3
0,1
02
0,7
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2,5
5
1,19
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Notes:
1. Horizontal Datum: NC State Plane - Zone 3200, NAD83 (2011)
2. Vertical Datum: NAVD88 (Beach) and MLW (Channel)
3, Units: Survey Feet
3. Data collected by TI Coastal between June 18, 2024 to June 27, 2024 and represent
conditions at that time,
4. Soundings are expressed as depths in feet and tenths,
5, Aerial photo taken April 15, 2024 by TerraLina Mapping
6. MLW conversion based on USACE Beaufort Tidal Datum
7. MHW conversion from N❑AA VDatum version 4,7,
DWG NAME. Combined Banks Channel Beneficial Use.dwg
DWG DATE. August 30, 2024
SCALE. 1 " = 200'
SURVEY DATE: JUNE 2024
SHEET: 7 OF 21

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Point
Easting
Northing
Point
Easting
Northing
SC-1
2423878.08
236581.77
SC-21
2438551.97
248794.23
SC-2
2423975.97
236676.25
SC-22
2439331.45
249417.83
SC-3
2424701.51
237364.40
SC-23
2440136.01
250015.31
SC-4
2425429.35
238048.01
SC-24
SC-25
2440951.63
250585.91
SC-5
2426157.35
238732.40
2441750.68
251183.15
SC-6
2426899.32
239401.26
SC-26
2442558.93
251769.34
SC-7
2427636.22
240073.03
SC-27
2443357.34
252367.95
SC-8
2428393.11
240726.21
SC-28
2444154.43
252968.17
SC-9
2429146.76
241383.87
SC-29
SC-30
SC-31
2444939.44
253587.74
SC-10
2429919.61
242018.18
2445739.36
254186.69
SC-11
2430678.77
242668.00
2446526.70
254804.23
SC-12
2431452.11
243295.80
SC-32
2447342.25
255384.18
SC-13
2432217.48
243933.81
SC-33
2447670.24
255620.14
SC-14
2432993.56
244564.44
SC-34
2448076.12
255912.14
SC-15
2433776.87
245187.92
SC-35
SC-36
2448482.51
256203.42
SC-16
2434572.30
245787.34
2448889.01
256494.54
SC-17
2435357.40
246405.71
SC-37
2449112.62
256654.62
SC-18
2436158.86
246998.23
SC-38
2449295.59
256785.57
SC-19
2436956.95
247595.82
SC-39 2449702.18 257076.57
SC-20
2437734.99
248218.58
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Surf City Project Volumes
Banks Channel
Grade
Overdepth
Total
Sta 15+00to 245+00
281,828
344,310
626,138
Sta 245+00 to 293+00
182,880
85,293
268,173
Total
464,708
429,603
894,311
Surf City Beach
Grade
5' NAVD
Overdepth
5.5' NAVD
Total
Sta. 20+00 to 195+00
545,471
125,590
671,061
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Notes;
Banks Channel Naviga ton Dred ,n 1, Horizontal Datum; NC State Plane - Zone 3200, NAD83 (2011)
2, Vertical Datum; NAVD88 (Beach) and MLW (Channel)
Vertical Datum 3, Units; Survey Feet
Conversion 3, Data collected by TI Coastal between June 18, 2024 to June 27, 2024 and represent
_Surf City conditions at that time,
TIo as a MHW4, Soundings are expressed as depths in feet and tenths,
,, Pender County, NC Graphic Scale 5, Aerial photo taken April 15, 2024 by TerraLina Mapping
1.70' 6, MLW conversion based on USACE Beaufort Tidal Datum
0' 750' 1500' 3000' 7, MHW conversion from N❑AA VDatum version 4,7,
NAVD88 TI Coastal, PLLC 2.54• 202412025 Banks Channel Project Scale: 1" = 1500'
Certificate # P-1246
387 North Green Meadows Drive MLW DWG NAME: Combined Banks Channel Beneficial Use.dwg
Wilmington, NC 28405 Beach Control DWG DATE. August 30, 2024 SURVEY DATE: JUNE 2024
910.821.1358
SCALE: 1 " = 1500' SHEET: 8 OF 21

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2,6
315
4,5
517
713
8,2
83
9,2
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93
93
917
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918
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1017
1019
11,5
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13l
1318
1416
153
16,2
1710
1717
18,5
1912
19,9
20,6
0
° 21�3
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_ Vertical Datum
Conversion
TIoasta MHW
�� 1 JO'
NAVD88
TI Coastal, PLLC 2.54'
Certificate # P-1246
387 North Green Meadows Drive MLW
Wilmington, NC 28405
910.821.1358
Surf City Project Volumes
Banks Channel
Grade
Overdepth
Total
Sta 15+00to 245+00
281,828
344,310
626,138
Sta 245+00to 293+00
182,880
85,293
268,173
Total
464,708
429,603
j 894,311
Surf City Beach
Grade
5' NAVD
Overdepth
5.5' NAVD
Total
Sta. 20+00 to 195+00
545,471
125,590
671,061
14,9
1518
1616
i
17.2
1810
1817
1914
20,0
20,8
2115
22,2
2219
ti 2316
2 4Z�
x
Banks Channel Navigation Dredging
Surf City
Pender County, NC
2024/2025 Banks Channel Project
Plan View- Beach Template and Bathymetry (Sta 10+00 to 42+00)
44
_ 4 ,r
14
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din
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1
I
1
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1012
10,5
z
z
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1115
12,8
1314
1410
14,8
15,5
1613
171
17.8
1816
193
1913
2016
2112
213
2215
231
2317
2412�,
2418
3
253
2518
NO
NO �tK
Notes;
1, Horizontal Datum; NC State Plane -
Zone 3200, NAD83 (2011)
2, Vertical Datum; NAVD88 (Beach) and
MLW (Channel)
3, Units; Survey Feet
3, Data collected by TI Coastal between
June 18, 2024 to June 27, 2024
and
represent
conditions at that time,
4. Soundings are expressed as depths
in feet and tenths,
Graphic Scale 5, Aerial photo taken April 15, 2024 by TerraLina Mapping
0' 50, 100, 200' 6, MLW conversion based on USACE Beaufort Tidal Datum
7, MHW conversion from N❑AA VDatum version 4,7,
Scale: 1 " = 100'
DWG NAME: Combined Banks Channel Beneficial Use.dwg
DWG DATE: August 30, 2024 SURVEY DATE: JUNE 2024
SCALE: 1 " = 100' SHEET: 9 OF 21

y
r
m
N
Fq
In
W
W
z
z
a
a
FE
2
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+5,2
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0,7
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3,9
4A
4,
4�9
6,5
6,9
7
4
9,1
9,8
10,0
10,2
102
103
10,4
10A
10,5
10,6
10,9
113
11,8
121
12,8
13,5
14l
14,8
15A
162
16,9
1T6
183
192
19,8
20,5
213
22,0
22,7
23,
2 ,1
24,8
25,5
26,1
26,7
27A
28,0
28,5
29,1
29,7
303
31,0
31,2
TIK..foastal
TI Coastal, PLLC
Certificate # P-1246
387 North Green Meadows Drive
Wilmington, NC 28405
910.821.1358
Surf City Project Volumes
Banks Channel
Grade
Overdepth
Total
Sta 15+00to 245+00
281,828
344,310
626,138
Sta 245+00 to 293+00
182,880
85,293
268,173
Total
464,708
429,603
894,311
Surf City Beach
Grade
5' NAVD
Overdepth
5.5' NAVD
Total
Sta. 20+00 to 195+00
545,471
125,590
671,061
J"16 Y
goo L
ago
IM 04
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232
23,9
/
1
1
1 � .
1/
1'
1
1
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1
0
1:
1
I
/ /
25,7
262
251
26,8
271
27,6
281
28,4
28,8
ti 292 ti2Q�
°
Vertical Datum Banks Channel Naviga tion
Conversion Surf City
MHW
11 1.70' Pender County, NC
if
2.54•NAVD88 202412025 Banks Channel Project
_A
N
&Am AL ap
1
ing
X
X
Graphic Scale
0' 50, 100, 200'
iiiii
Scale: 1 " = 100'
0 •
+12T
+
+
+
3
2
418
4A
4
,3
6 ' 7
8�2
8
,7
9,3
101
10A
10,5
10,5
10,5
10,5
10,5
10,6
10,8
11,2
1L6
121
12,8
13,5
13,9
14,5
15,3
16,1
16,8
17,5
18,1
18,9
19,6
20,2
20,8
21,5
22,0
22,7
233
23,9
24,4
25,0
25,5
26,0
26,4
26,9
273
27,8
282
28,7
29�;0
29
X
on
C
A ...
