20220220 Ver 2_Design/Maps/Site Plans Revised_20230817

OPEN WATER IMPACT #4:
0.004 ac (165 sf)
n
OPEN WATER IMPACT #3:
0.005 ac (197 sf)
o
j
OPEN WATER IMPACT #2: \ "
0.014 ac (618 sf) .....
UANC
OPEN WATER IMPACT #1: \/ /
1 0.008 ac (348 sf)
Z43
:Q SEAL
025483
8-15-23
//llll I I ISI I I I I1\\\
1: REVISED 8-15-23 MRB
J\` WERPN65'. rxn
WETLAND IMPACT #2:
0.05 ac (2,131 sf) w-
500 250 0 500
HORZ. SCALE IN FEET. 1 "= 500'
WETLAND IMPACT #1: 0.26 ac (11,558 sf)��
We document is copyrighted by CSD ENGINEERING, with all rights reserved. the use of this document, or any
part of it, without written consent by the Engineer is strictly prohibited. Reproductions, additions, and/or deletions
must be performed a authorized by the Engineer. Copies of this document must come from the original document Sheet No. Of
containing the original seal and signature of the Engineer, unless written permission is given by the Engineer.
C.OSD
ENGINEERING
LICENSE j C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. BOX 4041
WILMINGTON, NC 28406
[phone]
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DA TE.• 6-12-23
HORZ. SCALE: 1' = 500'
VERT. SCALE.- N/A
DRAWN BY- RLW
CHECKED BY- HSR
PROJECT NO.: 22-0630

I&
I& I&
8" C -900 WATER MAIN
15" HP STORM
I&
A, CULVERT
(2) 52 LF 15" HP STORM
WETLANDS
I& .1iL .1iL
Wetland Impact #1
40 20 0 40
HORZ. SCALE IN FEET: 1 "= 40'
I&
WETLANDS
11,558 SF IMPACT
�v IM, AL
0\\\\11 I I I I I I/// ///
o`\\\\\N CAR 04///1111,
SEAL ti9<9
025483
6-12-23
COSD
ENGINEERING
LICENSE # C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. BOX 4041
WILMINGTON, NC 28406
[phone]
d-
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ac
z�W-o
JUUzzlo
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m:^�00
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DA TE.• 6-12-2J
HORZ. SCALE.• 1' = 40'
VERT. SCALE. N/A
DRAWN BY- RLW
CHECKED BY.• HSR
PROJECT NO.: 22-06JO
This document is copyrighted by CSD ENGINEERING, with all rights reserved. The use of this document, or any
part of it, without written consent by the Engineer is strictly prohibited. Reproductions, additions, and/or deletions
must be performed or authorized by the Engineer. Copies of this document must come from the original document]l Sheet N0. Of
containing the original seal and signature of the Engineer, unless written permission is given by the Engineer.

I
24" HP STORM
\ \ (:ULVtKI Z
(3) 64 LF 24" HP STORM
ILI
RETAINING WALL
20 10 0 20
HORZ. SCALE IN FEET: 1 "= 20'
0\\\\1 I I I I
o`\\\\\N CAR 04///1111,
SEAL ti9<9
025483
6-12-23
WETLANDS
RETAINING WALL
i Z 0 SF IMPACT
rok
8" C-900 WATER MAIN
O
O�
Wetland Impact #2
This document is copyrighted by CS0 ENGINEERING, with all rights reserved. The use of this document, or any
part of it, without written consent by the Engineer is strictly prohibited. Reproductions, additions, and/or deletions
must be performed or authorized by the Engineer. Copies of this document must come from the original document
containing the original seal and signature of the Engineer, unless written permission is given by the Engineer.
COSD
ENGINEERING
LICENSE # C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. BOX 4041
WILMINGTON, NC 28406
[phone]
d-
N
W :D
NN
Z-tONO
z�W�o
JUU 00
pZtnUr7
m0
W
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DA TE.• 6-12-23
HORZ. SCALE.• 1' = 20'
VERT. SCALE. N/A
DRAWN BY- RLW
CHECKED BY.• HSR
PROJECT NO.: 22-0630
Sheet No. 3 Of "'

