CAMA_401 Mod

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SITE
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VICINITY MAP
(N.T.S.)
TO
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NC

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I, NORWOOD MARTIN MAYO, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY PERFORMED UNDER MY SUPERVISION
DEED DESCRIPTION RECORDED IN DEED BOOK 2067, PAGE 710 AND
D.B.2086, PG. 609; BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS
DRAWN FROM INFORMATION FOUND IN PLAT CABINET D, SLIDE 281 AND THAT
THE RATIO OF PRECISION AS CALCULATED IS 1:10,000; THAT THE GLOBAL
POSITIONING SYSTEM (GPS) OBSERVATIONS WERE PERFORMED TO THE
STANDARDS PART 2: STANDARDS FOR GEODETIC NETWORKS AT THE 2CM
ACCURACY CLASSIFICATION (95% CONFIDENCE) USING REAL TIME KINEMATICS,
OPUS, AND TRADITIONAL REVERSE; AND THAT THIS MAP MEETS THE
REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN
NORTH CAROLINA (21 NCAC 56. 1600). THIS 9 DAY OF NOVEMBER, 2021
____________________________________________________
NORWOOD MARTIN MAYO, PLS
REGISTRATION NO.: L-1546
I NORWOOD MARTIN MAYO, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL GPS SURVEY MADE UNDER MY SUPERVISION AND
THE FOLLOWING INFORMATION WAS USED TO PERFORM THE SURVEY:
1. CLASS OF SURVEY: C
2. POSITIONAL ACCURACY: 2CM
3. TYPE OF GPS FIELD PROCEDURE: RTK, OPUS AND TRADITIONAL TRAVERSE.
4. DATES OF SURVEY: 11-09-2021 & 11-30-2021.
5. DATUM/EPOCH: NAD_83(2011)(EPOCH:2010.0000)
6. PUBLISHED/FIXED-CONTROL USE: OPUS
7. GEOID MODEL: GEOID18
8. COMBINED GRID FACTOR(S): 0.99989081
9. UNITS: US SURVEY FEET
____________________________________________________
NORWOOD MARTIN MAYO, PLS
REGISTRATION NO.: L-1546
THE STATE PLANE COORDINATES (SPC) FOR THIS PROJECT WERE PRODUCED WITH
STATIC GPS OBSERVATIONS AND PROCESSED WITH ON LINE POSITIONING USER
SERVICE (OPUS). THE NETWORK POSITIONAL ACCURACY OF THE OPUS DERIVED
POSITIONAL INFORMATION IS 0.020M.
THE FOLLOWING CORS WERE USED BY OPUS
PID DESIGNATION
DN8741 NCWM WILLIAMSTON 2 CORS ARP
DQ9090 NCSO NCSO SWANQUARTER2 CORS ARP
HORIZONTAL POSITIONS ARE REFERENCED TO NAD_83(2011)(EPOCH:2010.0000)
VERTICAL POSITIONS ARE REFERENCED TO NAVD88 USING (GEOID18)
COMBINED FACTOR 0.99989081.
PRELIMINARY PLAT
NOT FOR RECORDATION, CONVEYANCES,
SALES OR FINAL DESIGN.
THIS DRAWING IS AN ELECTRONIC FILE
FOR VIEWING ONLY.
S
7
7
°
4
0
'
2
9
"

E

1
0
0
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3
9
'
S
7
7
°
4
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'
1
0
"

E

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9
7
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S
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7
°
4
0
'
3
5
"

E

1
0
0
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5
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S
7
7
°
5
3
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4
0
"

E
50
.
1
9
'
S
7
8
°
5
2
'
3
1
"

E
49
.
7
2
'
BA
K
E
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S

C
A
N
A
L
BA
T
T
A
L
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A

C
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E
E
K
BA
K
E
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'
S

C
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E
E
K
N
7
8
°
1
2
'
0
3
"

