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STORM PIPE TABLE
PIPE #
DIA
FROM - TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DESCRIPTION
Alf
24"
Ale - Al
692.80
692.55
1.00%
24.92 LF
24 inch RCP
A2
30"
Al -A3
689.08
687.08
1.00%
200.00 LF
30 inch RCP
A3b
24"
A3a - A3
693.44
691.00
2.42%
100.94 LF
24 inch RCP
A4
36"
A3 -A5
686.58
684.40
1.00%
218.17 LF
36 inch RCP
A5b
18"
Asa -A5c
695.00
693.61
1.23%
113.35 LF
18 inch RCP
A5d
18"
A5c - A5e
693.51
692.28
1.23%
100.00 LF
18 inch RCP
A5f
18"
Ase -A5g
692.18
691.09
1.23%
88.34 LF
18 inch RCP
Ash
18"
A5g - A5
690.99
689.22
1.26%
140.68 LF
18 inch RCP
A6
36"
A5 -A7
684.30
682.43
1.00%
187.08 LF
36 inch RCP
Alb
15"
Ala -A7c
693.85
691.25
1.97%
132.00 LF
15 inch RCP
A7d
15"
A7c - A7
691.15
687.60
1.97%
180.29 LF
15 inch RCP
Alf
15"
Ale - A7
685.99
684.08
5.00%
38.25 LF
15 inch RCP
A8
42"
A7 - A9
681.93
680.26
1.04%
160.00 LF
42 inch RCP
A9b
15"
Aga - A9
688.93
688.17
2.00%
38.00 LF
15 inch RCP
A10
42"
A9 - A11
680.16
679.53
1.05%
60.00 LF
42 inch RCP
A11 b
15"
Alla - A11 c
685.93
683.38
5.00%
51.00 LF
15 inch RCP
A11 d
15"
A11 c - A11
683.28
681.68
5.00%
32.01 LF
15 inch RCP
A11 f
15"
A11 e - A11 g
687.84
685.62
2.00%
111.00 LF
15 inch RCP
A11 h
18"
A11 g - A11 i
685.37
684.95
2.00%
21.00 LF
18 inch RCP
A11j
24"
A11 i - A11 k
684.45
682.23
2.00%
111.00 LF
24 inch RCP
A111
24"
A11 k - A11
682.13
680.93
2.00%
60.00 LF
24 inch RCP
Al2
42"
A11 -A13
679.43
669.25
3.88%
262.76 LF
42 inch RCP
A14
54"
A13 - A15
668.25
668.19
0.50%
11.25 LF
54 inch RCP
A16
54"
A15 - A17
668.09
667.75
0.50%
68.54 LF
54 inch RCP
A17b
15"
A17a - A17c
677.58
676.89
1.00%
69.07 LF
15 inch RCP
A17d
15"
A17c - A17
676.79
675.00
1.00%
178.85 LF
15 inch RCP
Al 7f
15"
Al 7e - A17
673.66
671.02
2.00%
132.05 LF
15 inch RCP
A18
54"
A17 - FESA1
667.65
667.40
0.50%
50.87 LF
54 inch RCP
A19b
24"
A19a -A19
688.26
687.36
1.00%
90.00 LF
24 inch RCP
A20
30"
A19 - A21
686.86
685.86
0.50%
200.00 LF
30 inch RCP
A21 b
24"
A21 a - A21
688.26
687.36
1.00%
90.00 LF
24 inch RCP
A22
36"
A21 - A23
685.36
684.86
0.50%
100.00 LF
36 inch RCP
A24
42"
A23 - A25
684.36
682.95
0.50%
281.32 LF
42 inch RCP
A25b
18"
A25a -A25c
694.00
690.46
1.85%
191.63 LF
18 inch RCP
A25d
24"
A25c - A25
689.96
686.49
1.93%
179.58 LF
24 inch RCP
A25f
18"
A25e -A25a
694.51
694.10
1.85%
21.98 LF
18 inch RCP
A25h
18"
A25g -A25c
692.22
690.46
8.00%
22.00 LF
18 inch RCP
A26
42"
A25 - A27
682.85
682.21
0.50%
128.48 LF
42 inch RCP
A28
42"
A27 - A29
682.11
671.73
3.81%
272.27 LF
42 inch RCP
A29b
15"
A29c -A29c
687.56
685.70
2.00%
93.00 LF
15 inch RCP
A29d
15"
A29c -A29e
685.60
685.21
2.00%
19.61 LF
15 inch RCP
A29f
18"
A29e -A29g
684.96
684.51
2.00%
22.25 LF
18 inch RCP
A29h
18"
A29g - A29
684.41
679.49
10.00%
49.23 LF
18 inch RCP
A30
42"
A29 - A31
671.63
669.25
1.00%
237.82 LF
42 inch RCP
A32
60"
A31 - A33
667.75
667.70
0.50%
10.00 LF
60 inch RCP
A34
60"
A33 - A35
667.60
667.37
0.50%
45.64 LF
60 inch RCP
A35b
15"
A35c -A35c
683.50
683.27
1.00%
22.75 LF
15 inch RCP
A35d
15"
A35c -A35e
683.17
675.75
5.72%
129.61 LF
15 inch RCP
A35f
15"
A35e - A35
675.65
671.02
3.50%
132.13 LF
15 inch RCP
A35h
15"
A35g -A35e
676.04
675.75
1.00%
29.16 LF
15 inch RCP
A36
60"
A35 - A47
667.27
666.44
0.50%
165.56 LF
60 inch RCP
A38
15"
A37 - A39
674.15
673.55
0.87%
69.02 LF
15 inch RCP
A40
15"
A39 - A41
673.45
671.88
1.01%
155.05 LF
15 inch RCP
A41 b
15"
A41 a - A41
675.24
674.71
0.87%
61.18 LF
15 inch RCP
A42
18"
A41 - A43
671.63
670.37
1.01%
124.36 LF
18 inch RCP
A43b
18"
A43c - A43a
670.78
670.66
-0.50%
23.06 LF
18 inch RCP
A43d
18"
A43 -A43c
670.56
670.37
-0.50%
38.73 LF
18 inch RCP
A44
24"
A43 - A45
669.87
669.81
0.50%
11.00 LF
24 inch RCP
A46
24"
A45 - A47
669.71
669.43
0.50%
56.98 LF
24 inch RCP
A48
60"
A47 - FESA2
666.34
666.00
0.57%
60.06 LF
60 inch RCP
STORM PIPE TABLE
B2
24"
B1 - B3
688.26
687.79
1.00%
47.50 LF
24 inch RCP
B4
24"
133-135
687.69
686.43
1.00%
125.56 LF
24 inch RCP
B6
24"
135-137
686.33
684.51
