20230468 Ver 1_Design/Maps/Site Plans Revised_20230518

COX AVENU
E
COX AV
E
N
U
E
JA
C
K
S
O
N

L
A
K
E

R
O
A
D
JA
C
K
S
O
N

L
A
K
E

R
O
A
D
I-74
I-74
I-74
820
82
0
810
810
810 81
0
800
8
0
0
790 780
7
8
0
770
770
780
780
790
800
8
1
0
81
0
800
79
0
800
81
0
820
820
81
0
8
1
0
830
83
0
820
820
8
2
0
8
3
0
830
8
2
0
810
8
1
0
820
830
810
790
800
78
0
79
0
790
80
0
800
800
810
810
820
7
9
0
800
83
8
826
830
808
COS I
49
30
31
57
56
55
61
58
COS B
COS A
COS C
COS D
50
54
53
52
51
40 41 42 43 44 45 46 47 48
39 38 37 36 35 34 33 32
22 23 24 25 26 27 28 29
20 19 18 17 16 15 13
10
9
8
7
6
5
4
3
2
1
69
59 60
77
72
7170
COS-SDE
COS F
73
74
75
76
92
62
63
64 65 66
67
68
11
99COS K
COS G
79
78
81
80
83
82
84
85
86
87
88
89
90
91
14
5
6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34
35
36 37 38 39 40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
58596061
62
63
66
65
67
68
69
71 64
72
73
74
75
76
77787980818283848586878889909192939495969798
99100101102103104105107106108
109110111
112113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135136
137
138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165
166167168169170171172173174175
176 177178 179 180 181 182 183 184 185
186
187
188
189
190191192193
194
195196197
198
199
200
201
202
203
204
205
285 286 287 288 289 290 291 292
256
257
258
259
260
261
262
263
264
265
266
267
268
269
270
271
272
273
274
275
276
277
278
279
280
281
282
283
284
255
254
253
252
251
206
207
250
208
249
209
248
210
247
211
246
212
245
213
244
214
243
215
242
216
241
217
240
218
239
219
238
220
237
221
236
222
235
223
234
224
233
226
231 225
232
227
230
229
228
COS H
70
1
2
3
4
55
56
57
93
94
95
96
97
98
COS J
21
321
C
B
A
SEAL
SCALE:
4
D
E
5
APPROVED BY
CHECKED BY
REVISIONS
TITLE
DRAWN BY
DATE
SHEET NO.
WY
A
T
T

P
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A
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1
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1
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A
DEI PROJECT NO: 50156833
MARCH 22, 2023
Dewberry Engineers Inc.
9300 Harris Corners Pkwy - Suite 220
Charlotte, NC 28269
Phone: [phone]
Fax: [phone]
www.dewberry.com
NCBOLA #C-478
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
Know what's below.
before you dig.Call
R
NCBELS #F-0929
KEY PLAN:
BML
BML
JEB
MR. CLAY MIZE
LEOTERRA DEVELOPMENT, INC.
110-A SHIELDS PARK DR.
KERNERSVILLE, NC 27284
PHONE: [phone]
STREAM AND
WETLAND IMPACT
OVERALL MAP
(SHEET 1 OF 5)
C2.01
SCALE: 1" =100'
100'0'50'200'
BEVERLY B. CAUDLE
ROMANA P. CAUDLE
PARCEL NO. 157924
D.B.2179, PG. 43
ZONED AG
NO
R
T
H

O
R
I
E
N
T
E
D

T
O
NC

G
R
I
D

(
N
A
D
8
3
/
2
0
1
1
)
820
82
0
810
810
810
81
0
800
80
0
790
780
820
82
0
8
3
0
830
8
2
0
810
8
1
0
820
830
810
800
800
810
810
7
9
0
800
826
COS I
30
31
39
38 37 36 35 34 33 32
22 23 24 25
26 27 28 29
20 19 18
17 16
15
13
10
9
8
7
6
5
11
14
5
6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34
35
36
37
38 39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
58596061
62
63
66
65
67
68
69
71
64
72
73
74
75
76
77787980818283848586878889909192939495969798
70
1
2
3
4
55
56
57
COS J
21
321
C
B
A
SEAL
SCALE:
4
D
E
5
APPROVED BY
CHECKED BY
REVISIONS
TITLE
DRAWN BY
DATE
SHEET NO.
WY
A
T
T

P
L
A
C
E

A
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D

T
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A
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W
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A
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L
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15
1
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-
1
5
1
4

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,

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O
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C
A
R
O
L
I
N
A
DEI PROJECT NO: 50156833
MARCH 22, 2023
Dewberry Engineers Inc.
9300 Harris Corners Pkwy - Suite 220
Charlotte, NC 28269
Phone: [phone]
Fax: [phone]
www.dewberry.com
NCBOLA #C-478
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
Know what's below.
before you dig.Call
R
NCBELS #F-0929
KEY PLAN:
BML
BML
JEB
MR. CLAY MIZE
LEOTERRA DEVELOPMENT, INC.
110-A SHIELDS PARK DR.
KERNERSVILLE, NC 27284
PHONE: [phone]
STREAM AND
WETLAND IMPACT
MAP
(SHEET 2 OF 5)
C2.02
SCALE: 1" =40'
40'0'20'80'
BEVERLY B. CAUDLE
ROMANA P. CAUDLE
PARCEL NO. 157924
D.B.2179, PG. 43
ZONED AG
MA
T
C
H
L
I
N
E