x
X
r
O
N
1 r
4
tie
tie
Notes;
1. Horizontal Datum; NC State Plane - Zone 3200, NAD83 (2011)
2. Vertical Datum; NAVD88 (Beach) and MLW (Channel)
3. Units; Survey Feet
3. Data collected by TI Coastal between June 18, 2024 to June 27, 2024 and represent
conditions at that time,
4. Soundings are expressed as depths in feet and tenths,
5. Aerial photo taken April 15, 2024 by TerraLina Mapping
6. MLW conversion based on USACE Beaufort Tidal Datum
7. MHW conversion from N❑AA VDatum version 4,7,
MLW
Plan View- Beach Template and Bathymetry (Sta 103+00 to 135+00)
DWG NAME. Combined Banks Channel Beneficial Use.dwg
DWG DATE. August 30, 2024
SCALE. 1 " = 100'
SURVEY DATE: JUNE 2024
SHEET. 12 OF 21

A
y
r
b
m
N
tie
dv-
N
0,
,5
3,5
4,5
5,
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3,5
4,3
5,
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6,7
7,8
8,
,1
9,6
9,8
10,2
10,4
10,4
10,4
10,4
10,4
10,5
10,7
11,1
11,4
12,1
12,4
13,2
13,7
14,4
15,1
15,9
16,6
17,3
18,0
18,8
19,6
20,3
21,0
21,6
22,2
22,8
23,5
24,3
25,0
25,8
26,6
27,3
27,8
28,2
28,6
29,0
29,3
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Surf City Project Volumes
Banks Channel
Grade
Overdepth
Total
Sta 15+00 to 245+00
281,828
344,310
6261138
Sta 245+00 to 293+00
182,880
85,293
268,173
Total
464,708
429,603
894,311
Surf City Beach
Grade
5' NAVD
Overdepth
5.5' NAVD
Total
Sta. 20+00 to 195+00
545,471
125,590
671,061
,
23,4
24,0
24,6
25,2
25,5
26,0
26,5
27,0
27,4
27,9
28,2
28,6
29,1
BASELINE -
tie
Vertical Datum Banks Channel Naviga Lion Dre
Conversion
Surf City
T1 oastal 1.70' MHW yPender County/7 NC
"��
TI Coastal, PLLC 254•NAVD88 202412025 Banks Channel Project
Certificate # P-1246
387 North Green Meadows Drive MLW
Wilmington,. NC28405 Plan View- Beach Template and Bathymetry (Sta 134+00 ti
910.821.1358
X
ing
"X„
2,2
3,7
�
N
3,
,8
-p
4,1
r
M
4,2
O
4,2
5
6,3
7,6
8,7
9,
C
,2
-
9,4
9,8
10,0
1 ,2
0,0
1 ,1
10,1
10,2
10,4
10,8
11,2
11,8
12,0
12,6
13,2
14,0
14,7
15,4
16,2
16,8
17,5
18,4
19,0
19,5
20,2
20,9
21,5
22,0
22,5
23,2
23,7
24,3
24,8
25,2 X
25,7
26,1
26,7
27,0
27,5
27,8
28,1
"�Rs
Graphic Scale
0' 50, 100, 200'
iiiii
Scale: 1 " = 100'
+11
FILL AREA
1
N 4
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4
M 4
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O 6,
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13,
13,9
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17,3
18,1
18,7
19,4
20,1
20,7
21,5
21,9
22,6
i� 23,1
23,6
24,2
24,6
25,1
25,6
6,9
28 °
28,6
28,8 �
29,0
Notes;
1. Horizontal Datum; NC State Plane - Zone 3200, NAD83 (2011)
2. Vertical Datum; NAVD88 (Beach) and MLW (Channel)
3. Units; Survey Feet
3. Data collected by TI Coastal between June 18, 2024 to June 27, 2024 and represent
conditions at that time,
4. Soundings are expressed as depths in feet and tenths,
5. Aerial photo taken April 15, 2024 by TerraLina Mapping
6. MLW conversion based on USACE Beaufort Tidal Datum
7. MHW conversion from N❑AA VDatum version 4,7,
DWG NAME: Combined Banks Channel Beneficial Use.dwg
DWG DATE: August 30, 2024
SCALE: 1 " = 100'
SURVEY DATE: JUNE 2024
SHEET. 13 OF 21

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8,8
9,
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9.7
9,8
93
9,8
_ 9,8
9,8
93
10A
10A
10,8
11,3
12,0
12,7 X
1312
13,9
-14,5
15A
16,0
16,6
17,3
18A
18,7
19A
20A
20,7
2115
21,9
22,6
E�411
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2412
24,6
25A
25,6
26,9
27,5
28A
28,6
28,8 tip\
29.0
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12
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SLOPE TIES INTO EXISTING GRADE 97 r
93
93
V
Surf City Project Volumes
Banks Channel
Grade
Overdepth
Total
Sta 15+00to 245+00
281,828
344,310
626,138
Sta 245+00to 293+00
182,880
85,293
268,173
Total
1 464,708
1 429,603
1 894,311
Surf City Beach
Grade
5' NAVD
Overdepth
5.5' NAVD
Total
Sta. 20+00 to 195+00
545,471
125,590
671,061
10,0
1012
1012
10,3
10,6
103
11,3
11,8
12,5
1312
14,0
14,7
15,5
15,9
16,9
17A
18,0
18,8
19,5
20A
203
21,3
22,0
22,6
23A
23,8
24A
24,7
25,3
25,8
26,3
26,8
27A
27,5
°00 27,9
*JOA
BASELINE
T-
- FILL A
x
Vertical Datum Banks Channel Naviga tion Dre
Conversion
Surf City
TI1 o a s a 1.70' MHW yPender County/7 NC
"��
TI Coastal, PLLC 254.NAVD88 202412025 Banks Channel Project
Certificate # P-1246
387 North Green Meadows Drive MLW
Wilmington, NC28405 Plan View- Beach Template and Bathymetry (Sta 165+00 ti
910.821.1358
O 2R960 000
1
00900
.- Cif 7 I �',, 3 �i ,: O .�♦? �► .. .
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2,0
3
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512
3,6
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19
4,6
53
7,
71
14
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912
9,6
10,0
10A
10A
1012
10,3
10,5
10,7
` � 1019
11A
11,7
1212
13,0
13,6
14,3
14,9
15,6
16A
17A
17,8
18,5
1912
19,9
20,6
2112
21,8
22A
23,0
23,5
24,0
24,6
25A
25,7
26A
26A
26,7
Graphic Scale
0' 50, 100, 200'
iiiii
Scale: 1 " = 100'
rmq
X
X
+8,3
+512
,8
+ 3
12
112
212
3A
3,7
412
3,5
412
512
6,5
712
T6
8A
8,5
8,7
9,0
9,3
9,3
9,6
9,7
9,9 ti
10A
10,3 W
10,7 W
11A ca
11,7 z
1212 z
13,0 =
13,7 F
14A a
15A
16,0
16,8
17A
18,0
18,8
19,7
20,3
210
16
21
22,8
23,5
24A
25A
26A
26,7
27A
27,5
WNW ..
�y
ti?,
j
tit
27,9
28,6
Notes:
1,
Horizontal Datum: NC State Plane - Zone 3200, NAD83 (2011)
2,
Vertical Datum: NAVD88 (Beach) and MLW (Channel)
3,
Units: Survey Feet
3,
Data collected by TI Coastal between June 18, 2024 to June
27,
2024 and represent
conditions at that time,
4.
Soundings are expressed as depths in feet and tenths,
5.