1.00%
181.88 LF
24 inch RCP
B8
30"
B7 - B9
684.01
682.33
1.00%
168.07 LF
30 inch RCP
B10
30"
B9 - B11
682.23
674.76
2.57%
291.01 LF
30 inch RCP
B12
36"
B11 - B13
674.26
674.15
0.50%
21.50 LF
36 inch RCP
B14
72"
B13 - B15
671.05
670.94
0.50%
22.50 LF
72 inch RCP
B16
72"
B15 - B17
670.84
669.25
0.50%
317.00 LF
72 inch RCP
B17b
36"
B17a - B17c
682.47
682.04
2.00%
21.25 LF
36 inch RCP
B17d
36"
B17c - B17
681.94
681.48
2.00%
23.00 LF
36 inch RCP
B18
72"
B17 - B19
669.15
667.55
0.50%
319.75 LF
72 inch RCP
B19b
36"
B19a - B19c
682.47
682.04
2.00%
21.50 LF
36 inch RCP
B19d
36"
B19c - B19
681.94
681.48
2.00%
22.75 LF
36 inch RCP
B20
72"
B19 - EW -B
667.45
667.08
0.50%
73.89 LF
72 inch RCP
B21 b
36"
B21 a - B21 c
682.47
682.04
2.00%
21.25 LF
36 inch RCP
B21 d
36"
B21 c - B21
681.94
681.48
2.00%
23.00 LF
36 inch RCP
B22
36"
B21 - B23
675.50
674.83
0.50%
134.10 LF
36 inch RCP
B24
36"
B23 - B25
674.74
674.41
0.50%
65.01 LF
36 inch RCP
B26
36"
B25 - B27
674.31
673.65
0.50%
131.37 LF
36 inch RCP
B27b
36"
B27c -B27c
682.46
682.04
2.00%
21.25 LF
36 inch RCP
B27d
36"
B27c - B27
681.94
681.48
2.00%
23.00 LF
36 inch RCP
B28
42"
B27 - B29
673.15
671.55
0.50%
319.75 LF
42 inch RCP
B29b
36"
B29c -B29c
682.25
682.03
1.00%
21.50 LF
36 inch RCP
B29d
36"
B29c - B29
681.93
681.48
2.00%
22.75 LF
36 inch RCP
B30
48"
B29 - B19
671.05
669.45
0.50%
320.25 LF
48 inch RCP
B32
15"
B31 - B33
682.08
681.50
1.00%
58.13 LF
15 inch RCP
B33b
15"
B33a - B33
682.94
682.48
2.00%
23.00 LF
15 inch RCP
B34
18"
B33 - B35
681.25
680.91
0.50%
67.04 LF
18 inch RCP
B36
24"
B35 - B37
680.41
680.32
0.50%
18.54 LF
24 inch RCP
B38
24"
B37 - B39
680.22
679.71
0.50%
102.00 LF
24 inch RCP
B39b
15"
B39c -B39c
681.01
680.78
1.00%
23.00 LF
15 inch RCP
B39d
15"
B39c - B39
680.68
680.46
1.00%
22.43 LF
15 inch RCP
B40
30"
B39 - B41
679.21
679.10
0.50%
21.00 LF
30 inch RCP
B42
30"
B41 - B43
679.00
678.44
0.50%
111.00 LF
30 inch RCP
B44
30"
B43 - B45
678.34
677.95
0.50%
78.00 LF
30 inch RCP
B45b
15"
B45c -B45c
679.51
679.40
0.50%
23.00 LF
15 inch RCP
B45d
15"
B45c - B45
679.30
679.20
0.50%
20.73 LF
15 inch RCP
B46
36"
B45 - B47
677.45
677.13
0.50%
63.27 LF
36 inch RCP
B48
36"
B47 - B49
677.03
676.30
0.50%
145.19 LF
36 inch RCP
B49b
15"
B49c -B49c
678.38
678.15
1.00%
23.01 LF
15 inch RCP
B49d
15"
B49c - B49
678.05
677.95
1.00%
10.49 LF
15 inch RCP
B50
42"
B49 - B51
675.70
674.63
0.50%
213.45 LF
42 inch RCP
B51 b
15"
B51 a - B51
677.92
676.78
4.96%
23.00 LF
15 inch RCP
B52
42"
B51 - B13
674.53
673.65
0.50%
175.08 LF
42 inch RCP
C2
24"
Cl -C3
672.46
671.84
0.50%
124.20 LF
24 inch RCP
C4
30"
C3-05
671.34
670.79
0.50%
109.00 LF
30 inch RCP
C5b
18"
C5a - C5
688.00
683.50
4.08%
110.30 LF
18 inch RCP
C6
36"
C5-C7
670.29
669.79
0.50%
100.00 LF
36 inch RCP
C7b
18"
C7a - C7
687.75
682.40
4.98%
107.43 LF
18 inch RCP
C8
36"
C7 -C9
669.69
669.19
0.50%
100.00 LF
36 inch RCP
C10
36"
C9 - C11
669.09
668.65
0.50%
88.25 LF
36 inch RCP
C12
36"
C11 - C13
668.55
668.33
0.50%
44.80 LF
36 inch RCP
C13b
24"
C13a - C13c
686.61
684.00
2.00%
130.60 LF
24 inch RCP
C13d
24"
C13c - C13e
683.90
681.29
2.00%
130.60 LF
24 inch RCP
C13f
24"
C13e - C13
681.19
679.63
2.25%
69.14 LF
24 inch RCP
C14
42"
C13 -C15
667.83
667.44
0.50%
77.93 LF
42 inch RCP
C16
42"
C15 -C17
667.34
666.95
0.50%
77.93 LF
42 inch RCP
C18
42"
C17 -C19
666.85
666.62
0.50%
45.91 LF
42 inch RCP
C20
42"
C19 - C21
666.52
666.16
0.50%
71.35 LF
42 inch RCP
C22
60"
C21 - C23
664.66
663.51
0.50%
229.00 LF
60 inch RCP
STORM PIPE TABLE
C24
60"
C23 - C25
663.41
662.34
0.50%
212.97 LF
60 inch RCP
C26
72"
C25 - C27
661.36
660.80
2.00%
28.14 LF
72 inch RCP
C28
72"
C27 - C29
660.70
660.25
2.00%
22.50 LF
72 inch RCP
C30
72"
C29 - EW -C
660.15
658.55
2.00%
80.20 LF
72 inch RCP
C31 b
15"
C31 a - C31 c
683.71
683.48
1.00%
23.00 LF
15 inch RCP
C31 d
15"
C31 c - C31
683.38
683.05
1.00%
33.41 LF
15 inch RCP
C32
36"
C31 - C33
681.26
679.12
0.67%
320.00 LF
36 inch RCP
C33b
15"
C33c -C33c
683.19
680.91
10.00%
22.75 LF