S
H
E
E
T

C
2
.
0
4
NO
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O
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N
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D

T
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NC

G
R
I
D

(
N
A
D
8
3
/
2
0
1
1
)
EXISTING STREAM
WETLANDS AS
LOCATED BY PILOT
ENVIRONMENTAL
WETLANDS AS
LOCATED BY PILOT
ENVIRONMENTAL
ZON
E

1

S
T
R
E
A
M

B
U
F
F
E
R
ZON
E

2

S
T
R
E
A
M

B
U
F
F
E
R
PROP. WET
POND #1
MATCHLINE SHEET C2.03
CONTRACTOR SHALL INSTALL
RETAINING WALL AS NEEDED
TO AVOID WETLAND IMPACTS
COX AVE
N
U
E
COX AV
E
N
U
E
8
1
0
810
820
820
81
0
81
0
800
800
810
808
61
58
69
59
60
77
72
71
70
COS-SDE
COS F
73
74
75
76
92
64 65
66
67
68
99
COS K
COS G
79
78
81
80
83
82
84
85
86
87
88
89
90
91
99
100
101
102
103
104
105
107
106
108
109
110
111
112
113
114
115
116
117
118
119
120
255
254
253
252
251
206250
93
94
95
96
97
98
321
C
B
A
SEAL
SCALE:
4
D
E
5
APPROVED BY
CHECKED BY
REVISIONS
TITLE
DRAWN BY
DATE
SHEET NO.
WY
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P
L
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C
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A
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,

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O
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C
A
R
O
L
I
N
A
DEI PROJECT NO: 50156833
MARCH 22, 2023
Dewberry Engineers Inc.
9300 Harris Corners Pkwy - Suite 220
Charlotte, NC 28269
Phone: [phone]
Fax: [phone]
www.dewberry.com
NCBOLA #C-478
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
Know what's below.
before you dig.Call
R
NCBELS #F-0929
KEY PLAN:
BML
BML
JEB
MR. CLAY MIZE
LEOTERRA DEVELOPMENT, INC.
110-A SHIELDS PARK DR.
KERNERSVILLE, NC 27284
PHONE: [phone]
STREAM AND
WETLAND IMPACT
MAP
(SHEET 3 OF 5)
C2.03
SCALE: 1" =40'
40'0'20'80'
MATCHLINE SHEET C2.02
NO
R
T
H

O
R
I
E
N
T
E
D

T
O
NC

G
R
I
D

(
N
A
D
8
3
/
2
0
1
1
)
COX AVENUE
PUBLIC 60' R/W
PER P.B. 40, PG 15
AND P.B. 184, PG. 122
COX
A
V
E
N
U
E
PUBLI
C

6
0
'

R
/
W
PER P
.
B
.

4
0
,

P
G

1
5
AND P
.
B
.

1
8
4
,

P
G
.

1
2
2
WETLANDS AS
LOCATED BY PILOT
ENVIRONMENTAL
WETLAND IMPACT #2 (W2)
(609.14 SF, 0.014 AC)
PROP. WET
POND #1
WETLAND IMPACT
#6 (W6) (389.69 SF,
0.009 AC)
MATCHLINE SHEET C2.04
DRAINAGE AREA & RUNOFF
VOLUME TO WETLAND AREA:
EXISTING CONDITION -
2.85 AC
0.551 AC-FT (10-YR)
PROPOSED CONDITION -
0.99 AC
0.240 AC-FT (10-YR)
800
80
0
790
780
7
8
0
770
770
780
780
790
800
8
1
0
81
0
800
790
800
790
800
79
0
80
0
80
0
800
7
9
0
800
38 39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
99118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157 158 159 160 161
168169170171
172
173174
175
176
177
178
179
180
181 182
194
195
196
197
198
199
200
201
202
203
204
205
285
286
287
288
289
290
291
292
256
257
258
259
260
261
262
263
264
265
266
267
268
269
270
271
272
273
274
275
276
277
278
279
280
281
282
283
284
251
206
207
250
208
249
209
248
210
247
211
246
212
245
213
244
214
243
215
242
216
241
217
240
218
239
219
238
220
237
221
236
222
235
223
234
224
233
226
231 225
232
227
230
229
228
COS H
321
C
B
A
SEAL
SCALE:
4
D
E
5
APPROVED BY
CHECKED BY
REVISIONS
TITLE
DRAWN BY
DATE
SHEET NO.
WY
A
T
T

P
L
A
C
E

A
N
D

T
H
E

TO
W
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W
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A
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N
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A
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D
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V
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L
O
P
M
E
N
T
15
1
2
-
1
5
1
4