W
44
.
5
6
'
10
0
.
0
1
'
11
.
0
3
'
"A"
"B"
"C"
"D"
Course Bearing Distance
L1
L1 S 78°39'11" E 14.59'
L2
L2 N 53°19'53" E 15.61'
L3
L3 N 10°22'55" E 43.39'
L4
L4 N 51°36'38" W 18.12'
L5
L5 N 76°15'42" W 99.71'
L6
L6 N 82°50'23" W 41.94'
L7
L7 N 72°50'31" W 111.49'
L8
L8 N 81°08'35" W 81.30'
L9
L9 N 84°47'21" W 24.09'
L1
0
L10 N 74°06'45" W 61.94'
L1
1
L11 N 81°40'17" W 17.14'
L1
2
L12 N 81°57'36" W 29.07'
L1
3
L13 N 18°12'56" W 21.25'
L1
4
L14 N 54°08'22" E
100.64'
L1
5
L1
6
L1
7
L18L1
9
L2
0
L2
1
L2
2
L2
3
L2
4
L2
5
L2
6
L2
7
L2
8
L15 N 58°11'17" E 32.24'
L16 N 66°29'50" E 69.83'
L17 N 68°52'47" E 73.28'
L18 N 89°06'17" E 14.32'
L19 S 32°44'07" E 11.17'
L20 N 79°33'45" E
8.65'
L21 N 20°06'45" E 26.46'
L22 N 70°13'20" E 66.02'
L23 S 70°34'33" E 47.07'
L24 S 68°28'29" E 60.37'
L25 S 70°12'02" E 58.05'
L26 S 57°27'00" E 23.46'
L27 N 62°51'01" E 18.44'
L28 S 55°25'37" E 44.45'
Course Bearing Distance
EXISTING TOP OF BANK
"A" TO "B"
EXISTING TOP OF BANK
"B" TO "C" TO "D"
"E"
Course Bearing Distance
L29
L29 S 88°38'20" E 26.21'
L3
0
L30 N 65°13'29" E 19.58'
EXISTING TOP OF BANK
"D" TO "E"
S
1
6
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3
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2
7
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W

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1
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3
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1
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TJ'S LAND DEVELOPMENT, LLC
D.B. 1920, PG. 001
P.C. I, SLIDE 60-9
N/F
TRACT "C"
TRACT 4
GPIN NO. 7615-09-3775
TR
A
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E
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L
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B
A
Y
GRAVEL WORK AREA
GRAVEL WORK AREA
TJ'S LAND DEVELOPMENT, LLC
D.B. 2067, PG. 710
P.C. D, SLIDE 281
N/F
GPIN NO. 7615-09-9675
EA
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8
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8
1
S
6
8
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3
8
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5
3
3
.
7
5
'
S
6
2
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1
7
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1
4
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3
6
1
.
1
9
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S
1
3
°
1
4
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4
8
"

W

2
1
7
.
4
7
'
TRACT "A"
2.454 ACRES
BY COORDINATES
EXCLUDING RD. R/W
TR
A
C
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B
"
19
8
8

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"A
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"B
"
S
S
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H
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G
H
8"

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H
1"

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D
6"

D
E
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P
2'
H
I
G
H
4"

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G
H
N
6
8
°
3
9
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0
8
"

E
20
.
9
9
'
2.5
'

H
I
G
H
2'

H
I
G
H
659439.966 FT.
2710528.573 FT.
N=
E=
CONTROL POINT "A"
N=
E=
CONTROL POINT "B"
659338.592 FT.
2711057.378 FT.
TRACT "A"
TRACT "A"
TRACT "B"
OL
D

B
O
U
N
D
A
R
Y

L
I
N
E
Bearing Distance
S 79°08'52" E 538.43'
C.P. "A" TO C.P. "B"
S
8
4
°
5
9
'
3
0
"

E
9.
0
6
'
PR
O
P
O
S
E
D

B
U
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L
D
I
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G
40
'

X

2
4
0
'
6'

S
L
A
T
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D

S
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E
D
O
C
K

6'

S
L
A
T
T
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D

S
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E
D
O
C
K

50
'

T
A
R
-
P
A
M

S
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T
B
A
C
K
50
'

T
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P
A
M

S
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B
A
C
K
50
'

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A
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B
A
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6
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0

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50
'
50
'
50
'
50
'
SE
E

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B
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2
1
,