15 inch RCP
C33d
15"
C33c - C33
681.89
680.81
5.00%
21.50 LF
15 inch RCP
C36
36"
C35 - C37
677.68
676.45
0.67%
183.54 LF
36 inch RCP
C38
36"
C37 - C39
676.35
675.47
0.67%
131.06 LF
36 inch RCP
C40
36"
C39 - C41
675.37
674.54
0.69%
121.34 LF
36 inch RCP
C42
42"
C41 - C43
674.04
673.43
0.50%
121.34 LF
42 inch RCP
C44
42"
C43 - C21
673.33
672.72
0.56%
109.57 LF
42 inch RCP
C46
15"
C45 - C47
675.70
675.00
3.05%
23.00 LF
15 inch RCP
C47b
15"
C47c -C47c
679.40
678.94
2.00%
23.00 LF
15 inch RCP
C47d
15"
C47c - C47
678.84
675.00
2.00%
192.00 LF
15 inch RCP
C48
18"
C47 - C49
674.75
669.43
3.05%
174.36 LF
18 inch RCP
C49b
15"
C49c -C49c
670.32
670.09
1.00%
23.00 LF
15 inch RCP
C49d
15"
C49c - C49
669.99
669.68
1.00%
31.29 LF
15 inch RCP
C50
24"
C49 - C51
668.93
668.30
0.58%
109.20 LF
24 inch RCP
C52
30"
C51 - C53
667.80
667.16
0.58%
109.20 LF
30 inch RCP
C53b
15"
C53c -053c
669.02
668.79
1.00%
23.00 LF
15 inch RCP
C53d
15"
C53c - C53
668.69
668.31
1.00%
37.53 LF
15 inch RCP
C54
30"
C53 - C55
667.06
666.36
0.75%
93.40 LF
30 inch RCP
C56
30"
C55 - C57
666.26
665.56
0.75%
93.40 LF
30 inch RCP
C58
36"
C57 - C25
665.06
664.36
0.75%
93.40 LF
36 inch RCP
C60
15"
C59 - C61
685.71
685.22
0.72%
67.20 LF
15 inch RCP
C61 b
15"
C61 a - C61
687.17
685.22
1.07%
181.61 LF
15 inch RCP
C62
18"
C61 - C63
684.97
684.30
1.00%
67.20 LF
18 inch RCP
C64
18"
C63 - C65
684.20
683.53
1.00%
67.20 LF
18 inch RCP
C65b
18"
C65a - C65
688.00
683.53
2.16%
206.52 LF
18 inch RCP
C66
24"
C65 - C67
679.70
678.23
1.50%
97.80 LF
24 inch RCP
C67b
18"
C67a - C67
688.00
678.63
4.56%
205.56 LF
18 inch RCP
C68
24"
C67 - C69
678.13
674.36
4.50%
83.87 LF
24 inch RCP
C70
24"
C69 - C23
674.26
668.34
4.91 %
120.52 LF
24 inch RCP
C72
18"
C71 - C73
669.75
669.21
0.50%
108.00 LF
18 inch RCP
C74
24"
C73 - C75
668.71
668.27
0.50%
88.00 LF
24 inch RCP
C76
24"
C75 -C77
668.17
667.98
0.50%
38.24 LF
24 inch RCP
C78
24"
C77 - C79
667.88
667.54
0.50%
67.64 LF
24 inch RCP
C80
30"
C79 - C81
667.04
666.67
0.50%
75.00 LF
30 inch RCP
C82
30"
C81 - C83
666.57
665.38
0.50%
238.37 LF
30 inch RCP
C84
30"
C83 - C25
665.28
664.86
0.50%
83.93 LF
30 inch RCP
D1 b
24"
D1 a - D1
684.02
683.48
0.53%
101.53 LF
24 inch RCP
D2
36"
Dl -D3
680.48
679.48
0.50%
200.00 LF
36 inch RCP
Dab
15"
Dia -D3c
683.52
683.04
0.50%
94.66 LF
15 inch RCP
Dad
24"
D3c - D3e
682.29
681.96
0.66%
50.75 LF
24 inch RCP
DY
24"
Dae - D3g
681.86
681.41
0.66%
67.82 LF
24 inch RCP
D3h
24"
Dag - D3i
681.31
680.99
0.66%
47.95 LF
24 inch RCP
D31
15"
D3k -D3c
683.93
683.04
2.00%
44.30 LF
15 inch RCP
Dan
24"
Dam - D3
687.20
680.38
6.70%
101.72 LF
24 inch RCP
D4
42"
D3 - D5
678.98
677.98
0.50%
200.00 LF
42 inch RCP
D5d
24"
D5c - D5
686.00
679.38
9.99%
66.28 LF
24 inch RCP
D5j
15"
D5i -D5k
709.70
699.32
5.49%
189.20 LF
15 inch RCP
D51
15"
D5k - D5
699.22
684.00
8.00%
190.28 LF
15 inch RCP
D6
42"
D5 -D7
677.88
676.88
0.50%
200.00 LF
42 inch RCP
D8
48"
D7 -D9
676.28
675.28
0.50%
200.00 LF
48 inch RCP
D9b
24"
D9a - D9
687.37
677.28
10.00%
100.92 LF
24 inch RCP
D10
48"
D9 - D11
675.28
674.28
0.50%
200.00 LF
48 inch RCP
D11b
24"
D11a - D11
686.29
676.18
10.00%
101.14 LF
24 inch RCP
STORM PIPE TABLE
D12
48"
D11 - D13
674.18
673.18
0.50%
200.00 LF
48 inch RCP
D13b
24"
D13a - D13
690.90
680.70
10.00%
102.00 LF
24 inch RCP
D14
54"
D13 - D15
672.69
671.69
0.50%
200.00 LF
54 inch RCP
D15b
15"
D15a - D15c
711.28
706.36
3.00%
163.95 LF
15 inch RCP
D15d
15"
D15c - D15e
706.26
702.57
3.25%
113.40 LF
15 inch RCP
Dl 5f
15"
D15e - D15g
702.47
698.79
3.25%
113.40 LF
15 inch RCP
D15h
15"
D15g - D15i
698.69
694.18
3.98%
113.39 LF
15 inch RCP
Dl 5j
18"
D15i - D15k
693.93
687.72
4.16%
149.35 LF
18 inch RCP
D151
18"
D15k - D15
687.62
679.20
5.24%
160.71 LF
18 inch RCP
D15n
15"
D15m - D15o
704.98
703.15
3.00%
60.87 LF
15 inch RCP
D15p
15"
Dl 5o - Dl 5q
703.05
700.26
3.00%
93.00 LF
15 inch RCP
Dl 5r
15"
D15q - D15s
700.16
697.37
3.00%
93.00 LF
15 inch RCP
D15t
15"
D15s - D15u
697.27
694.43
3.00%
94.60 LF
15 inch RCP