Aerial photo taken April 15, 2024 by TerraLina Mapping
6,
MLW conversion based on USACE Beaufort Tidal Datum
7,
MHW conversion from N❑AA VDatum version 4,7,
DWG NAME. Combined Banks Channel Beneficial Use.dwg
DWG DATE. August 30, 2024
SCALE. 1 " = 100'
SURVEY DATE: JUNE 2024
SHEET. 14 OF 21

X12405238.1 00+00 Length:396,0 Azimuth:148,9 X12405442.6
Y; 221077.4 Y; 220738.3
-300,0 -250,0 -200,0 -150,0 -100,0 -50,0 0,0 50,0 100,0 150,0 200,0 250,0 300,0
-5,0 -5,0
0,0
0,0
Topsail Beach Permitted Template
5,0
No Dredging under this Contract
5,0
10,0
10,0
15,0
15,0
- 16
- 18'
20,0
20,0
Banks Channel 2024 Template DBL 100,0 Ft:In
00+00 Depth 10,0 Ft:In
X12406948.2 20+00 Length:396,0 Azimuth: 148,E X12407154.2
Y1 222112.8 Y1 221774.6
-300,0 -250,0 -200,0 -150,0 -100,0 -50,0 0,0 50,0 100,0 150,0 200,0 250,0 300,0
-5,0 -5,0
0,0
0,0
Proposed Dredge Template
5,0
5,0
10,0
10,0
15,0
15,0
- 16'
- 18'
20,0
20,0
Banks Channel 2024 Template DBL 100,0 Ft;In
20+00 Depth 10,0 Ft;In
X:2408355.8 40+00 Length:423,4 Azimuth:125,8 X:2408699.1
Y; 223354.9 Y; 223107.0
-300,0 -250,0 -200,0 -150,0 -100,0 -50,0 0,0 50,0 100,0 150,0 200,0 250,0 300,0
-5,0 -5,0
0,0
0,0
Currently Permitted Dredge Template
Transition Dredge Depths 16+2' to 12+2' MLW
Between 40+00 and 41+00
5,0
5,0
10,0
10,0
15,0
15,0
- 16,
- 18'
20,0
El I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I IJ
20,0
Banks Channel 2024 Template DBL 100,0 Ft:In
40+00 Depth 10,0 Ft:In
X12409671.0 60+00 Length:372,0 Azimuth:145,5 X12409881.6
Y1 224929.2 Y1 224622.5
-300,0 -250,0 -200,0 -150,0 -100,0 -50,0 0,0 50,0 100,0 150,0 200,0 250,0 300,0
-5,0 -5,0
0,0
0,0
Currently Permitted Dredge Template
5,0
5,0
10,0
10,0
- 12'
15,0
- 14'
15,0
20,0
20,0
Banks Channel 2024 Template DBL 100,0 Ft:In
60+00 Depth 10,0 Ft;In
TIAoastal
TI Coastal, PLLC
Certificate # P-1246
387 North Green Meadows Drive
Wilmington, NC 28405
910.821.1358
X12405666.2 05+00 Length:396,0 Azimuth:148,9 X12405870.8
Y; 221335.7 Y; 220996.6
-300,0 -250,0 -200,0 -150,0 -100,0 -50,0 0,0 50,0 100,0 150,0 200,0 250,0 300,0
-5,0 -5,0
0,0
0,0
Topsail Beach Permitted Template
5,0
No Dredging under this Contract
5,0
10,0
10,0
15,0
15,0
- 18'
20,0
20,0
Banks Channel 2024 Template DBL 100,0 Ft:In
05+00 Depth 10,0 Ft:In
X12407372.3 25+00 Length:4013 Azimuth: 148,E X12407581.2
Y1 222377.5 Y1 222034.8
-300,0 -250,0 -200,0 -150,0 -100,0 -50,0 0,0 50,0 100,0 150,0 200,0 250,0 300,0
-5,0 -5,0
0,0
0,0
Proposed Dredge Template
5,0
5,0
10,0
10,0
15,0
15,0
16
- 18'
20,0
20,0
Banks Channel 2024 Template DBL 100,0 Ft;In
25+00 Depth 10,0 Ft;In
X:2408680.4 45+00 Length:381,0 Azimuth:125,8 X:2408989.3
Y; 223737.2 Y; 223514.2
-300,0 -250,0 -200,0 -150,0 -100,0 -50,0 0,0 50,0 100,0 150,0 200,0 250,0 300,0
-5,0 -5,0
0,0
0,0
Currently Permitted Dredge Template
ansition Dredge Depths 16+2' to 12+2' ML
Between 40+00 and 41+00
5,0
5,0
10,0
10,0
- 12'
- 14'
15,0
15,0
20,0
20,0
Banks Channel 2024 Template DBL 100,0 FtlIn
45+00 Depth 10,0 Ft:In
X12410083.1 65+00 Length:372,0 Azimuth:145,5 X12410293.8
Y1 225212.3 Y1 224905.6
-300,0 -250,0 -200,0 -150,0 -100,0 -50,0 0,0 50,0 100,0 150,0 200,0 250,0 300,0
-5,0 -5,0
0,0
0,0
Currently Permitted Dredge Template
5,0
5,0
10,0
10,0
- 12'
- 14'
15,0
15,0
20,0
20,0
Banks Channel 2024 Template DBL 100,0 Ft1In
65+00 Depth 10,0 Ft:In
X12406094.3 10+00 Length:396,0 Azimuth:148,9 X12406298.9
Y; 221594.0 Y; 221254.9
-300,0 -250,0 -200,0 -150,0 -100,0 -50,0 0,0 50,0 100,0 150,0 200,0 250,0 300,0
-5,0 -5,0
0,0
0,0
Topsail Beach Permitted Template
5,0
No Dredging under this Contract
5,0
10,0
10,0
15,0
15,0
16,
- 18'
20,0
20,0
Banks Channel 2024 Template DBL 100,0 Ft:In
10+00 Depth 10,0 Ft:In
X12407737.0 30+00 Length:521,0 Azimuth: 148,E X12408008.2
Y1 222740.0 Y1 222295.0
-300,0 -250,0 -200,0 -150,0 -100,0 -50,0 0,0 50,0 100,0 150,0 200,0 250,0 300,0
-5,0 -5,0
0,0
0,0
Proposed Dredge Template
5,0
5,0
10,0
10,0
15,0
15,0
- 6
1'
20,0
1 1 1 1 1 j I I I I I I 1 1
20,0
Banks Channel 2024 Template DBL 100,0 Ft;In
30+00 Depth 10,0 Ft;In
X:2408973.1 50+00 Length:377,2 Azimuth:125,8 X:2409279.0
Y; 224142.6 Y; 223921.7
-300,0 -250,0 -200,0 -150,0 -100,0 -50,0 0,0 50,0 100,0 150,0 200,0 250,0 300,0
-5,0 -5,0
0,0
0,0
Currently Permitted Dredge Template
4__._...
5,0
5,0
10,0
10,0
- 12'
- 14'
15,0
15,0
20,0
20,0
Banks Channel 2024 Template DBL 100,0 FtlIn
50+00 Depth 10,0 Ft1In
X12410495.3 70+00 Length:372,0 Azimuth:145,5 X12410705.9
Y1 225495.4 Y1 225188.7
-300,0 -250,0 -200,0 -150,0 -100,0 -50,0 0,0 50,0 100,0 150,0 200,0 250,0 300,0
-5,0 -5,0
0,0
0,0
Currently Permitted Dredge Template
5,0
5,0
10,0
10,0
- 12'
- 14'
15,0
15,0
20,0
20,0
Banks Channel 2024 Template DBL 100,0 Ft:In
70+00 Depth 10,0 Ft;In
X12406521.2 15+00 Length:396,0 Azimuth: 148,E X12406727.3
Y; 221852.6 Y; 221514.4
-300,0 -250,0 -200,0 -150,0 -100,0 -50,0 0,0 50,0 100,0 150,0 200,0 250,0 300,0
-5,0 -5,0
0,0
0,0
Proposed Dredge Template
5,0
Begin Dredge Work
5,0
10,0
10,0
15,0
15,0
- 16
- 18'
20,0
20,0
Banks Channel 2024 Template DBL 100,0 Ft:In
15+00 Depth 10,0 FtIn
X12407996.4 35+00 Length:5053 Azimuth:125,8 X12408406.3
Y1 222997.7 Y1 222701.7
-300,0 -250,0 -200,0 -150,0 -100,0 -50,0 0,0 50,0 100,0 150,0 200,0 250,0 300,0
-5,0 -5,0
0,0
0,0
Currently Permitted Dredge Template
5,0
5,0
10,0
10,0
15,0
15,0
16'
- 18'
20,0
20,0
Banks Channel 2024 Template DBL 100,0 Ft;In
35+00 Depth 10,0 Ft;In
X:2409265.9 55+00 Length:373,5 Azimuth:125,8 X:2409568.6
Y; 224547.9 Y; 224329.3
-300,0 -250,0 -200,0 -150,0 -100,0 -50,0 0,0 50,0 100,0 150,0 200,0 250,0 300,0
-5,0 -5,0
0,0
0,0
Currently Permitted Dredge Template
5,0
5,0
10,0
10,0
- 12'
- 14'
15,0
15,0
20,0
20,0
Banks Channel 2024 Template DBL 100,0 FtIn
55+00 Depth 10,0 FtlIn
X12410907.4 75+00 Length:372,0 Azimuth:145,5 X12411118.0
Y1 225778.5 Y1 225471.8
-300,0 -250,0 -200,0 -150,0 -100,0 -50,0 0,0 50,0 100,0 150,0 200,0 250,0 300,0
-5,0 -5,0
0,0
0,0
Currently Permitted Dredge Template
5,0
5,0
10,0
10,0
- 14'
15,0
15,0
20,0
d
20,0
Banks Channel 2024 Template DBL 100,0 Ft:In
75+00 Depth 10,0 Ft;In
Notes;
Banks Channel Navigation Dredging 1, Horizontal Datum; State Plane - Zone 320(2011)
Horizontal Scale 2, Vertical Datum; NAVD88 (Beach) and MLW (Channel)
Vertical Datum 3, Units; Survey Feet
Conversion 0' 50, 100, 200' 3, Data collected by TI Coastal between June 18, 2024 to June 27, 2024 and represent
Surf City conditions at that tirne,
MHW Scale: 1" = 100' 4, Soundings are expressed as depths in feet and tenths,
Pender County, NC 5, Aerial photo taken April 15, 2024 by TerraLina Mapping
12.