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9
4
A
65
'
10
0
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PR
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A
D
PR
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PR
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A
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TR
A
C
T

"
A
"
TJ'S LAND DEVELOPMENT, LLC
D.B. 2086, PG. 609
N/F
P.C. D, SLIDE 281
TRACT "B"
0.369 ACRE
BY COORDINATES
EXCLUDING RD. R/W
BO
A
T

H
A
R
B
O
R

C
A
N
A
L
PR
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P
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S
E
D
BU
L
K
H
E
A
D
NEW IMPERVIOUS ARE
A
S
IMPROVEMENT AREA
PROPOSED BUILDING 9,600 SQ. FT.
NEW GRAVEL DR.12,499 SQ. FT.
OLD IMPERVIOUS AREAS
CONDITIONS AREA
COMPACTED SOIL 50,043 SQ. FT.
PR
O
P
O
S
E
D

G
R
A
V
E
L
12
,
4
9
9

S
Q
.

F
T
.
NEW FUEL TANKS
300 SQ. FT.
TOTAL 22,399 SQ. FT.
PER CENT NEW IMPERVIOUS AREA: 15.7 %
PER CENT OLD IMPERVIOUS AREA: 46.8 %
TOTAL SITE ARE
A

=

4
.
1
1
7

A
C
R
E
S
(179,226.5 SQ. FT.)
DRAWN FROM AERIAL PHOTO
TOTAL TRACT AREA
4.117 ACRES
142,890.6 SQ. FT.
NEW SITE AREA
PRELIMINARY PLAT
NOT FOR RECORDATION, CONVEYANCES,
SALES OR FINAL DESIGN.
THIS DRAWING IS AN ELECTRONIC FILE
FOR VIEWING ONLY.
SURVEY FOR:
MAYO AND ASSOCIATES, P.A.
STATE: NC
DATE: 11-09-2021
10121 US HWY 17 South
[phone]
Washington, NC
SHEET TITLE:
New Bern, NC
[phone]
PROJ. NO.: 2021-126
VANCEBORO, NC 28586
COUNTY: BEAUFORT
SCALE: 1"= 50'
TWP: PANTEGO
LAND SURVEYING
License No.: C-1623
TRACT "A", TRACT "B" & TRACT "C"
T.J.'S LAND DEVELOPMENT, LLC
727 Pantego Street
Owner: TJ'S Land Development, LLC
Belhaven, NC 27860
2021-126GRID-MPOLDSHORELINEREVISED-6-05-2023.DWGA
2021-122.CRD
TEXT: 1"= 40'
PRINT: 1"= 50'
S
EXISTING IRON PIPE
EXISTING IRON PIPE 1.5" BROKEN OFF
0.5' BELOW GROUND. SET 5/8" REBAR
INSIDE OF PIPE.
EXISTING 1" REBAR 6" HIGH
EXISTING 1.5" "H" POST
EXISTING MAG NAIL
EXISTING SEWER MANHOLE
NO POINT SET
SET MAG NAIL ON HEADWALL
SET 1.25" IRON PIPE
SET 3/4" REBAR (1' HIGH)
OLD HEADWALL;
HW
CONTROL POINT
C.P.
UTILITY STATION @ 30' INTERVAL
PRELIMINARY PLAT
NOT FOR RECORDATION, CONVEYANCES,
SALES OR FINAL DESIGN.
THIS DRAWING IS AN ELECTRONIC FILE
FOR VIEWING ONLY.
TJ'S LAND DEVELOPMENT, LLC
D.B. 2086, PG. 609
N/F
P.C. D, SLIDE 281
TRACT "C"
1.294 ACRES
BY COORDINATES
EXCLUDING RD. R/W
BY COORDINATES
EXCLUDING RD. R/W
TR
A
C
T

"
C
"
1.
2
9
4

A
C
R
E
S
BY

C
O
O
R
D
I
N
A
T
E
S
EX
C
L
U
D
I
N
G

R
D
.