D15v
18"
D15u - D15w
694.18
690.45
2.51 %
148.85 LF
18 inch RCP
D15x
18"
D15w - D15k
690.35
687.72
2.53%
104.00 LF
18 inch RCP
D15z
24"
Dl 5y - D15
690.90
678.70
11.96%
102.00 LF
24 inch RCP
D16
54"
D15 -D17
671.59
670.45
0.50%
227.00 LF
54 inch RCP
D18
54"
D17 -D19
670.55
669.91
0.50%
127.00 LF
54 inch RCP
D20
60"
D19 - D21
669.41
668.78
0.50%
127.00 LF
60 inch RCP
D22
60"
D21 - D23
668.68
668.04
0.50%
127.00 LF
60 inch RCP
D23b
15"
D23c -D23c
698.08
693.33
3.99%
119.00 LF
15 inch RCP
D23d
15"
D23c -D23e
693.23
688.47
4.00%
119.00 LF
15 inch RCP
D23f
15"
D23e -D23g
688.37
683.61
4.00%
118.99 LF
15 inch RCP
D23h
15"
D23g -D23i
683.51
678.69
4.00%
120.44 LF
15 inch RCP
D23j
15"
D23i - D23
678.59
673.17
4.00%
135.57 LF
15 inch RCP
D24
72"
D23 - D25
667.04
666.24
0.50%
160.28 LF
72 inch RCP
D26
72"
D25 - D27
666.14
665.56
0.50%
116.00 LF
72 inch RCP
D27b
18"
D27c -D27c
677.26
676.92
1.00%
34.50 LF
18 inch RCP
D27d
24"
D27c -D27e
676.42
675.26
1.00%
116.00 LF
24 inch RCP
D27f
24"
D27e - D27
675.16
674.00
1.00%
116.00 LF
24 inch RCP
D28
72"
D27 - D29
665.46
655.40
2.49%
404.21 LF
72 inch RCP
D30
72"
D29 - D31
655.30
654.47
2.50%
33.25 LF
72 inch RCP
D31 b
18"
D31 a - D31 c
664.66
664.50
0.50%
33.25 LF
18 inch RCP
D31 d
24"
D31 c - D31 e
664.00
663.53
0.50%
93.18 LF
24 inch RCP
D31 f
24"
D31 e - D31
663.43
662.81
0.50%
125.00 LF
24 inch RCP
D31 h
18"
D31 g - D31 e
666.59
663.93
8.00%
33.25 LF
18 inch RCP
D32
72"
D31 - EW -D1
654.34
652.00
2.50%
93.78 LF
72 inch RCP
D34
15"
D33 - D35
705.07
703.17
1.84%
103.09 LF
15 inch RCP
D36
15"
D35 - D37
703.07
701.17
1.84%
103.09 LF
15 inch RCP
D38
15"
D37 - D39
701.07
699.15
1.63%
117.71 LF
15 inch RCP
D40
15"
D39 - D41
699.05
692.94
4.65%
131.45 LF
15 inch RCP
D42
15"
D41 - D43
692.84
687.76
4.25%
119.43 LF
15 inch RCP
D44
18"
D43 - D45
687.51
682.44
4.25%
119.41 LF
18 inch RCP
D45b
15"
D45a - D45
683.19
682.59
0.50%
120.67 LF
15 inch RCP
D46
18"
D45 - D47
682.34
674.36
3.00%
265.90 LF
18 inch RCP
D48
18"
D47 - D49
674.26
671.35
3.00%
97.00 LF
18 inch RCP
D50
24"
D49 - D51
670.85
668.26
1.00%
258.95 LF
24 inch RCP
D52
30"
D51 - D53
667.76
666.63
3.37%
33.50 LF
30 inch RCP
D54
30"
D53 - D31
666.53
662.31
3.38%
125.00 LF
30 inch RCP
D55b
24"
D55c -D55c
693.82
692.28
1.44%
107.00 LF
24 inch RCP
D55d
24"
D55c - D55
687.62
677.26
5.00%
207.26 LF
24 inch RCP
D55f
24"
D55e - D55
678.16
677.26
1.00%
90.00 LF
24 inch RCP
D56
42"
D55 - D57
673.63
672.63
0.50%
200.00 LF
42 inch RCP
D57b
24"
D57a - D57
694.38
677.26
5.67%
302.00 LF
24 inch RCP
D57d
24"
D57c - D57
678.16
677.26
1.00%
90.00 LF
24 inch RCP
D58
42"
D57 - D59
672.53
671.53
0.50%
200.00 LF
42 inch RCP
D59b
24"
D59a - D59
693.82
677.26
5.48%
302.00 LF
24 inch RCP
D59d
24"
D59c - D59
678.16
677.26
1.00%
90.00 LF
24 inch RCP
D60
48"
D59 - D61
671.03
670.03
0.50%
200.00 LF
48 inch RCP
D61 b
24"
D61 a - D61 c
694.00
693.12
1.00%
87.57 LF
24 inch RCP
STORM PIPE TABLE
D61 d
24"
D61 c - D61 e
693.02
692.51
1.00%
51.35 LF
24 inch RCP
D61 f
24"
D61 e - D61
692.41
677.26
7.05%
215.01 LF
24 inch RCP
D61 h
24"
D61 g - D61
678.16
677.26
1.00%
90.00 LF
24 inch RCP
D62
54"
D61 - D63
669.53
668.53
0.50%
200.00 LF
54 inch RCP
D63b
24"
D63a - D63
695.39
677.26
5.97%
303.42 LF
24 inch RCP
D63d
24"
D63c - D63
678.16
677.26
1.00%
90.00 LF
24 inch RCP
D64
60"
D63 - D65
668.03
667.03
0.50%
200.00 LF
60 inch RCP
D65b
24"
D65a - D65
690.86
677.26
4.45%
305.75 LF
24 inch RCP
D65d
24"
D65c - D65
679.78
678.88
1.00%
90.00 LF
24 inch RCP
D66
66"
D65 - D67
666.53
665.53
0.50%
200.00 LF
66 inch RCP
D67b
24"
D67a - D67
689.33
677.26
4.00%
301.69 LF
24 inch RCP
D67d
24"
D67c - D67
679.71
678.81
1.00%
90.38 LF
24 inch RCP
D68
72"
D67 - D69
665.03
664.03
0.50%
200.00 LF
72 inch RCP
D69b
24"
D69a - D69
689.34
677.26
4.00%
302.00 LF
24 inch RCP
D69d
24"
D69c - D69
678.16
677.26
1.00%
90.00 LF
24 inch RCP
D70
72"
D69 - D71
663.93
662.60
0.50%
266.01 LF
72 inch RCP
D72
72"
D71 - D73
662.50
661.76
0.50%
147.86 LF