' 6, MLW conversion based on USACE Beaufort Tidal Datum7, MHW conversion from N❑AA VDatum version 4,7,
NAVD88 202412025 Banks Channel Project Vertical Scale
'
0'5' 10, 20'
MLW iiiiiDWG NAME. Combined Banks Channel Beneficial Use.dwg
Banks Channel Cross Sections Sta 00+00 to 75+00 Scale: 1 DWG DATE- August 30, 2024 SURVEY DATE. JUNE 2024
SCALE: As Shown SHEET. 15 OF 21

X12411319.5 80+00 Length:372,0 Azimuth:145,5 X12411530.2
Y; 226061.6 Y; 225754.9
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
0.0
Currently Permitted Dredge Template
5.0
5.0
10.0
10.0
- 12'
15.0
15.0
20.0
F1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 120.0
Banks Channel 2024 Template DBL 100,0 Ft:In
80+00 Depth 10,0 Ft:In
X12412344.5 100+00 Length:372,0 Azimuth:116,8 X12412676.5
Y1 227616.7 Y1 227448.9
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
0.0
Currently Permitted Dredge Template
5.0
5.0
10.0
10.0
- 12'
- 14'
15.0
15.0
20.0
20.0
Banks Channel 2024 Template DBL 100,0 Ft;In
100+00 Depth 10,0 Ft;In
X:2413651.6 120+00 Length:372,0 Azimuth:146,5 X:2413857.0
Y; 229145.0 Y; 228834.9
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
0.0
Currently Permitted Dredge Template
5.0
5,0
10.0
10.0
- 12'
- 14'
15.0
15.0
20.0
20.0
Banks Channel 2024 Template DBL 100,0 FtlIn
120+00 Depth 10,0 Ft:In
X12415295.6 140+00 Length:373,9 Azimuth:146,5 X12415502.1
Y1 230284.8 Y1 229973.1
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
0.0
Currently Permitted Dredge Template
5.0
5.0
10.0
10.0
- 12'
15.0
- 14'
15.0
20.0
20.0
Banks Channel 2024 Template DBL 100,0 Ft:In
140+00 Depth 10,0 Ft;In
TIAoastal
TI Coastal, PLLC
Certificate # P-1246
387 North Green Meadows Drive
Wilmington, NC 28405
910.821.1358
X12411648.7 85+00 Length:393,4 Azimuth:116,8 X12411999.9
Y; 226287.7 Y; 226110.2
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
0.0
Currently Permitted Dredge Template
5,0
5,0
10.0
10.0
12'
14'
15.0
15.0
20.0
F1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I A
20.0
Banks Channel 2024 Template DBL 100,0 Ft1In
85+00 Depth 10,0 Ft:In
X12412570.1 105+00 Length:372,0 Azimuth:116,8 X12412902.1
Y1 228063.0 Y1 227895.1
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
0.0
Currently Permitted Dredge Template
5.0
5.0
10.0
10.0
- 12'
- 14'
15.0
15.0
20.0
20.0
Banks Channel 2024 Template DBL 100,0 Ft;In
105+00 Depth 10,0 Ft;In
X:2414068.5 125+00 Length:372,0 Azimuth:146,5 X:2414273.9
Y; 229421.1 Y; 229111.0
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
0.0
Currently Permitted Dredge Template
5.0
5.0
10.0
10.0
- 12'
- 14'
15.0
15.0
20.0
A
20.0
Banks Channel 2024 Template DBL 100,0 FtlIn
125+00 Depth 10,0 Ft:In
X12415696.4 145+00 Length:372,0 Azimuth:146,5 X12415901.8
Y1 230585.2 Y1 230275.1
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
0.0
Currently Permitted Dredge Template
/ r/
5.0
5.0
10.0
10.0
- 12'
- 14'
15.0
15.0
20.0
20.0
Banks Channel 2024 Template DBL 100,0 Ft1In
145+00 Depth 10,0 Ft:In
X12411893.4 90+00 Length:372,0 Azimuth:116,8 X12412225.4
Y; 226724.3 Y; 226556.4
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
0.0
Currently Permitted Dredge Template
5.0
5.0
10.0
10.0
2'
- 14'
15.0
15.0
20.0
F1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I A
20.0
Banks Channel 2024 Template DBL 100,0 Ft:In
90+00 Depth 10,0 Ft:In
X12412795.6 110+00 Length:372,0 Azimuth:116,8 X12413127.6
Y1 228509.2 Y1 228341.4
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
0.0
Currently Permitted Dredge Template
5.0
5.0
10.0
10.0
- 12'
- 14'
15.0
15.0
20.0
20.0
Banks Channel 2024 Template DBL 100,0 Ft;In
110+00 Depth 10,0 Ft;In
X:2414485.3 130+00 Length:372,0 Azimuth:146,5 X:2414690.8
Y; 229697.2 Y; 229387.1
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
0.0
Currently Permitted Dredge Templa
,�T5.0
5.0
10.0
10.0
- 12'
- 14'
15.0
15.0
20.0
20.0
Banks Channel 2024 Template DBL 100,0 FtlIn
130+00 Depth 10,0 Ft1In
X12416120.2 150+00 Length:3735 Azimuth:146,5 X12416326.5
Y1 230850.7 Y1 230539.4
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
0.0
Currently Permitted Dredge Template
5.0
5.0
10.0
10,0
- 12'
- 14'
15.0
15.0
20.0
20.0
Banks Channel 2024 Template DBL 100,0 Ft:In
150+00 Depth 10,0 Ft;In
X12412119.0 95+00 Length:372,0 Azimuth:116,8 X12412451.0
Y; 227170.5 Y; 227002.7
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
0.0
Currently Permitted Dredge Template
5.0
5,0
10.0
10.0
- 12'
- 14'
15.0
15.0
20.0
20.0
Banks Channel 2024 Template DBL 100,0 Ft:In
95+00 Depth 10,0 FtIn
X12413234.8 115+00 Length:372,0 Azimuth:146,5 X12413440.2
Y1 228869.0 Y1 228558.8
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
0.0
Currently Permitted Dredge Template
5.0
5.0
10.0
10.0
- 12'
- 14'
15.0
15.0
20.0
d
20.0
Banks Channel 2024 Template DBL 100,0 Ft;In
115+00 Depth 10,0 Ft;In
X:2414902.2 135+00 Length:372,0 Azimuth:146,5 X:2415107.6
Y; 229973.3 Y; 229663.2
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
0.0
Currently Permitted Dredge Tern ate
5.0
5.0
10.0
10,0
- 12'
- 14'
15.0
15.0
20.0
20.0
Banks Channel 2024 Template DBL 100,0 FtIn
135+00 Depth 10,0 FtlIn
X12416561.9 155+00 Length:373,5 Azimuth:146,5 X12416768.1
Y1 231089.4 Y1 230778.0
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
0,0
Currently Permitted Dredge Template
5.0
5,0
10,0
10,0
- 12'
- 14'
15.0
15.0
20.0
20.0
Banks Channel 2024 Template DBL 100,0 Ft:In
155+00 Depth 10,0 Ft;In
Notes;
Banks Channel Navigation Dredging 1, Horizontal Datum; State Plane - Zone 320(2011)
Horizontal Scale 2, Vertical Datum; NAVD88 (Beach) and MLW (Channel)
Vertical Datum 3, Units; Survey Feet
Conversion 0' 50, 100, 200' 3, Data collected by TI Coastal between June 18, 2024 to June 27, 2024 and represent
Surf City conditions at that time,
MHW Scale: 1" = 100' 4, Soundings are expressed as depths in feet and tenths,
Pender County, NC 5, Aerial photo taken April 15, 2024 by TerraLina Mapping
12.
' 6, MLW conversion based on USACE Beaufort Tidal Datum
7, MHW conversion from N❑AA VDatum version 4,7,
NAVD88 202412025 Banks Channel Project Vertical Scale
'
0'5' 10, 20'
MLW iiiiiDWG NAME. Combined Banks Channel Beneficial Use.dwg
Banks Channel Cross Sections Sta 80+00 to 155+00 Scale: 1 10' DWG DATE. August 30, 2024 SURVEY DATE. JUNE 2024
SCALE. As Shown SHEET. 16 OF 21

X12416832.4 160+00 Length:375,0 Azimuth:125,9 X12417136.4
Y; 231445.8 Y; 231226.1
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
0.0
Currently Permitted Dredge Templ to
5,0
5,0
10.0
10.0
- 12'
- 14'
15.0
15.0
20.0
20.0
Banks Channel 2024 Template DBL 100,0 Ft:In
160+00 Depth 10,0 Ft:In
X12417971.3 180+00 Length:372,6 Azimuth:125,9 X12418273.2
Y1 233090.4 Y1 232872.2