PROP RIF
PROP Cl
1: REVISED 8-15-23 MRB
'-A/ 10� /i
S S
SEAL 9<
025483
8-15-23
/
This document is copyrighted by CSD ENGINEERING with all rights reserved. The use of this document, or any
part of it, without written consent by the Engineer is strictly prohibited. Reproductions, additions, and/or deletions
must be performed or authorized by the Engineer. Copies of this document must come from the original document
containing the original seal and signature of the Engineer, unless written permission is given by the Engineer.
CSD
ENGINEERING
LICENSE # C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDEN
P.O. BOX 4041
WILMINGTON, NC 28406
[phone]
N
W Z3
(nC14
p
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DA TE.• 6-12-23
HORZ. SCALE.• 1" = 20'
VERT. SCALE. N/A
DRAWN BY.• MRB
CHECKED BY.• HSR
PROJECT NO.: 22-0630
Sheet No. 4 Of

1: REVISED 8-15-23 MRB
KPRDP,�ULVERT
-
i
OPEN WATER IMP
PROP RIPRAP l
I
0
C A R 04 /i
S S
SEAL
025483
8-15-23
f
/
0
This document is copyrighted by CSD ENGINEERING with all rights reserved. The use of this document, or any
part of it, without written consent by the Engineer is strictly prohibited. Reproductions, additions, and/or deletions
must be performed or authorized by the Engineer. Copies of this document must come from the original document
containing the original seal and signature of the Engineer, unless written permission is given by the Engineer.
CSD
ENGINEERING
LICENSE # C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDEN
P.O. BOX 4041
WILMINGTON, NC 28406
[phone]
W Z3
(nC14
ZZONO
Q Upm
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W�O za
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JQUY I
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DA TE.• 6-12-23
HORZ. SCALE.• 1" = 20'
VERT. SCALE. N/A
DRAWN BY.• MRB
CHECKED BY.• HSR
PROJECT NO.: 22-0630
Sheet No. `' Of `"

i.0-0
000 I �
'' -r4
20 10 0 20
HORZ. SCALE IN FEET: 1 "= 20'
CAR04///1111,
SEAL ti9<9
025483
6-12-23
20 FT PUBLIC UTILITY EASEMENT,,
/ 000 .00 .00
C-900 SEWER FORCE
This document is copyrighted by CS0 ENGINEERING, with all rights reserved. The use of this document, or any
part of it, without written consent by the Engineer is strictly prohibited. Reproductions, additions, and/or deletions
must be performed or authorized by the Engineer. Copies of this document must come from the original document
containing the original seal and signature of the Engineer, unless written permission is given by the Engineer.
COSD
ENGINEERING
LICENSE # C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. BOX 4041
WILMINGTON, NC 28406
[phone]
N
W :D
NN
Z-tONO
z�W�o
JUU 00
pZtnUr7
m�^�00
w
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DA TE.• 6-12-2J
HORZ. SCALE.• 1' = 20'
VERT. SCALE. N/A
DRAWN BY.• MRB
CHECKED BY.• HSR
PROJECT NO.: 22-06JO
Sheet No. "' of "'

20 FT PUBLIC U71LITY EASEMENT
20 10 0 20
HORZ. SCALE IN FEET: 1 "= 20'
0\\\\1 I I I I I
o`\\\\\N CAR 04///1111,
SEAL ti9<9
025483
6-12-23
8" C-900 SEWER FORCE MAIN
This document is copyrighted by CS0 ENGINEERING, with all rights reserved. The use of this document, or any
part of it, without written consent by the Engineer is strictly prohibited. Reproductions, additions, and/or deletions
must be performed or authorized by the Engineer. Copies of this document must come from the original document
containing the original seal and signature of the Engineer, unless written permission is given by the Engineer.
COSD
ENGINEERING
LICENSE # C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. BOX 4041
WILMINGTON, NC 28406
[phone]
N
W �
NN
W)
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z�W�o
JUU 00
pZtnUr7
m�^Q�00
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DA TE.• 6-12-2J
HORZ. SCALE.• 1' = 20'
VERT. SCALE. N/A
DRAWN BY.• MRB
CHECKED BY.• HSR
PROJECT NO.: 22-06JO
Sheet No. 7 of "'