72 inch RCP
D73b
18"
D73c -D73c
686.67
684.51
2.00%
108.00 LF
18 inch RCP
D73d
24"
D73c -D73e
684.01
681.85
2.00%
108.00 LF
24 inch RCP
D73f
24"
D73e -D73g
681.75
679.59
2.00%
108.00 LF
24 inch RCP
D73h
30"
D73g -D73i
679.09
677.47
1.50%
108.00 LF
30 inch RCP
D73j
30"
D73i -D73k
677.37
676.47
1.50%
60.00 LF
30 inch RCP
D731
30"
D73k -D73m
676.37
675.63
1.50%
49.30 LF
30 inch RCP
D73n
30"
D73m - D73
675.53
673.78
1.50%
116.99 LF
30 inch RCP
D73p
18"
D73o - D73
685.02
684.82
0.50%
40.00 LF
18 inch RCP
D74
72"
D73 - D75
661.66
661.10
0.50%
111.59 LF
72 inch RCP
D76
72"
D75 - D77
661.00
656.41
1.50%
305.95 LF
72 inch RCP
D77b
24"
D77c -D77c
672.55
671.75
1.00%
79.92 LF
24 inch RCP
D77d
24"
D77c -D77e
671.65
671.33
1.00%
31.58 LF
24 inch RCP
D77f
30"
D77e - D77
670.83
670.28
0.95%
58.64 LF
30 inch RCP
D77h
24"
D77g -D77e
672.71
671.33
2.00%
69.11 LF
24 inch RCP
D77j
18"
D77i -D77k
676.42
673.12
2.00%
165.23 LF
18 inch RCP
D771
24"
D77k - D77
672.62
670.77
1.96%
93.92 LF
24 inch RCP
D78
72"
D77 - D79
656.31
654.18
1.51 %
141.68 LF
72 inch RCP
D80
72"
D79 - D81
654.08
653.28
0.50%
159.59 LF
72 inch RCP
D81 b
18"
D81 a - D81 c
664.64
664.52
0.50%
23.00 LF
18 inch RCP
D81 d
18"
D81 c - D81
664.52
664.11
0.50%
83.56 LF
18 inch RCP
D82
72"
D81 - D83
653.18
652.84
0.50%
68.49 LF
72 inch RCP
D83b
18"
D83c -D83c
665.24
664.90
1.00%
33.50 LF
18 inch RCP
D83d
24"
D83c -D83e
664.40
663.27
1.00%
113.03 LF
24 inch RCP
D83f
24"
D83e - D83
663.17
662.50
1.00%
66.99 LF
24 inch RCP
D84
72"
D83 - D85
652.74
652.57
0.50%
33.63 LF
72 inch RCP
D86
72"
D85 - EW -D2
652.47
652.00
0.50%
93.53 LF
72 inch RCP
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DATE
06/26/2019
DRAWN BY
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• DESIGNED BY
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• CHECKED BY
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• • SCALE
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STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
B41
688.74
9.75'
NCDOT STD 840.52 4' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
B43
687.65
9.32'
NCDOT STD 840.52 4' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
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8.33'
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
B45a
STORM STRUCTURE TABLE
4.60'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
B45c
684.12
4.82'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
B47
686.01
8.99'
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
NCDOT STD 840.52 4' DIAMETER CONCRETE MANHOLE W/ 840.16 FRAME AND GRATE
B49a
687.00
8.62'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
B49c
687.00
8.95'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
B51
688.37
13.84'
Al
698.55
9.47'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
Cl
690.91
18.45'
NCDOT STD. 840.14 CONCRETE DROP INLET W/ 840.16 FRAME AND GRATE
C3
691.70
20.36'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
C5
691.74
21.45'
A3
698.55
11.97'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
NCDOT STD. 840.14 CONCRETE DROP INLET W/ 840.16 FRAME AND GRATE
C7
691.74
22.05'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
C7a
691.73
3.98'
NCDOT STD. 840.14 CONCRETE DROP INLET W/ 840.16 FRAME AND GRATE
C9
691.74
22.65'
A3a
700.07
6.63'
NCDOT STD 840.52 4' DIAMETER CONCRETE MANHOLE W/ 840.54 FRAME AND COVER
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.16 FRAME AND GRATE
C13
691.32
23.49'
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.16 FRAME AND GRATE
C13a
691.74
5.13'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
A5
697.60
13.30'
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
C13e
691.74
10.55'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
C15
691.29
23.95'
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.16 FRAME AND GRATE
Asa
699.06
4.06'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C19
691.04
24.52'