R
/
W
CA
N
A
L
2.454 ACRES
ORIGINAL SITE
(106,896.2 SQ. FT.)
0 50 100 150
31,064.9 SQ. FT.
UPLAND EXCAVA
T
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N

S
I
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E

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A
"
MN
W
L
NW
L
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6'

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PB
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PB
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6'

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6'

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A
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D
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S
1
6
°
3
3
'
1
0
"

W

4
4
4
.
9
4
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N
7
8
°
1
2
'
0
3
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W

1
2
7
.
6
0
'
"F"
"G"
SA
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.

7
6
1
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3
7
4
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A
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A
L
L3
1
L3
2
L3
3
L34
L3
5
L3
6
WE
T
L
A
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D
WE
T
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A
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D
WE
T
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A
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A
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SITE TOPOGRAPHY SURVEY BY:
GSC SURVEYING
4072 BARRETT DRIVE
RALEIGH, NC 27609
PHONE: [phone]
GPS CERTIFICATION:
THE GRID TIE WAS DETERMINED FROM
ACTUAL GNSS SURVEY TIE AND THE
CLASS OF SURVEY: A
POSITION ACCURACY: 0.07'
TYPE OF GPS: NC RTN
DATE OF SURVEY: 3-1-2022
DATUM: NAD83/2011
GEOID MODEL USED: NGS2012B
UNITS: US SURVEY FEET
(-
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(-
3
)
(-
3
.
6
)
(-
3
.
9
)
(-
5
)
(-
5
)
(-
4
.
7
)
(-
5
.
4
)
(-
6
)
(-
6
.
3
)
(-
6
.
3
)
(-
6
.
1
)
(-
6
)
(-
2
.
5
)
(-
4
.
1
)
(-
3
.
5
)
(-
2
.
6
)
(-
2
.
8
)
(-
2
.
1
)
(-
2
.
1
)
(-
2
.
7
)
(-
2
.
7
)
(-
3
)
(-
3
.
5
)
(-
3
.
2
)
(-
3
.
1
)
(-
2
.
8
)
(-
3
.
2
)
(-
3
.
2
)
75
'

A
E
C
WE
T
L
A
N
D
UPLAND EXCAVATION S
I
T
E

"
C
"
WA
-
1
WA
-
2
WA
-
3
WA
-
4
WA
-
5
WA
-
6
UP
L
A
N
D

E
X
C
A
V
A
T
I
O
N
5,
2
7
1

S
Q
.

F
T
.
E
E
E
E
E
E
E
E
E
E
E
E
SH
O
R
E
L
I
N
E

P
L
O
T
T
E
D

F
R
O
M

A
E
R
I
A
L

P
H
O
T
O
UP
L
A
N
D
UP
L
A
N
D
UP
L
A
N
D
WB
-
1
WB
-
3
WB
-
2
WB
-
4
WB
-
5
WB
-
6
WB
-
7
WB
-
7
WB
-
8
WB
-
9
WB
-
1
0
50
'

T
A
R
-
P
A
M

B
U
F
F
E
R
56
'
60
'
49
'
47
'
52
'
WE
T
L
A
N
D
(-
1
)
(-
2
)
(-
2
)
(-
5
)
(-
4
)
(-
6
)
(-
6
)
(-
6
)
(-
6
)
(-
6
)
(-
6
)
(-
6
)
(-
6
)
(-
6
)
(-
6
)
(-
6
)
(-
6
)
(-
3
.
5
)
FOLLOWING INFORMATION WAS USED
TO PERFORM THE SURVEY:
(-
5
)
UPLAND EXCAVATION
1,952 CU. YDS.
AVERAGE EXCAVATION DE
P
T
H
:

1
0
'
5,271 SQ. FT.
TRACT "C"
5,271 SQ. FT.
ZO
N
E

1
30
'

B
U
F
F
E
R
ZO
N
E

2
20
'

B
U
F
F
E
R
"C
"
PB
H
PB
H
PB
H
PB
H
ED
G
E

O
F

C
A
N
A
L
PR
O
P
O
S
E
D

G
R
A
V
E
L
20
'

T
A
R
-
P
A
M

B
U
F
F
E
R
20
'

T
A
R
-
P
A
M

B
U
F
F
E
R
ZO
N
E

1
ZO
N
E

1
ZO
N
E

2
30
'