45.00
1.5 FT CL 1.5 F
16 FT 16 FT
r(2) 52 LF 15" HP STORM
8" C-900 WATER
MAIN
15" HP STORM
o'
U
1+00
2 1 0 2
20 10 0 20
VERT. SCALE IN FEET.• 1 "= 2'
HORZ. SCALE IN FEET.• 1 "= 20'
50.00
NC DOT S1D. DOUBLE HEADWALL
IE = 49.7
\ CULVERT 1 ,,
(2) 52 LF 15" HP STORM i`
45.00
of
�r-
1+62.05
�6oF�c�
CAR04///1111,
SEAL ti9<9
025483
6-12-23
-1IL
8" C-900 WATER MAIN
15" HP STORM
W DOT STD. DOUBLE HEADWALL
Wetland Impact #1 IE = 49.9
This document is copyrighted by CS0 ENGINEERING, with all rights reserved. The use of this document, or any
part of it, without written consent by the Engineer is strictly prohibited. Reproductions, additions, and/or deletions
must be performed or authorized by the Engineer. Copies of this document must come from the original document
containing the original seal and signature of the Engineer, unless written permission is given by the Engineer.
COSD
ENGINEERING
LICENSE # C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. BOX 4041
WILMINGTON, NC 28406
[phone]
N
W :D
NN
W)
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Z-t0NO
z�w�o
JUU 00
C)ZtnUr7
m11:C�Q::ro
W
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DA TE.• 6-12-2J
HORZ. SCALE.• 1' = 20'
VERT. SCALE. 1' = 2'
DRAWN BY- RLW
CHECKED BY.• HSR
PROJECT NO.: 22-06JO
Sheet No. Of "'

150.00
140.00
1 +00
Wetland Impact #2
4
50.00
�!y \\
24" HP STORM
\\
IE = 46.2
8" C-900 WATER MAIN
CULVERT 2 \
(3) 64 LF 24" HP STORM \
\ \\\\A\\
40.00
1 +64.13
SEAL ti9�9
025483
6-12-23
RETAINING WALL
�k G2
O /
A
-10
�G --,o
RETAINING WALL �p
IE = 46.0 \k Q�
2 1 0 2
20 10 0 20
VERT. SCALE IN FEET.• 1"-- 2'
HORZ. SCALE IN FEET.• 1"-- 20'
This document is copyrighted by CSD ENGINEERING, with all rights reserved. The use of this document, or any
part of it, without written consent by the Engineer is strictly prohibited. Reproductions, additions, and/or deletions
must be performed or authorized by the Engineer. Copies of this document must cone from the original document
containing the original seal and signature of the Engineer, unless written permission is given by the Engineer.
C.00S*D
ENGINEERING
LICENSE # C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. BOX 4041
WILMINGTON, NC 28406
[phone]
V-
W
O
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-OUZn
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DA TE.• 6-12-23
HORZ. SCALE.• 1' = 20'
WRT. SCALE. 1' = 2'
DRAWN BY RLW
CHECKED BY.• HSR
PROJECT NO.: 22-0630
Sheet NO. `" Of `"

LOCATION MAP
SITE
P �o
GPM
�s
NPR >l�1 �0141
POINT OF CONNECTION TO EXISTING FORCE MAIN --
LZ
izgi X1,7M
X �P— :RD
TON
WASHING ��� RoI a� I -.Xp
(100 FT PUB I -% I I
OPEN WATER IMPACT #3:
0.005 ac (197 sf)
RUN OF SHALLOTTE
SWAMP IS THE PROPERTY LINE
PROPOSED PUMP STATION
EXISTING STREAMS
US WATERS
WETLAND BOUNDARY
(FLAGGED LOCATIONS ADJACENT TO EASEMENT)
EXISTING STREAM
US WATERS
BOUNDARY OF SHALLOTTE RIVER
PUBLIC TRUST WATERS
Sheet 10. Plan View of Sewer Line Corridor -
Directional Bore Under Shallotte River
Open Water Impacts #3 & #4
LL
I
I
I I
� I
I
Directional Bore Under
Shallotte River - No Impact
MATCHLINE A -A
OPEN WATER IMPACT #4:
0.004 ac (165 sf)
JIMMY ETHERIDGE
BK 3400 PG 379
'N 13 57'00" W
66.90' \
CASSIE RUSS \
FARMER HEIRS \
BK 1036 PG 716
z \
J
E.I.P. JIMMY ETHERIDGE
BK 3400 PG 379
_ S 1675'20" E
131.76'
E.I.P.
N 15 39'55" E
104.78'
OLD WOOD
POST
17
16
\ 15 �
14
13
150 75 0 150 300 450
SCALE IN FEET.- 1 "= 150'
Cwo,StD
ENGINEERING
LICENSE # C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. BOX 4041
WILMINGTON, NC 28406
(910) 791- 4441
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025483
6-12-23
Q
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DA TE.• 6-12-23
HORZ. SCALE. 1 " = 150'
VERT. SCALE: N/A
DRAWN BY- RL W
CHECKED B Y.• HSR
PROJECT NO.: 22-06JO
2 L
Sheet No. Of

