20231363 Ver 1_Buffer Impact Exhibit_20230912_20230930

X
X
X
W
W
W
W
W
W
W
W
W
W
F
M
FM
FM
FM
FM
F
M
F
M
F
M
F
M
FI
L
E

P
A
T
H
:
Z:
\
P
r
o
j
e
c
t
s
\
I
n
t
e
g
r
a
l

C
o
m
m
u
n
i
t
i
e
s
\
2
0
2
1
0
6
9
7
0
0
C
L

-

R
e
d
h
a
w
k

P
h
a
s
e

1

D
e
s
i
g
n
\
C
A
D
D
\
P
l
a
n

S
e
t
\
E
X
H
I
B
I
T
\
C
a
t
a
w
b
a

B
u
f
f
e
r

M
i
t
i
g
a
t
i
o
n
\
B
u
f
f
e
r

M
i
t
i
g
a
t
i
o
n
_
2
0
2
3
0
7
3
0
.
d
w
g
Z:
\
P
r
o
j
e
c
t
s
\
I
n
t
e
g
r
a
l

C
o
m
m
u
n
i
t
i
e
s
\
2
0
2
1
0
6
9
7
0
0
C
L

-

R
e
d
h
a
w
k

P
h
a
s
e

1

D
e
s
i
g
n
\
C
A
D
D
\
P
l
a
n

S
e
t
\
E
X
H
I
B
I
T
\
C
a
t
a
w
b
a

B
u
f
f
e
r

M
i
t
i
g
a
t
i
o
n
\
B
u
f
f
e
r

M
i
t
i
g
a
t
i
o
n
_
2
0
2
3
0
7
3
0
.
d
w
g
,
CH
O
R
N
,
9/
1
2
/
2
0
2
3

6
:
3
0
:
4
9

P
M
1213 W. MOREHEAD STREET
SUITE 300
CHARLOTTE, NC 28208
(t)[phone]
(f)[phone]
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
CJH
CJH
CJH
JULY 2023
----
20210697.00.CL
PR
E
L
I
M
I
N
A
R
Y

-

D
O

N
O
T

U
S
E

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N

P
L
O
T

D
A
T
E
:

9/
1
2
/
2
0
2
3
RE
D
H
A
W
K

-

P
H
A
S
E
S

1

&

2
FO
R
TH
E

R
E
D
H
A
W
K

O
W
N
E
R
S

L
P
V
.
,

L
L
C
.
12
1
3

W
.

M
O
R
E
H
E
A
D

S
T
R
E
E
T
,

S
U
I
T
E

5
0
0
CH
A
R
L
O
T
T
E
,

N
C

2
8
2
0
8
CA
T
A
W
B
A

B
U
F
F
E
R

-

I
M
P
A
C
T
S

E
X
H
I
B
I
T
CO
P
Y
R
I
G
H
T

©
,

W
.
K
.

D
I
C
K
S
O
N

&

C
O
.
,

I
N
C
.

A
L
L

R
I
G
H
T
S

R
E
S
E
R
V
E
D
.

R
E
P
R
O
D
U
C
T
I
O
N

O
R

U
S
E

O
F

T
H
E

C
O
N
T
E
N
T
S

O
F

T
H
I
S

D
O
C
U
M
E
N
T
;

A
D
D
I
T
I
O
N
S

O
R
DE
L
E
T
I
O
N
S

T
O

T
H
I
S

D
O
C
U
M
E
N
T
,

I
N

W
H
O
L
E

O
R

I
N

P
A
R
T
,

W
I
T
H
O
U
T

W
R
I
T
T
E
N

C
O
N
S
E
N
T

O
F

W
.
K
.

D
I
C
K
S
O
N

&

C
O
.
,

I
N
C
.
,

I
S

P
R
O
H
I
B
I
T
E
D
.

O
N
L
Y

C
O
P
I
E
S
FR
O
M

T
H
E

O
R
I
G
I
N
A
L

O
F

T
H
I
S

D
O
C
U
M
E
N
T
,

M
A
R
K
E
D

W
I
T
H

A
N

O
R
I
G
I
N
A
L

S
I
G
N
A
T
U
R
E

A
N
D

S
E
A
L

S
H
A
L
L

B
E

C
O
N
S
I
D
E
R
E
D

T
O

B
E

V
A
L
I
D
,

T
R
U
E

C
O
P
I
E
S
.
WKD PROJ. NO.:
DRAWING NUMBER:
PROJ. DATE:
PROJ. MGR.:
DESIGN BY:
DRAWN BY:
PR
O
J
E
C
T

N
A
M
E
:
DR
A
W
I
N
G

T
I
T
L
E
:
PROFESSIONAL SEAL
RE
V
I
S
I
O
N

R
E
C
O
R
D
DE
S
C
R
I
P
T
I
O
N
BY
DA
T
E
NO
.
community infrastructure consultants
1459 LF OF FULL-POND
ELEVATION SHORELINE
732 LF OF FULL-POND
ELEVATION SHORELINE
FULL POND
ELEVATION OF LAKE
WYLIE IS 569.40 MSL
PROPERTY LINE (TYP.)LAKE WYLIE FULL
POND HATCH
ZONE 1: UNDISTURBED
FOREST VEGETATION (30')
ZONE 2: MANAGED
VEGETATION (20')
ZONE 1: UNDISTURBED
FOREST VEGETATION (30')
ZONE 2: MANAGED
VEGETATION (20')
PROPOSED BOTTOMLESS CULVERT CROSSING.
STREAM AND BANKS TO REMAIN UNDISTURBED,
CLEARING TO OCCUR BUT NO GRUBBING.
AREA INSIDE DASHED LINE INDICATED
DISTRUBANCES ASSOCIATED WITH THE
ROADWAY SPECIFICALLY.
LEGEND:
ZONE 1: UNDISTURBED VEGETATION HATCH
ZONE 2: MANAGED VEGETATION HATCH
ZONE 1 IMPACTS (0.09 ACRES)
ZONE 2 IMPACTS (0.41 ACRES)
040 40 80
SCALE: 1" = 40'
ZONE 1 IMPACTS (ROADWAY = 0.09 ACRES)
ZONE 2 IMPACTS (ROADWAY = 0.13 ACRES)
TOTAL REDHAWK PHASE 1/2 ROADWAY IMPACT ONLY
BMP OUTFALL (TYP.)
BMP OUTFALL DIRECTED
AWAY FROM 50' BUFFER
AND TOWARDS EXISTING
STREAM AND CHANNEL
INTO LAKE WYLIE.
BMP OUTFALL (TYP.)
BMP OUTFALL DIRECTED
AWAY FROM 50' BUFFER
AND TOWARDS EXISTING
STREAM AND CHANNEL
INTO LAKE WYLIE.
BMP OUTFALL (TYP.)
BMP OUTFALL PLACED TO MINIMIZE
IMPACTS TO BUFFER. RIP RAP
APRON AND PIPE INSTALLED TO
SPREAD WATER AND DISCHARGE AT
NON-EROSIVE VELOCITIES.