T
A
R
-
P
A
M

B
U
F
F
E
R
ZO
N
E

1
ZO
N
E

2
20
'

T
A
R
-
P
A
M

B
U
F
F
E
R
30
'

T
A
R
-
P
A
M

B
U
F
F
E
R
20
'

T
A
R
-
P
A
M

B
U
F
F
E
R
ZO
N
E

1
ZO
N
E

2
SE
E

N
O
T
E

2
1. THIS PROPERTY LIES IN A (ZONE AE) FLOOD RISK AS SHOWN
ON THE FLOOD INSURANCE RATE MAP OF BEAUFORT COUNTY 3720565
400 K, DATE JUNE 19, 2020. BASE FLOOD ELEVATION 5 FT.
NOTES:
2. SEE MODIFICATION OF MAJOR PERMIT NO. 115-18 ISSUED TO TJ'S LAND
DEVELOPMENT, LLC AND SETTLEMENT AGREEMENT DATED MARCH 11, 2021.
NOTE PARAGRAPH 19 FOR LEASE AGREEMENT.
NO

D
O
C
K
I
N
G
50
'
HA
U
L
-
O
U
T
AR
E
A
ZO
N
E

1
30
'

T
A
R
-
P
A
M

B
U
F
F
E
R
75
'

A
E
C
75' AEC
(-
5
)
(-
5
)
(-
5
)
(-
5
)
(-
5
)
(-
5
)
(-
5
)
(-
5
)
(-
5
)
(-
5
)
(-
5
)
(-
5
)
400
401
402
403
404
OL
D

D
I
T
C
H

1
9
4
7
M.
B
.

5
,

P
G
.

5
8
OL
D

D
I
T
C
H

1
9
4
7
M.
B
.

5
,

P
G
.

5
8
OR
I
G
I
N
A
L

S
H
O
R
E

L
I
N
E
ORIG
I
N
A
L

S
H
O
R
E

L
I
N
E
SH
O
R
E

L
I
N
E

3
-
2
7
-
1
9
7
0
1-
0
3
-
1
9
6
4
SH
O
R
E

L
I
N
E

3
-
2
7
-
1
9
7
0
1-0
3
-
1
9
6
4
P.C. D
,

S
L
I
D
E

2
8
1
OR
I
G
I
N
A
L

S
H
O
R
E

L
I
N
E
24"X36"
1
-
0
3
-
1
9
6
4
OR
I
G
I
N
A
L

S
H
O
R
E

L
I
N
E
1-
0
3
-
1
9
6
4
SHORE LINE 3-27-
1
9
7
0
3
3
3
3
2
SE
R
G
E
A
N
T

C
A
N
A
L
DU
G

B
E
F
O
R
E

1
9
8
4
SH
O
W

P
R
O
P
O
S
E
D

IM
P
R
O
V
E
M
E
N
T
S
3-
3
0
-
2
0
2
2
1.
SH
O
W

L
O
C
A
T
I
O
N
OF

T
R
A
C
T

"
C
"
2.
5-
0
3
-
2
0
2
2
SH
O
W

O
L
D

S
H
O
R
E
19
6
4
,
1
9
7
0

&

1
9
8
8
3.
10
/
1
7
/
2
0
2
2
11
/
0
7
/
2
0
2
2
SH
O
W

B
O
U
N
D
A
R
Y

OF

L
O
T

5
4.
SH
O
W

P
R
O
P
O
S
E
D

IM
P
R
O
V
E
M
E
N
T
S
3-
3
0
-
2
0
2
2
1.
RE
V
I
S
I
O
N
S
SH
O
W

L
O
C
A
T
I
O
N
OF

T
R
A
C
T

"
C
"
2.
5-
0
3
-
2
0
2
2
SH
O
W

O
L
D

S
H
O
R
E
19
6
4
,
1
9
7
0

&

1
9
8
8
3.
10
/
1
7
/
2
0
2
2
11
/
0
7
/
2
0
2
2
SH
O
W

B
O
U
N
D
A
R
Y

OF

L
O
T

5
4.
N
1
4
°
3
3
'
3
9
"

E

1
1
1
.
0
4
'
10
0
.
0
1
'
11
.
0
3
'
"A"
5
1"

O
D
FL
U
S
H
2'

H
I
G
H
S
7
7
°
2
8
'
4
5
"

E

1
1
2
.
0
0
'
N
1
2
°
3
0
'
1
7
"

E

1
1
1
.
2
3
'
10
1
.
0
1
'
10
.
2
2
'
S
7
7
°
2
1
'
0
8
"

E

1
1
5
.
9
9
'
15
4
6

S
Q
.