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
0.0
Currently Permitted Dredge Template
5.0
5.0
10.0
10.0
- 12'
- 14'
15.0
15.0
20.0
1 LI
20.0
Banks Channel 2024 Template DBL 100,0 Ft;In
180+00 Depth 10,0 Ft;In
X:2419778.1 200+00 Length:375,6 Azimuth:149,5 X:2419968.6
Y; 234107.1 Y; 233783.4
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
0.0
Currently Permitted Dredge Temp to
5,0
5,0
10.0
10.0
- 12'
- 14'
15.0
15.0
20.0
A
20.0
Banks Channel 2024 Template DBL 100,0 Ft:In
200+00 Depth 10,0 Ft:In
X12421242.4 220+00 Length:262,0 Azimuth:135,3 X12421426.7
Y1 235407.8 Y1 235221.5
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
0.0
Currently Permitted Dredge Templat
5.0
5.0
10.0
10.0
- 12'
15.0
- 14'
15.0
20.0
20.0
Banks Channel 2024 Template DBL 100,0 Ft:In
220+00 Depth 10,0 Ft;In
TIAoastal
TI Coastal, PLLC
Certificate # P-1246
387 North Green Meadows Drive
Wilmington, NC 28405
910.821.1358
X12417057.9 165+00 Length:378,5 Azimuth:125,9 X12417364.7
Y; 231899.8 Y; 231678.0
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
0.0
C rrently Permitted Dredge Template
5.0
5.0
10.0
10.0
- 14'
15.0
15.0
20.0
20.0
Banks Channel 2024 Template DBL 100,0 Ft1In
165+00 Depth 10,0 Ft:In
X12418438.9 185+00 Length:3731 Azimuth:149,5 X12418628.1
Y1 233425.3 Y1 233103.7
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
0.0
Currently Permitted Dredge Template
5.0
5.0
10.0
10.0
- 12'
- 14'
15.0
15.0
20.0
1 1 1 1
20.0
Banks Channel 2024 Template DBL 100,0 Ft;In
185+00 Depth 10,0 Ft;In
X:2420137.5 205+00 Length:372,0 Azimuth:135,3 X:2420399.1
Y; 234391.9 Y; 234127.4
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
0.0
Currently Permitted Dredge Template
IV
5.0
5.0
10.0
4
10.0
- 12'
- 14'
15.0
15.0
20.0
J
20.0
Banks Channel 2024 Template DBL 100,0 FtlIn
205+00 Depth 10,0 Ft:In
X12421559.2 225+00 Length:372,0 Azimuth:135,3 X12421820.8
Y1 235798.5 Y1 235534.1
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
0.0
Currently Permitted Dredge Te plate
5.0
5.0
10.0
10.0
- 12'
15.0
- 14'
15.0
20.0
20.0
Banks Channel 2024 Template DBL 100,0 Ft1In
225+00 Depth 10,0 Ft:In
X12417341.4 170+00 Length:372,6 Azimuth:125,9 X12417643.3
Y; 232311.9 Y; 232093.6
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
0.0
C�rently Permitted Dredge Template
5.0
5.0
10.0
10.0
- 14'
15.0
15.0
20.0
20.0
Banks Channel 2024 Template DBL 100,0 Ft:In
170+00 Depth 10,0 Ft:In
X12418888.3 190+00 Length:372,6 Azimuth:149,5 X12419077.3
Y1 233647.4 Y1 233326.3
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
0.0
Currently Permitted Dredge Template
5.0
5.0
10.0
10.0
- 12'
- 14'
15.0
15.0
20.0
20.0
Banks Channel 2024 Template DBL 100,0 Ft;In
190+00 Depth 10,0 Ft;In
X:2420523.0 210+00 Length:286,3 Azimuth:135,3 X:2420724.4
Y; 234713.1 Y; 234509.5
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
0.0
Currently Permitted Dredge Template
5.0
5.0
10.0
10.0
- 12'
- 14'
15.0
15.0
20.0
20.0
Banks Channel 2024 Template DBL 100,0 FtlIn
210+00 Depth 10,0 Ft1In
X12421914.6 230+00 Length:372,0 Azimuth:135,3 X12422176.3
Y1 236150.2 Y1 235885.7
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0,0
0.0
Currently Permitted Dredge Templat
5.0
5.0
10.0
10.0
- 12'
15.0
- 14'
15.0
20.0
20.0
Banks Channel 2024 Template DBL 100,0 Ft:In
230+00 Depth 10,0 Ft;In
X12417656.3 175+00 Length:372,6 Azimuth:125,9 X12417958.2
Y; 232701.1 Y; 232482.9
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0,0
0,0
�
Currently Permitted Dredge Template
5.0
5,0
10.0
10,0
- 2'
- 14'
15.0
15.0
20.0
20.0
Banks Channel 2024 Template DBL 100,0 Ft:In
175+00 Depth 10,0 FtIn
X12419334.1 195+00 Length:372,6 Azimuth:149,5 X12419523.1
Y1 233875.7 Y1 233554.6
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
1954n0,0
Currently Permitted Dredge Tern to
5.0
5,0
10.0
10.0
- 12'
- 14'
15.0
15.0
20.0
20.0
Banks Channel 2024 Template DBL 100,0 Ft;In
195+00 Depth 10,0 Ft;In
X:2420887.0 215+00 Length:262,0 Azimuth:135,3 X:2421071.3
Y; 235056.1 Y; 234869.8
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0,0
0.0
Currently Permitted Dredge Templat
5.0
5,0
10.0
10,0
- 12'
- 14'
15.0
15.0
20.0
20.0
Banks Channel 2024 Template DBL 100,0 FtIn
215+00 Depth 10,0 FtlIn
X12422270.0 235+00 Length:372,0 Azimuth:135,3 X12422531.7
Y1 236501.9 Y1 236237.4
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
0.0
Currently Permitted Dredge Template
5.0
5.0
10.0
10.0
- 12'
15.0
- 14'
15.0
20.0
E
20.0
Banks Channel 2024 Template DBL 100,0 Ft:In
235+00 Depth 10,0 Ft;In
Notes;
Banks Channel Navigation Dredging 1, Horizontal Datum; State Plane - Zone 320(2011)
Horizontal Scale 2, Vertical Datum; NAVD88 (Beach) and MLW (Channel)
Vertical Datum 3, Units; Survey Feet
Conversion 0' 50, 100, 200' 3, Data collected by TI Coastal between June 18, 2024 to June 27, 2024 and represent
Surf City conditions at that time,
MHW Scale: 1" = 100' 4, Soundings are expressed as depths in feet and tenths,
Pender County, NC 5, Aerial photo taken April 15, 2024 by TerraLina Mapping
12.
' 6, MLW conversion based on USACE Beaufort Tidal Datum
7, MHW conversion from N❑AA VDatum version 4,7,
NAVD88 202412025 Banks Channel Project Vertical Scale
'
0'5' 10, 20'
MLW iiiiiDWG NAME. Combined Banks Channel Beneficial Use.dwg
Banks Channel Cross Sections Sta 160+00 to 235+00 Scale: = 10' DWG DATE: August 30, 2024 SURVEY DATE: JUNE 2024
SCALE: As Shown SHEET. 17 OF 21

X12422625.5 240+00 Length:372,0 Azimuth:135,3 X12422887.1
Y; 236853.5 Y; 236589.1
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
0.0
Currently Permitted Dredge Template
5,0
5,0
10.0
10.0
- 12'
- 14'
15.0
15.0
20.0
20.0
Banks Channel 2024 Template DBL 100,0 Ft:In
240+00 Depth 10,0 Ft:In
X12424095.1 260+00 Length:235,8 Azimuth:135,3 X12424260.9
Y1 238211.8 Y1 238044.2
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
0.0
Proposed Dredge Template
5.0
5.0
10.0
10.0
- 12'
- 14'
15.0
15.0
Proposed Project Expansion 245+00 to 293+00
20,0
El I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I LI
20.0
Banks Channel 2024 Template DBL 100,0 Ft;In
260+00 Depth 10,0 Ft;In
X:2425670.3 280+00 Length:293,5 Azimuth:143,5 X:2425844.9
Y; 239470.2 Y; 239234.3
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
0.0
Proposed Dredge Template
5.0
//
5.0
10.0
10.0
-12'
-14'
15.0
15.0
Proposed Project Expansion 245+00 to 293+00
20.0
20.0
Banks Channel 2024 Template DBL 100,0 Ft:In
280+00 Depth 10,0 Ft:In
X12425098.2 300+00 Length:232,0 Azimuth:40,7 X12425249.7
Y1 241025.8 Y1 241201.6
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
0.0
5.0
5.0
10.0
10.0
No Dredge Work Proposed
15.0
15.0
20.0
20.0
Banks Channel 2024 Template DBL 100,0 Ft:In
300+00 Depth 10,0 Ft;In
TIAoastal