1 20.0
1 15.0
1 10.0
15.0
IN ' 5 X 20 FT BORE PIT
5 FT DEPTH w/ 1:1 SIDESLOPES
STA: 15+77 - 16+92 6" PLUG VALVE
4 8" FUSED HDPE DR-9 SSFM
0 Z RA
18+00
��FM I
EX. UTILITY ESMT LINE
"
Mq _ 6 PLUG VALVE - Uplands W W
E SyE 15f s 5 X 5 FT RECEIVER PIT X 16"
�F F 6 FT DEPTH w/ 1:1 SIDESLOPES 5 X 20 FT BORE PI T
I M4 7 FT DEPTH w/ 1:1 SIDESLOPES
o I U TILI TY CROSSINGS-
17EMRELEASE MANHOLE-3
DESCRIPTION STATION STA: 17+70.00
a RIM 13.50
O I
It
0.0 11:8
�
W
4
EXISTING 16" WATER MAIN
16+35.83
5
EXISTING 16" WATER MAIN
28+53.44
16+00 17+00 18+00 19+00
/ OPEN WATER IMPACT #4
(TEMPORARY): 165 SF
�Q
� S �
,AIR RELEASE MANHOLE-2
STA: 31+18.00
RIM 21.50 A-
y0
am_ _---- �2+0
i
= 3+ 0� - - - - - - - 6" C-900 (DR-18) PVC SS FORCE MAIN
mm 6" PLUG VALVE
-� w
.� +
120.0
1 15.0
10.0
2
5.0
31+00
32+00
33+00
34+00
STA: 18+48 - 28+75 EX. UTILITY ESMT LINE
8" FUSED HDPE DR-9 SSFM
�L +DO 23�0 �0
W- - W
MAIN / Wetlands
8" FUSEi94IDPESSFM BOUNDARY OF SHALLOTTE RIVER
PUBLIC TRUST WATERS
30 FT UTILITY EASEMENT
EXISTING STREAMS
(US WATERS) WETLAND BOUNDARY
OFFSITE SSFM EXTENSION (CONT.)
30 FT AEC E
11.0 FT
27+00
-
r
W
-
EXISTING STREAMS0 FT
(US WATERS)
5 X 5 FT RECEIVER PIT,-'
6 FT DEPTH w/ 1:1 SIDESLOPES
8" FUSED HDPE DR-9 SSFM
(INSTALLED BY OPEN TRENCH)
0
6" PLUG VALVE
W W 5
�1 EX. UTILITY ESMT LINE
Uplands
1 � �
of
1 � �
1 C
��L
O FT PUBLIC UTILITY
v
` 6" PLUG VALVE
20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 u 29+00
-PROP. 20 FT PUBLIC UTILITY ESMT \
AIR RELEASE MANHOLE-1 4 PROP. SS PUMP STATION
STA: 38+45.00 a / SEE DETAIL (SHEET FM4 OF FM4)
T RIM 21.50 -----
- - - - 41+W 6" C-900 (DR-18) PVC SS FORCE MAIN PROP. 10 FT WETWELL
- - - - - 40+00
- - -39+00 - RIM 16.50
OPEN WATER IMPACT #3 ¢2'`DO �� BOTTOM OF WETWELL = 2.5
(TEMPORARY): 193 SF
6 X 6 FT VALVE VAULT
6" PLUG VALVE
PROP. 20 FT PUBLIC UTILITY ESMT - - 4 - - - -- -
00- - - 45+00
OFFS/ TE SSFM EXTENSION 6 ISOLATION PLUG VALVE
(CONT.)
35+00 36+00 37+00
38+00
39+00
40+00
FM3. Plan and Profile of Utility Lines
Directional Bore Under Shallotte River &
Open Water Impacts #3 & #4 (from sewer line)
I
�5
E 30+
M AT CH
SHEET) 15.0
(THIS
ad 06 Od U-i
41+00 42+00 43+00 44+00 45+00
5 2.5 0 5 10 15
50 25 0 50 100 150
HORIZONTAL SCALE IN FEET.• 1 " = 50'
VERTICAL SCALE IN FEET.- 1" = 5'
30+00
L
10.0
5.0
10.01
20.0
�o
Z
15.0
10.0
5.0
CSD
ENGINEERING
LICENSE # C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. BOX 4041
WILMINGTON, NC 28406
(910) 791- 4441
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0.0
DA TE.• 5-1-23
HORZ. SCALE. 1 " = 50'
VERT. SCALE: 1" = 5'
DRA WN B Y.• JSM
-5.0
CHECKED BY- HSR
PROJECT NO.: 22-06JO
FM3 FM4
Sheet No. Of
45+86.87