F
T
.
1-
S
B
D
CA
R
P
O
R
T
PO
R
C
H
ZO
N
E

1
ZO
N
E

2
TO
P

O
F

B
A
N
K
30
'

T
A
R
-
P
A
M

B
U
F
F
E
R
30
'

T
A
R
-
P
A
M

B
U
F
F
E
R
38
.
8
'
17
.
6
'
3. OLD SHORE LINES WERE PLOTTED USING PHOTOS FROM THE LOCAL OFFICE
OF THE USDA AND HISTORICAL AERIAL VIEWS.
SEE NOTE 3
SEE

N
O
T
E

3
MAJOR CAMA PERMIT

1
1
5
-
1
8

I
S
S
U
E
D
OCTOBER 5, 2018 AUTHORI
Z
E
D
MAINTENANCE EXCAVA
T
I
O
N

T
O

-
6
'

B
E
L
O
W

N
W
L
MAJOR CAMA PERMIT

3
5
-
2
2

I
S
S
U
E
D
TO SARGENT APRIL 2022 AU
T
H
O
R
I
Z
E
D
MAINTENANCE EXCAVATION T
O

-
5
'

B
E
L
O
W

N
W
L
(-
6
)
(-
6
)
(-
6
)
(-
6
)
(-
6
)
(-
6
)
(-
6
)
(-
6
)
(-
4
)
(-
4
.
5
)
(-
4
)
(-
3
)
(-
6
)
(-
3
)
(-
2
.
5
)
(-
4
)
(-
5
)
(-
4
)
(-
3
)
ZO
N
E

2
E
DL3071 NCCI CEDAR ISLAND CORS ARP
AN
D

A
R
E
A
S
.
1/
0
6
/
2
0
2
3
RE
V
I
S
E

Q
U
A
N
I
T
I
T
Y
5.
5
(-
2
)
(-
1
)
(-
2
)
(-
1
)
(-
2
)
(-
4
)
(-
2
)
(-
4
)
(-
3
)
(-
4
)
(-
3
)
(-
1
)
(-
3
)
(-
4
)
(-
3
)
(-
4
)
(-
5
)
(-
3
)
(-
4
)
(-
5
)
(-
3
)
(-
1
)
(-
4
)
(-
2
)
(-
4
)
(-
6
)
(-
5
)
(-
2
)
(-
4
)
(-
3
)
(-
3
)
(-
4
)
(-
4
.
5
)
(-
4
.
5
)
(-
4
.
5
)
(-
4
.
5
)
(-
4
.
5
)
(-
3
.
5
)
(-
4
)
(-
4
)
(-
4
)
(-
4
.
2
)
(-
4
.
2
)
(-
4
)
(-
4
)
(-
4
)
(-
5
)
(-
3
)
(-
4
)
(-
2
)
(-
2
)
(-
1
)
SHEET 2
3/
2
0
/
2
0
2
3
6.
IM
P
A
C
T

A
R
E
A
S
SH
O
W

B
U
F
F
E
R
NORMAL WATER LEVE
L

(
N
W
L
)

+
0
.
9
4
'
VERIFIED ON 3/20/2
0
2
2

A
N
D

W
A
S
OPUS DERIVED REFERENCED

N
A
V
D
8
8
.