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.16 FRAME AND GRATE
C21
690.49
25.83'
PRECAST 7' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
A5c
699.16
5.65'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C25
682.95
21.59'
10' DIAMETER PRECAST CONCRETE MANHOLE W/ DOUBLE NCDOT STD. 840.03 FRAME, GRATE, AND HOOD
C27
680.91
20.21'
10' DIAMETER PRECAST CONCRETE MANHOLE W/ NCDOT STD. 840.03 FRAME, GRATE, AND HOOD
Ase
699.16
6.98'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C31
692.47
11.20'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
C31a
690.71
7.00'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
A5g
699.28
8.29'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C33
692.26
13.25'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
C33a
690.78
7.59'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
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NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C35
691.17
13.49'
A7
695.70
13.77'
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
C39
690.67
15.30'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
C41
690.67
16.64'
Ala
697.85
4.00'
NCDOT STD. 840.14 CONCRETE DROP INLET W/ 840.16 FRAME AND GRATE
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
C45
685.81
10.11'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C47
685.81
11.07'
A7c
697.81
6.65'
NCDOT STD. 840.14 CONCRETE DROP INLET W/ 840.16 FRAME AND GRATE
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C47c
690.38
11.54'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C49
682.92
13.99'
Ale
695.67
9.67'
NCDOT STD. 840.14 CONCRETE DROP INLET W/ 840.16 FRAME AND GRATE
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C49c
680.50
10.51'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C51
682.92
15.13'
A9
694.10
13.94'
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
C53a
678.31
9.29'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
C53c
678.31
9.62'
Aga
692.93
4.00'
NCDOT STD. 840.14 CONCRETE DROP INLET W/ 840.16 FRAME AND GRATE
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
C57
682.94
17.88'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
C59
689.49
3.78'
A11
693.11
13.68'
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.54 FRAME AND COVER
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C61a
690.68
3.51'
NCDOT STD. 840.14 CONCRETE DROP INLET W/ 840.16 FRAME AND GRATE
C63
689.22
5.02'
Alla
692.50
6.57'
NCDOT STD. 840.14 CONCRETE DROP INLET W/ 840.16 FRAME AND GRATE
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C65a
691.73
3.73'
NCDOT STD. 840.14 CONCRETE DROP INLET W/ 840.16 FRAME AND GRATE
C67
689.24
11.10'
A11c
691.91
8.63'
NCDOT STD. 840.14 CONCRETE DROP INLET W/ 840.16 FRAME AND GRATE
NCDOT STD. 840.14 CONCRETE DROP INLET W/ 840.16 FRAME AND GRATE
C69
687.96
13.71'
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.16 FRAME AND GRATE
C71
682.63
12.88'
A11e
694.11
6.2T
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C75
679.66
11.49'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C77
679.58
11.69'
A11g
694.11
8.74'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
C81
681.11
14.53'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
690.44
8.50'
Alli
694.11
9.66'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
B25
690.52
16.21'
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
B27
690.43
17.28'
A11k
694.11
11.98'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
B27c
690.43
8.49'
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
B29
690.43
19.38'
A13
679.50
11.25'
PRECAST 7' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
B29c
690.43
8.50'
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
B31
695.71
13.63'
A15
681.09
13.00'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
B33a
692.73
9.79'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
B35
691.02
10.60'
A17
680.87
13.22'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