TI Coastal, PLLC
Certificate # P-1246
387 North Green Meadows Drive
Wilmington, NC 28405
910.821.1358
Vertical Datum
Conversion
12.
MHW
'
NAVD88
'
MLW
X12422980.9 245+00 Length:372,0 Azimuth:135,3 X12423242.5
Y; 237205.2 Y; 236940.7
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
0.0
Currently Permitted Dredge Template
5.0
5.0
10.0
10.0
- 12'
- 14'
15.0
15.0
20.0
J
20.0
Banks Channel 2024 Template DBL 100,0 Ft1In
245+00 Depth 10,0 Ft:In
X12424483.4 265+00 Length:262,0 Azimuth:143,5 X12424639.2
Y1 238552.5 Y1 238341.9
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
0.0
Proposed Dredge Template
5.0
5.0
10.0
10.0
- 12'
- 14'
15.0
15.0
Proposed Project Expansion 245+00 to 293+00
20,0
E 1
20.0
Banks Channel 2024 Template DBL 100,0 Ft;In
265+00 Depth 10,0 Ft;In
X:2425760.9 285+00 Length:243,2 Azimuth:67,2 X:2425985.1
Y; 239770.9 Y; 239865.2
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0,0
0.0
Proposed Dredge Template
5.0
5.0
10.0
10.0
-12'
-14'
15.0
15.0
Proposed Project Expansion 245+00 to 293+00
20.0
A
20.0
Banks Channel 2024 Template DBL 100,0 FtlIn
285+00 Depth 10,0 Ft:In
X12424709.6 305+00 Length:262,0 Azimuth:40,7 X12424880.6
Y1 241340.8 Y1 241539.3
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
0.0
5.0
5.0
10.0
10.0
No Dredge Work Proposed
15.0
15.0
20.0
E
20.0
Banks Channel 2024 Template DBL 100,0 Ft1In
305+00 Depth 10,0 Ft:In
X12423377.6 250+00 Length: 254,E Azimuth:135,3 X12423556.7
Y; 237515.1 Y; 237334.1
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
0,0
Proposed Dredge Template
5.0
5,0
10.0
10.0
- 12'
- 14'
15.0
15.0
Proposed Project Expansion 245+00 to 293+00
20.0
J
20.0
Banks Channel 2024 Template DBL 100,0 Ft:In
250+00 Depth 10,0 Ft:In
X12424885.2 270+00 Length:262,0 Azimuth:143,5 X12425041.1
Y1 238849.9 Y1 238639.3
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
0.0
Proposed Dredge Template
5,0
5,0
10.0
10.0
- 12'
- 14'
15.0
15.0
Proposed Project Expansion 245+00 to 293+00
20.0
F1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 120.0
Banks Channel 2024 Template DBL 100,0 Ft;In
270+00 Depth 10,0 Ft;In
X:2425577.4 290+00 Length:232,0 Azimuth:67,2 X:2425791.2
Y; 240236.1 Y; 240326.1
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0,0
0.0
Proposed Dredge Template
End Dredge Work at 293+00
5.0
5,0
10.0
10.0
-12'
-14'
15.0
15.0
Proposed Project Expansion 245+00 to 293+00
20.0
F1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1
20.0
Banks Channel 2024 Template DBL 100,0 FtlIn
290+00 Depth 10,0 Ft1In
Banks Channel Navigation Dredging
Surf City
Pender County, NC
202412025 Banks Channel Project
Horizontal Scale
0' 50, 100, 200'
iiii
Scale: 1 " = 100'
Vertical Scale
0' 5' 10, 20'
iiii
Scale: 1 " = 10'
X12423736.3 255+00 Length:245,2 Azimuth:135,3 X12423908.8
Y; 237863.5 Y; 237689.1
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
0.0
Proposed Dredge Template
5.0
5,0
10.0
10.0
- 12'
- 14'
15.0
15.0
Proposed Project Expansion 245+00 to 293+00
20.0
20.0
Banks Channel 2024 Template DBL 100,0 Ft:In
255+00 Depth 10,0 FtIn
X12425287.1 275+00 Length:262,0 Azimuth:1435 X12425443.0
Y1 239147.4 Y1 238936.8
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
0.0
Proposed Dredge Template
5.0
5.0
10.0
10.0
- 12'
- 14'
15.0
15.0
Proposed Project Expansion 245+00 to 293+00
20.0
F1 I I I I I I I I I I 1
20.0
Banks Channel 2024 Template DBL 100,0 Ft;In
275+00 Depth 10,0 Ft;In
X:2425383.5 295+00 Length:232,0 Azimuth:672 X:2425597.4
Y; 240697.0 Y; 240787.0
-300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 200.0 250.0 300.0
-5.0 -5.0
0.0
0.0
5,0
5,0
10.0
10.0
No Dredge Work Proposed
15.0
15.0
20.0
20.0
Banks Channel 2024 Template DBL 100,0 FtIn
295+00 Depth 10,0 FtlIn
Notes;
1, Horizontal Datum; NC State Plane - Zone 3200, NAD83 (2011)
2, Vertical Datum; NAVD88 (Beach) and MLW (Channel)
3, Units; Survey Feet
3, Data collected by TI Coastal between June 18, 2024 to
conditions at that time,
4. Soundings are expressed as depths in feet and tenths,
5. Aerial photo taken April 15, 2024 by TerraLina Mapping
6, MLW conversion based on USACE Beaufort Tidal Datum
7, MHW conversion from N❑AA VDatum version 4,7,
DWG NAME. Combined Banks Channel Beneficial Use.dwg
DWG DATE: August 30, 2024
SCALE. As Shown
June 27, 2024 and represent
Banks Channel Cross Sections Sta 240+00 to 305+00
SURVEY DATE: JUNE 2024
SHEET. 18 OF 21

X:2423207.9 -13+61 Length:5000,0 Azimuth:138,0 X:2426553.6
Y; 236040.7 Y; 232325.0
0.0 100.0 200.0 300.0 400.0 500.0 600.0 700.0 800.0 900.0 1000.0
20.0 20.0
15.0
15.0
-13+61
10.0
10.0
Profile in Town of Topsail Beach
5.0
No Fill - DOT Sandbag Area
5.0
0.0
0.0
MLW _ MLW
-5.0
-5.0
-10.0
-10,0
-15.0
-15.0
-20.0
-20.0
SC Monitoring '24 Template DBL 150,0 Ft:In
-13+61 Depth 15,0 Ft:In
X12426158.2 26+34 Length:4951,8 Azimuth:138,0 X12429471.6
Y; 238733.1 Y; 235053.2
0.0 100.0 200.0 300.0 400.0 500.0 600.0 700.0 800.0 900.0 1000.0
20.0 20.0
15.0
AA
15.0
26+34
10,0
10,0
13.5'
5.0
5.0
MHV\
0.0
0.0
MLW MLW
-5.0
-5.0
-10.0
-10.0
-15,0
-15.0
-20.0
-20.0
SC Monitoring '24 Template DBL 150,0 Ftdn
26+34 Depth 15,0 Ft:In
X12429145.8 66+30 Length:4956,0 Azimuth:139,0 X12432397.2
Y; 241383.0 Y; 237642.6
0.0 100.0 200.0 300.0 400.0 500.0 600.0 700.0 800.0 900.0 1000.0
20.0 20.0
15.0
15.0
66+30
10.0
10.0
27.0'
5.0
5.0
0.0
0.0
MLW MLW
-5.0
-5.0
-10.0
-10.0
-15.0
-15.0
-20.0
-20.0
SC Monitoring '24 Template DBL 150.0 Ft:In
66+30 Depth 15,0 Ft:In
X12432216.8 106+21 Length:4928,7 Azimuth:140,0 X12435384.9
Y: 243933.2 Y: 240157.6
0.0 100.0 200.0 300.0 400.0 500.0 600.0 700.0 800.0 900.0 1000.0
20.0 20.0
15.0
15.0
106+21
10.0
10.0
33.7'
5.0
5.0
0.0
i
0.0
MLW _ _ MLW
-5,0
-5.0
-10.0
-10.0
-15.0
-15.0
-20.0
-20.0
SC Monitoring '24 Template DBL 150,0 Ft:In
106+21 Depth 15,0 FtlIn
o ab s t a I
TI Coastal, PLLC
Certificate # P-1246
387 North Green Meadows Drive
Wilmington, NC 28405
910.821.1358
X:2423978.2 -3+64 Length: 4964,E Azimuth:138,0 X:2427300.1
Y; 236678.3 Y; 232988.9
0.0 100.0 200.0 300.0 400.0 500.0 600.0 700.0 800.0 900.0 1000.0
20.0 20.0
15.0
15.0
-3+64
10.0
10.0
Town of Topsail Beach/Surf City Line
5.0
No Fill - DOT Sandbag Area
5.0
0.0
0.0
MLW _ _ MLW
-5.0
-5.0
-10.0
-10.0
-15.0
-15,0
-20.0
-20.0
SC Monitoring '24 Template DBL 150,0 FtlIn
-3+64 Depth 15,0 Ft:In
X12426899.6 36+33 Length:4922,8 Azimuth:138,0 X12430193.6
Y; 239401.5 Y: 235743.1
0.0 100.0 200.0 300.0 400.0 500.0 600.0 700.0 800.0 900.0 1000.0
20.0 20.0
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
15.0
15.0
36+33
10.0
10.0
26.2'
5.0
5.0
- - MHVv
0.0
0.0
MLW MLW
-5.0
-5,0
-10.0
-10,0
-15.0
-15.0
-20.0
-20.0
SC Monitoring '24 Template DBL 150,0 FtlIn
36+33 Depth 15,0 Ft:In