TOP OF PROPOSED P
I
L
E

C
A
P
AT ELEVATION 3.60'
N
A
V
D
8
8
.
PROPOSED BUILDING
UPLAND EXCAVATION
SUBSURFACE EXCAVATION
ORIGINAL IMPERVIOUS AREA
UTILITY STATION @ 30' INTERVAL
WATER DEPTHS SUPPLIED BY OWNER
(-2)
PROPOSED BULKHEAD
PBH
MAP REVISION1
FOR BOAT HARBOR CANAL
NORMAL WATER LEVEL +0.94' NAVD88
NWL
7.
FO
R

C
A
M
A

A
N
D

D
W
R
MO
D

I
M
P
R
O
V
E
M
E
N
T
S
40
1

A
P
P
L
I
C
A
T
I
O
N
UP
L
A
N
D
(-
3
)
(-
1
)
(-
1
)
(-
3
)
(-
1
)
DO
C
K

A
DO
C
K

A
DO
C
K

A
DO
C
K

A
30
'

P
T
S

A
E
C
30
'

P
T
S

A
E
C
75
'

E
S

A
E
C
75
'

E
S

A
E
C
DO
C
K

C
3/
2
0
/
2
0
2
3
30
'

P
T
S

A
E
C
SUBSURFACE
E
X
C
A
V
A
T
I
O
N
1,017 CU. YDS.
"BOAT HARBOR CANA
L
"
18,314 SQ. FT.
AVERAGE EXCAVATION

D
E
P
T
H
:

1
.
5
'
EXCAVATE TO -5' NW
L
1,566 CU. YDS.
"BAKER'S CREEK"
24,144 SQ. FT.
AVERAGE EXCAVATION DEPTH
:

2
.
0
'
EXCAVATE TO -6' NWL
UPLAND EXCAV
A
T
I
O
N
2,980 CU. YDS.
AVERAGE EXCAVATION

D
E
P
T
H
:

8
'
10,056 SQ. FT.
"BOAT HARBOR CANAL"
2,641 CU. YDS.
"BAKER'S CREEK"
24,144 SQ. FT.
AVERAGE EXCAVATION DEPTH
:

8
.
0
'
EXCAVATE TO -6' NWL
RE
M
O
V
E

B
A
T
T
A
L
I
N
A
CR
E
E
K

I
M
P
R
O
V
R
M
E
M
T
S
6/
0
5
/
2
0
2
3
8.
PB
H
PB
H
PB
H
PB
H
PB
H
PB
H
WETLANDS
23
SLIP NUMBERS
DO
C
K

A
E
E
E
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
6'

S
L
A
T
T
E
D

S
I
D
E
D
O
C
K

NE
W

7
5
'

A
E
C
20
21
22
16
17
18
23
NE
W

7
5
'

A
E
C
BOAT HARBOR CAN
A
L
ZONE 1
PRE-CONSTRUCTION
16,933 SQ. FT.
ZONE 2
11,338 SQ. FT.
IMP-ZONE 1
11,788 SQ. FT.
ZONE 2
8,886 SQ. FT.
BOAT HARBOR CAN
A
L
ZONE 1
POST-CONSTRUCTION
16,135 SQ. FT.
ZONE 2
8,516 SQ. FT.
IMP-ZONE 1
15,246 SQ. FT.
ZONE 2
1,480 SQ. FT.
BAKER'S CANA
L
ZONE 1
PRE-CONSTRUCTI
O
N
11,442 SQ. FT.
ZONE 2
6,215 SQ. FT.
IMP-ZONE 1
380 SQ. FT.
ZONE 2
2,828 SQ. FT.
BAKER'S CANA
L
ZONE 1
POST-CONSTRUC
T
I
O
N
10,097 SQ. FT.
ZONE 2
5,413 SQ. FT.
IMP-ZONE 1
3,753 SQ. FT.
ZONE 2
2,656 SQ. FT.
Tar-Pam Rip
a
r
i
a
n

B
u
f
f
e
r

Q
u
a
n
t
i
t
a
t
i
v
e

D
a
t
a
Total: 28,271 Sq. Ft.
Total: 20,674 Sq. Ft.Total: 24,651 Sq. Ft.Total: 16,726 Sq. Ft.
Total: 17,657 Sq. Ft.Total: 3,208 Sq. Ft.Total: 15,519 Sq. Ft.Total: 6,409 Sq. Ft.
19