J
A
C
K
S
O
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L
A
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C
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A
DEI PROJECT NO: 50156833
MARCH 22, 2023
Dewberry Engineers Inc.
9300 Harris Corners Pkwy - Suite 220
Charlotte, NC 28269
Phone: [phone]
Fax: [phone]
www.dewberry.com
NCBOLA #C-478
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
Know what's below.
before you dig.Call
R
NCBELS #F-0929
KEY PLAN:
BML
BML
JEB
MR. CLAY MIZE
LEOTERRA DEVELOPMENT, INC.
110-A SHIELDS PARK DR.
KERNERSVILLE, NC 27284
PHONE: [phone]
STREAM AND
WETLAND IMPACT
MAP
(SHEET 4 OF 5)
C2.04
SCALE: 1" =40'
40'0'20'80'
MATCHLINE SHEET C2.03
MA
T
C
H
L
I
N
E

S
H
E
E
T

C
2
.
0
2
MA
T
C
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L
I
N
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S
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C
2
.
0
5
NO
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D

T
O
NC

G
R
I
D

(
N
A
D
8
3
/
2
0
1
1
)
WETLAND IMPACT #3 (W3)
(3073.20 SF, 0.071 AC)
INTERMITTENT
STREAM LOCATED
BY OTHERS
ZO
N
E

1

S
T
R
E
A
M

B
U
F
F
E
R
ST
E
E
P

S
L
O
P
E
ST
R
E
A
M

B
U
F
F
E
R
PROP. WET
POND #2
PROP. WET
POND #3
ZO
N
E

2

S
T
R
E
A
M

B
U
F
F
E
R
DRAINAGE AREA & RUNOFF
VOLUME TO WETLAND AREA:
EXISTING CONDITION -
5.31 AC
0.943 AC-FT (10-YR)
PROPOSED CONDITION -
DIRECT RUNOFF = 0.41 AC
SUBSURFACE = 0.46 AC
TOTAL AREA = 0.87 AC
0.093 AC-FT (10-YR)
SUBSURFACE DRAINAGE
AREA TO WETLAND
IMPACT #3 AREA (0.46 AC)
J
A
C
K
S
O
N

L
A
K
E

R
O
A
D
800
7
8
0
79
0
790
80
0
99
COS K
152
153
154
155
156
157 158 159 160 161 162 163 164 165
166167168169170171
172
173174
175
176
177
178
179
180
181 182 183 184 185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
201
202
203
204
205
206
207
208
209
210
211
212
213
214
215
321
C
B
A
SEAL
SCALE:
4
D
E
5
APPROVED BY
CHECKED BY
REVISIONS
TITLE
DRAWN BY
DATE
SHEET NO.
WY
A
T
T

P
L
A
C
E

A
N
D

T
H
E

TO
W
N
E
S

A
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W
Y
A
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L
O
P
M
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N
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15
1
2
-
1
5
1
4

J
A
C
K
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O
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L
A
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A
D

C
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N
O
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C
A
R
O
L
I
N
A
DEI PROJECT NO: 50156833
MARCH 22, 2023
Dewberry Engineers Inc.
9300 Harris Corners Pkwy - Suite 220
Charlotte, NC 28269
Phone: [phone]
Fax: [phone]
www.dewberry.com
NCBOLA #C-478
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
Know what's below.
before you dig.Call
R
NCBELS #F-0929
KEY PLAN:
BML
BML
JEB
MR. CLAY MIZE
LEOTERRA DEVELOPMENT, INC.
110-A SHIELDS PARK DR.
KERNERSVILLE, NC 27284
PHONE: [phone]
STREAM AND
WETLAND IMPACT
MAP
(SHEET 5 OF 5)
C2.05
SCALE: 1" =40'
40'0'20'80'
MA
T
C
H
L
I
N
E

S
H
E
E
T

C
2
.
0
4
NO
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T
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N
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D

T
O
NC

G
R
I
D

(
N
A
D
8
3
/
2
0
1
1
)
DOT R/W
PER D.B. 6052, PG. 2588
DOT R/W
PER D.B. 4004, PG. 571
TRACT 3
DOT R/W
PER D.B
.

6
5
9
3
,

P
G
.

2
8
8
3
INTERMITTENT
STREAM LOCATED
BY OTHERS
WETLANDS AS
LOCATED BY PILOT
ENVIRONMENTAL
WETLANDS AS
LOCATED BY PILOT
ENVIRONMENTAL
ZO
N
E

2

S
T
R
E
A
M

B
U
F
F
E
R
S
T
E
E
P

S
L
O
P
E
S
T
R
E
A
M

B
U
F
F
E
R
WETLAND
IMPACT #4 (W4)
(231 SF, 0.005 AC)
ZO
N
E

1

S
T
R
E
A
M

B
U
F
F
E
R
DRAINAGE AREA & RUNOFF
VOLUME TO WETLAND AREA:
EXISTING CONDITION -
4.35 AC
0.772 AC-FT (10-YR)
PROPOSED CONDITION -
2.84 AC
0.641 AC-FT (10-YR)
DRAINAGE AREA & RUNOFF
VOLUME TO WETLAND AREA:
EXISTING CONDITION -
1.26 AC
0.224 AC-FT (10-YR)
PROPOSED CONDITION -
0.63 AC
0.142 AC-FT (10-YR)
PROP BMP #4