B39
689.42
10.21'
NCDOT STD 840.52 4' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
B39a
688.36
7.35'
x
A17a
686.01
8.43'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
72" PRECAST CONCRETE END WALL
EW -C
666.05
72" PRECAST CONCRETE END WALL
EW -D1
659.50
72" PRECAST CONCRETE END WALL
EW -D2
659.50
A17c
685.63
8.84'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
A17e
681.77
8.11'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
A19
694.65
7.79'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
A21
694.65
9.29'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
A23
695.05
10.69'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
A25a
699.85
5.85'
NCDOT STD 840.52 4' DIAMETER CONCRETE MANHOLE W/ 840.54 FRAME AND COVER
A25c
699.85
9.89'
NCDOT STD 840.52 4' DIAMETER CONCRETE MANHOLE W/ 840.54 FRAME AND COVER
A27
696.28
14.17'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
DATE
06/26/2019
A29
694.99
23.36'
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
A29a
694.10
6.54'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
DRAWN BY
J. MOORE
A29c
694.10
8.50'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
•
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A29e
694.12
9.17'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
DESIGNED BY
J. MOORE
A29g
694.13
9.72'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
A31
676.36
8.61'
PRECAST 7' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
A33
677.36
9.76'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
CHECKED BY
J. MATEY
A35
677.12
9.85'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
A35a
687.60
4.10'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
SCALE
NO SCALE
A35c
687.61
4.44'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
A35e
680.07
4.42'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
W
z
W
U
Z
O
H
� z
~a
O
v
(n
~� O
z
0
}
}
O 0
U
O C
0
m J
�•+ / �
LL
W
ce
V
X
MJ
W
�..0
J
�
�
W
U
(n
O
V J
A35g
680.03
3.99'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
A37
681.75
7.60'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
A39
681.97
8.52'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
A41
680.21
8.59'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
A41
680.46
5.21'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
A43
677.06
7.20'
NCDOT STD 840.52 4' DIAMETER CONCRETE MANHOLE W/ 840.16 FRAME AND GRATE
A43a
680.61
9.95'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
A43c
680.54
10.17'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
A45
678.64
8.93'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
A47
678.64
12.30'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
B1
695.01
6.74'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
B3
694.53
6.85'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
B5
694.65
8.32'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
B7
694.65
10.64'
NCDOT STD 840.52 4' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
B9
694.80
12.56'
NCDOT STD 840.52 4' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
B11
692.49
18.23'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
B13
690.12
19.07'
PRECAST 10' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
B15
690.12
19.28'
PRECAST 10' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
B17
690.48
21.33'
8' DIAMETER PRECAST CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
B17a
692.47
10.00'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
B17c
690.48
8.54'
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
B19
690.43
22.98'
PRECAST 10' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
B19a
692.47
10.00'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
B19c
690.44
8.50'
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
B21
690.44
14.94'
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
B21
692.47
10.00'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
B21
JOB NO.