X12429918.2 76+30 Length: 4926,E Azimuth:139,0 X12433150.4
Y; 242017.0 Y; 238298.9
0.0 100.0 200.0 300.0 400.0 500.0 600.0 700.0 800.0 900.0 1000.0
20.0 20.0
15.0
15.0
76+30
10.0
10.0
36.0'
5.0
-
MHW
0.0
0.0
MLW _ MLW
-5.0
-5.0
-10.0
-10.0
-15.0
-15.0
-20.0
-20.0
SC Monitoring '24 Template DBL 150,0 FtiIn
76+30 Depth 15,0 Ft:In
X12432991.9 116+21 Length:4948,1 Azimuth:140,0 X12436172.5
Y: 244563.1 Y: 240772.7
0.0 100.0 200.0 300.0 400.0 500.0 600.0 700.0 800.0 900.0 1000.0
20.0 20.0
15.0
15.0
116+21
10.0
10.0
9 7,
5.0
5.0
0.0
0.0
MLW MLW
-5.0
-5.0
-10.0
-10.0
-15.0
-15.0
-20.0
r I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1
-20.0
SC Monitoring '24 Template DBL 150.0 Ft;In
116+21 Depth 15,0 Ft1In
X:2424703.2 6+36 Length:4994,8 Azimuth:138,0 X:2428045.4
Y; 237366.0 Y; 233654.2
0.0 100.0 200.0 300.0 400.0 500.0 600.0 700.0 800.0 900.0 1000.0
20.0 20.0
15.0
15.0
6+36
10.0
10.0
No Fill - DOT Sandbag Area
5.0
5.0
0.0
0.0
MLW - - -
-5,0
-5.0
-10,0
-10.0
-15.0
-15.0
-20.0
-20.0
SC Monitoring '24 Template DBL 150,0 Ft1In
6+36 Depth 15,0 Ft:In
X12427637.0 46+30 Length:4940,5 Azimuth:139,0 X12430878.2
Y; 240073.7 Y; 236345.1
0.0 100.0 200.0 300.0 400.0 500.0 600.0 700.0 800.0 900.0 1000.0
20.0 20.0
15.0
15.0
46+30
10,0
10,0
16.4'
5.0
5.0
0.0
0,0
- - MLV
-5.0
-5.0
-10.0
-10.0
-15.0
-15.0
-20.0
1
-20.0
SC Monitoring '24 Template DBL 150.0 Ft:In
46+30 Depth 15,0 Ft:In
X12430677.2 86+29 Length:4912,9 Azimuth:139,0 X12433900.4
Y; 242666.7 Y; 238958.8
0.0 100.0 200.0 300.0 400.0 500.0 600.0 700.0 800.0 900.0 1000.0
20.0 1 20.0
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
15.0
V1
15.0
86+29
10.0
10.0
10.5'
5.0
5.0
MHW
0,0
0,0
- MLW
-5.0
-5.0
-10.0
-10.0
-15.0
-15.0
-20.0
-20.0
SC Monitoring '24 Template DBL 150.0 Ft:In
86+29 Depth 15,0 Ft:In
X12433773.8 126+23 Length:48901 Azimuth:140,0 X12436917.1
Y: 245185.5 Y: 241439.4
0.0 100.0 200.0 300.0 400.0 500.0 600.0 700.0 800.0 900.0 1000.0
20.0 20.0
15.0
15.0
126+23
10,0
10,0
31.4'
5.0
5.0
0.0
0.0
- MLW
-5.0
-5.0
-10.0
-10.0
-15.0
-15.0
-20.0
-20.0
SC Monitoring '24 Template DBL 150,0 Ft;In
126+23 Depth 15,0 Ft:In
X:2425430.9 16+35 Length:4988,4 Azimuth:138,0 X:2428768.8
Y; 238049.5 Y; 234342.4
0.0 100.0 200.0 300.0 400.0 500.0 600.0 700.0 800.0 900.0 1000.0
20.0 20.0
15.0
15.0
16+35
10.0
10.0
Begin Taper of Beachfill
5.0
5.0
0.0
0.0
MLW MLW
-5.0
-5.0
-10.0
-10.0
-15.0
-15.0
-20.0
-20.0
SC Monitoring '24 Template DBL 150,0 Ft:In
16+35 Depth 15,0 Ft:In
X12428393.0 56+30 Length:4963,7 Azimuth:139,0 X12431649.6
Y; 240726.2 Y; 236980.0
0.0 100.0 200.0 300.0 400.0 500.0 600.0 700.0 800.0 900.0 1000.0
20.0 20.0
15.0
15.0
56+30
10.0
10.0
32.6'
5.0
5.0
0,0
0,0
MLW MLW
-5.0
-5.0
-10.0
-10.0
-15.0
-15.0
-20.0
-20.0
SC Monitoring '24 Template DBL 150,0 FtlIn
56+30 Depth 15,0 Ftdn
X12431451.4 96+25 Length:4903,4 Azimuth:140,0 X12434603.2
Y; 243295.2 Y; 239538.9
0.0 100.0 200.0 300.0 400.0 500.0 600.0 700.0 800.0 900.0 1000.0
20.0 20.0
1 1
15.0
15.0
96+25
10.0
10.0
18.0'
5.0
5,0
0.0
0.0
MLW _ MLW
-5.0
-5.0
-10.0
-10.0
-15.0
-15.0
-20.0
-20.0
SC Monitoring '24 Template DBL 150,0 Ft:In
96+25 Depth 15,0 Ft:In
X12434570.4 136+62 Length:4880,1 Azimuth:141,0 X12437641.5
Y: 245785.9 Y: 241993.3
0.0 100.0 200.0 300.0 400.0 500.0 600.0 700.0 800.0 900.0 1000.0
20.0 20.0
15.0
15,0
136+62
10.0
10.0
40.4'
5.0
5.0
0,0
� �
0,0
MLW _ MLV_
-5.0
-5.0
-10.0
-10.0
-15.0
7
-15.0
-20.0
-20.0
SC Monitoring '24 Template DBL 150,0 Ft:In
136+62 Depth 15,0 FtlIn
Notes;
Banks Channel Navigation Dredging 1, Horizontal Datum: NC State Plane - Zone 320eD83 (2011)
Horizontal Scale 2, Vertical Datum; NAVD88 (Beach) and MLW (Channel)Vertical
nnel)
Vertical Datum 3, Units; Survey Feet
Conversion 0' 75' 150' 300' 3. Data collected by TI Coastal between June 18, 2024 to June 27, 2024 and represent
Surf City conditions at that tirne,
MHW Scale: 1" = 150' 4. Soundings are expressed as depths in feet and tenths,
Pender County, NC 5. Aerial photo taken April 15, 2024 by TerraLina Mapping
12.54'
' 6. MLW conversion based on USACE Beaufort Tidal Datum
7. MHW conversion from N❑AA VDatum version 4,7,
NAVD88 202412025 Banks Channel Project Vertical Scale
0' 7.5' 15' 30'
MLW iiiiiDWG NAME. Combined Banks Channel Beneficial Use.dwg
Beach Cross Sections -13+61 to 136+62 Scale: 1" = 15' DWG DATE. August 30, 2024 SURVEY DATE: JUNE 2024
SCALE. As Shown SHEET. 19 OF 21

X:2435355.1 146+18 Length:4886,4 Azimuth:141,0 X:2438430.3
Y; 246403.9 Y; 242606.5
0.0 100.0 200.0 300.0 400.0 500.0 600.0 700.0 800.0 900.0 1000.0
20.0 20.0
15.0
P
15.0
10,0
36.7' 146+18
10.0
5.0
5.0
0.0
0.0
MLW MLW
-5.0
-5.0
-10.0
-10.0
-15.0
-15.0
-20.0
-20.0
SC Monitoring '24 Template DBL 150,0 Ft:In
146+18 Depth 15,0 Ft:In
X12438551.9 186+08 Length:4816,3 Azimuth:143,0 X12441450.4
Y; 248794.1 Y; 244947.6
0.0 100.0 200.0 300.0 400.0 500.0 600.0 700.0 800.0 900.0 1000.0
20.0 20.0
15.0
15.0
10.0
55.0' 186+08
10.0
5.0
5.0
MHV\
0.0
0.0
MLW MLW
-5.0
-5.0
-10.0
-10.0
-15.0
-15.0
-20.0
-20.0
SC Monitoring '24 Template DBL 150,0 Ft:In
186+08 Depth 15,0 Ft:In
X12441751.2 226+01 Length:49341 Azimuth:144,0 X12444651.4
Y; 251183.5 Y; 247191.7
0.0 100.0 200.0 300.0 400.0 500.0 600.0 700.0 800.0 900.0 1000.0
20.0 20.0
15.0
15.0
226+01
10.0
10.0
No Fill - Beyond Scope of this Contract
5.0
5.0
0.0
0.0
MLW MLW
-5.0
-5.0
-10.0
-10.0
-15.0
-15.0
-20.0
-20.0
SC Monitoring '24 Template DBL 150,0 Ft:In
226+01 Depth 15,0 Ft:In
X12444941.6 266+00 Length:4960,3 Azimuth:144,0 X12447857.2
Y: 253589.4 Y: 249576.4
0.0 100.0 200.0 300.0 400.0 500.0 600.0 700.0 800.0 900.0 1000.0
20.0 20.0
15.0
15.0
266+00
10.0
10.0
No Fill - Beyond Scope of this Contract
5.0
5.0
0.0
i
0.0
MLW _ MLW
-5.0
-5.0
-10.0
-10,0
-15.0
-15,0
-20.0
-20.0
SC Monitoring '24 Template DBL 150,0 Ft:In
266+00 Depth 15,0 FtlIn
o ab s t a I
TI Coastal, PLLC
Certificate # P-1246
387 North Green Meadows Drive
Wilmington, NC 28405
910.821.1358
X:2436157.0 156+15 Length:4829,3 Azimuth:142,0 X:2439130.2
Y; 246996.8 Y; 243191.3
0.0 100.0 200.0 300.0 400.0 500.0 600.0 700.0 800.0 900.0 1000.0
20.0 20.0
15.0
15.0
10.0
52.3' 156+15
10.0
5.0
5.0
0.0
0.0
MLW MLW
-5.0
-5.0
-10.0
-10.0
-15.0
-15.0
-20.0
-20.0
SC Monitoring '24 Template DBL 150,0 FtlIn
156+15 Depth 15,0 Ft:In
X12439332.3 196+08 Length: 4864,E Azimuth:143,0 X12442259.9
Y; 249418.5 Y: 245533.5
0.0 100.0 200.0 300.0 400.0 500.0 600.0 700.0 800.0 900.0 1000.0
20.0 20.0
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
15.0
15.0
10,0
32.9' 196+08
10,0
End of Fill -Taper to Natural Grade by 197+00
5.0
5.0
MHVv
0.0
0.0
MLW MLW
-5.0
-5.0
-10.0
-10.0
-15.0
-15.0
-20.0
-20.0
SC Monitoring '24 Template DBL 150,0 FtlIn
196+08 Depth 15,0 Ft:In
X12442559.5 236+00 Length:4750,4 Azimuth:144,0 X12445351.7
Y; 251769.8 Y; 247926.6
0.0 100.0 200.0 300.0 400.0 500.0 600.0 700.0 800.0 900.0 1000.0
20.0 20.0
15.0
15.0
236+00
10.0
10.0
No Fill - Beyond Scope of this Contract
5,0
5,0
MHW
0.0
0.0
MLW MLW
-5.0
-5.0
-10.0
-10.0
-15.0
7
-15.0
-20.0
-20.0
SC Monitoring '24 Template DBL 150,0 FtlIn
236+00 Depth 15,0 Ft:In
X12445741.4 276+00 Length:4998,8 Azimuth:144,0 X12448679.6
Y: 254188.3 Y: 250144.2
0.0 100.0 200.0 300.0 400.0 500.0 600.0 700.0 800.0 900.0 1000.0
20.0 20.0
15.0
15.0
276+00
10.0
10.0
No Fill - Beyond Scope of this Contract
5.0
5.0
0.0
0.0
MLW
-5.0
-5.0
-10.0
-10.0
-15.0
-15.0
-20.0
-20.0
SC Monitoring '24 Template DBL 150,0 Ft;In
276+00 Depth 15,0 Ft1In
X:2436956.6 166+12 Length:4855,4 Azimuth:142,0 X:2439945.9
Y; 247595.6 Y; 243769.4
0.0 100.0 200.0 300.0 400.0 500.0 600.0 700.0 800.0 900.0 1000.0
20.0 20.0
15.0
15.0
10,0
74.4' 166+12
10.0
5.0
5,0
0.0
0.0
MLW
-5.0
-5.0
-10,0
-10.0
-15.0
-15.0
-20.0
-20.0
SC Monitoring '24 Template DBL 150,0 Ft1In
166+12 Depth 15,0 Ft:In
X12440134.3 206+08 Length:4908,2 Azimuth:143,0 X12443088.1
Y; 250014.0 Y; 246094.2
0.0 100.0 200.0 300.0 400.0 500.0 600.0 700.0 800.0 900.0 1000.0
20.0 20.0
15.0
15.0
206+08
10.0
10.0
No Fill - Beyond Scope of this Contract
5,0
5,0
MHW
0.0
0.0
MLW MLV
-5.0
-5.0
-10.0
-10.0
-15.0
-15,0
-20.0
-20.0
SC Monitoring '24 Template DBL 150,0 Ft1In
206+08 Depth 15,0 Ft:In
X12443358.6 246+00 Length:4342,6 Azimuth:144,0 X12445911.1
Y; 252368.9 Y; 248855.7
0.0 100.0 200.0 300.0 400.0 500.0 600.0 700.0 800.0 900.0 1000.0
20.0 20.0
15.0
15.0
246+00
10.0
10.0
No Fill - Beyond Scope of this Contract
5.0
5.0
MHW
0.0
0.0
MLW - MLW
-5.0
-5.0
-10.0
-10.0
-15.0
-15.0
-20.0
-20.0
SC Monitoring '24 Template DBL 150,0 Ft1In
246+00 Depth 15,0 Ft:In
X12446527.8 286+00 Length:5026,8 Azimuth:144,0 X12449482.5
Y: 254805.0 Y: 250738.3
0.0 100.0 200.0 300.0 400.0 500.0 600.0 700.0 800.0 900.0 1000.0
20.0 20.0
15.0
7
15.0
286+00
10,0
10.0
No Fill - Beyond Scope of this Contract
5.0
5.0
MHV'v
0.0
0.0
MLW _ MLW
-5.0
-5.0
-10.0
-10.0
-15.0
-15.0
-20.0
1 1 1 1
-20.0
SC Monitoring '24 Template DBL 150,0 Ft;In
286+00 Depth 15,0 Ft:In
X:2437734.9 176+08 Length:4890,6 Azimuth:143,0 X:2440678.1
Y; 248218.5 Y; 244312.7
0.0 100.0 200.0 300.0 400.0 500.0 600.0 700.0 800.0 900.0 1000.0
20.0 20.0
15.0
15.0
10,0
32.9' 176+08
10.0
5,0
5.0
0.0
0.0
MLW _ _ _ MLW
-5.0
-5.0
-10.0
-10.0
-15.0
-15.0
-20.0
-20.0
SC Monitoring '24 Template DBL 150,0 Ft1In
176+08 Depth 15,0 Ft:In
X12440951.5 216+04 Length:4899,0 Azimuth:144,0 X12443831.0
Y; 250585.8 Y; 246622.4
0.0 100.0 200.0 300.0 400.0 500.0 600.0 700.0 800.0 900.0 1000.0
20.0 20.0
15.0
15.0
216+04
10.0
10,0
No Fill - Beyond Scope of this Contract
5.0
5,0
0.0
0,0
MLW _ MLW
-5.0
-5.0
-10.0
-10.0
-15.0
-15.0
-20.0
-20.0
SC Monitoring '24 Template DBL 150,0 FtlIn
216+04 Depth 15,0 Ft:In
X12444156.7 256+00 Length:4951,9 Azimuth:144,0 X12447067.3
Y; 252969.9 Y; 248963.8
0.0 100.0 200.0 300.0 400.0 500.0 600.0 700.0 800.0 900.0 1000.0
20.0 20.0
15.0
15.0
256+00
10.0
10.0
No Fill - Beyond Scope of this Contract
5.0
5.0
0.0
0.0
MLW _ MLW
-5.0
-5,0
-10.0
-10.0
-15.0
-15,0
-20.0
-20.0
SC Monitoring '24 Template DBL 150,0 Ft1In
256+00 Depth 15,0 Ft:In
X12447341.6 296+00 Length:49612 Azimuth:144,0 X12450257.7
Y: 255383.8 Y: 251370.1
0.0 100.0 200.0 300.0 400.0 500.0 600.0 700.0 800.0 900.0 1000.0
20.0 20.0
15.0
15.0
296+00
10.0
10,0
No Fill - Beyond Scope of this Contract
5.0
5.0
0.0
0,0
MLW _ _ _ MLV_
-5.0
-5.0
-10.0
-10.0
-15.0
-15.0
-20.0
-20.0
SC Monitoring '24 Template DBL 150,0 Ft:In
296+00 Depth 15,0 FtlIn
Notes;
Banks Channel Navigation Dredging 1, Horizontal Datum: NC State Plane - Zone 320(2011)
Horizontal Scale 2, Vertical Datum; NAVD88 (Beach) and MLW (Chaa nnel)eL)
Vertical Datum 3, Units; Survey Feet
Conversion 0' 75' 150' 300' 3. Data collected by TI Coastal between June 18, 2024 to June 27, 2024 and represent
Surf City conditions at that tirne,
MHW Scale: 1" = 150' 4. Soundings are expressed as depths in feet and tenths,
Pender County, NC 5. Aerial photo taken April 15, 2024 by TerraLina Mapping
12.54'
' 6. MLW conversion based on USACE Beaufort Tidal Datum
7. MHW conversion from N❑AA VDatum version 4,7,
NAVD88 202412025 Banks Channel Project Vertical Scale
0' 7.5' 15' 30'
MLW iiiiiDWG NAME. Combined Banks Channel Beneficial Use.dwg
Beach Cross Sections 146+ 18 to 296+00 Scale: 1" = 15' DWG DATE. August 30, 2024 SURVEY DATE. JUNE 2024
SCALE. As Shown SHEET. 20 OF 21

o ab s t a I
TI Coastal, PLLC
Certificate # P-1246
387 North Green Meadows Drive
Wilmington, NC 28405
910.821.1358
X; 2448152.4 305+94 Length; 4950,5 Azimuth: 144,0 X; 2451062.3
Y1 255966.8 Y1 251961.8
0.0 100.0 200.0 300.0 400.0 500.0 600.0 700.0 800.0 900.0 1000.0
20.0 20.0
15.0
15.0
305+94
10.0
10.0
No Fill - Beyond Scope of this Contract
5.0
5,0
0.0
0.0
- MLW
-5.0
-5.0
-10.0
-10.0
-15.0
-15.0
-20.0
-20.0
SC Monitoring '24 Template DBL 150,0 Ft:In
305+94 Depth 15,0 Ft;In
X; 2448964.5 315+93 Length; 4946,9 Azimuth: 144,0 X; 2451872.2
Y1 256548.6 Y1 252546.5
0.0 100.0 200.0 300.0 400.0 500.0 600.0 700.0 800.0 900.0 1000.0
20.0 20.0
15.0
15.0
315+93
10.0
10.0
Surf City/North Topsail Beach Town Line
No Fill - Beyond Scope of this Contract
5.0
-
0.0
0.0
MLW _ _ _ MLW
-5.0
-5.0
-10.0
-10.0
-15.0
-15.0
-20.0
-20.0
SC Monitoring '24 Template DBL 150,0 Ft:In
315+93 Depth 15,0 Ft;In
X; 2449571.6 325+92 Length; 5000,0 Azimuth: 144,0 X; 2452510.5
Y1 257411.2 Y1 253366.1
0.0 100.0 200.0 300.0 400.0 500.0 600.0 700.0 800.0 900.0 1000.0
20.0 20.0
15.0
15.0
325+92
10.0
10.0
Profile in North Topsail Beach
5.0
No Fill - Beyond Scope of this Contract
5.0
'AHW
0.0
0,0
MLW - - MLW
-5.0
-5.0
-10.0
-10.0
-15.0
-15.0
-20.0
-20.0
SC Monitoring '24 Template DBL 150,0 Ft:In
325+92 Depth 15,0 Ft;In
Notes;
Banks Channel Navigation Dredging 1, Horizontal Datum; State Plane - Zone 320(2011)
Horizontal Scale 2, Vertical Datum; NAVD88 (Beach) and MLW (Chaa nnel)eL)
Vertical Datum 3, Units; Survey Feet
Conversion 0' 75' 150' 300' 3, Data collected by TI Coastal between June 18, 2024 to June 27, 2024 and represent
Surf City conditions at that time,
MHW Scale: 1" = 150' 4, Soundings are expressed as depths in feet and tenths,
Pender County, NC 5, Aerial photo taken April 15, 2024 by TerraLina Mapping
12.54'
' 6, MLW conversion based on USACE Beaufort Tidal Datum
7, MHW conversion from N❑AA VDatum version 4,7,
NAVD88 202412025 Banks Channel Project Vertical Scale
0' 7.5' 15' 30'
MLW iiiiiDWG NAME. Combined Banks Channel Beneficial Use.dwg
Beach Cross Sections 305+94 to 325+92 Scale: 1" = 15' DWG DATE. August 30, 2024 SURVEY DATE: JUNE 2024
SCALE. As Shown SHEET. 21 OF 21