42407
SHEET NO.
C-617
°o
0
L)
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
B41
688.74
9.75'
NCDOT STD 840.52 4' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
B43
687.65
9.32'
NCDOT STD 840.52 4' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
B45
685.78
8.33'
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
B45a
684.12
4.60'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
B45c
684.12
4.82'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
B47
686.01
8.99'
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
B49
684.69
9.00'
NCDOT STD 840.52 4' DIAMETER CONCRETE MANHOLE W/ 840.16 FRAME AND GRATE
B49a
687.00
8.62'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
B49c
687.00
8.95'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
B51
688.37
13.84'
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
B51a
688.36
10.44'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
Cl
690.91
18.45'
NCDOT STD. 840.14 CONCRETE DROP INLET W/ 840.16 FRAME AND GRATE
C3
691.70
20.36'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
C5
691.74
21.45'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
C5a
691.73
3.73'
NCDOT STD. 840.14 CONCRETE DROP INLET W/ 840.16 FRAME AND GRATE
C7
691.74
22.05'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
C7a
691.73
3.98'
NCDOT STD. 840.14 CONCRETE DROP INLET W/ 840.16 FRAME AND GRATE
C9
691.74
22.65'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
C11
691.21
22.66'
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.16 FRAME AND GRATE
C13
691.32
23.49'
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.16 FRAME AND GRATE
C13a
691.74
5.13'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
C13c
691.74
7.84'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
C13e
691.74
10.55'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
C15
691.29
23.95'
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.16 FRAME AND GRATE
C17
691.29
24.44'
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.16 FRAME AND GRATE
C19
691.04
24.52'
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.16 FRAME AND GRATE
C21
690.49
25.83'
PRECAST 7' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
C23
687.66
24.26'
PRECAST 7' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
C25
682.95
21.59'
10' DIAMETER PRECAST CONCRETE MANHOLE W/ DOUBLE NCDOT STD. 840.03 FRAME, GRATE, AND HOOD
C27
680.91
20.21'
10' DIAMETER PRECAST CONCRETE MANHOLE W/ NCDOT STD. 840.03 FRAME, GRATE, AND HOOD
C29
680.91
20.76'
10' DIAMETER PRECAST CONCRETE MANHOLE W/ NCDOT STD. 840.03 FRAME, GRATE, AND HOOD
C31
692.47
11.20'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
C31a
690.71
7.00'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C31c
690.71
7.33'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C33
692.26
13.25'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
C33a
690.78
7.59'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C33c
690.78
9.87'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C35
691.17
13.49'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
C37
691.74
15.39'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
C39
690.67
15.30'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
C41
690.67
16.64'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
C43
690.67
17.35'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
C45
685.81
10.11'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C47
685.81
11.07'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C47a
690.38
10.98'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C47c
690.38
11.54'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C49
682.92
13.99'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
C49a
680.50
10.18'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C49c
680.50
10.51'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C51
682.92
15.13'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
C53
682.94
15.88'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
C53a
678.31
9.29'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
C53c
678.31
9.62'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
C55
682.94
16.67'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
C57
682.94
17.88'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
C59
689.49
3.78'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C61
689.52
4.55'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C61a
690.68
3.51'
NCDOT STD. 840.14 CONCRETE DROP INLET W/ 840.16 FRAME AND GRATE
C63
689.22
5.02'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C65
689.22
9.53'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C65a
691.73
3.73'
NCDOT STD. 840.14 CONCRETE DROP INLET W/ 840.16 FRAME AND GRATE
C67
689.24
11.10'
NCDOT STD 840.52 4' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
C67a
691.73
3.73'
NCDOT STD. 840.14 CONCRETE DROP INLET W/ 840.16 FRAME AND GRATE
C69
687.96
13.71'
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.16 FRAME AND GRATE
C71
682.63
12.88'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C73
681.04
12.33'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C75
679.66
11.49'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C77
679.58
11.69'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
C79
680.30
13.26'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
C81
681.11
14.53'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
690.44
8.50'
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
B23
689.00
14.26'
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
B25
690.52
16.21'
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
B27
690.43
17.28'
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
B27a
692.47
10.00'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
B27c
690.43
8.49'
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
B29
690.43
19.38'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
B29a
692.47
10.22'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
B29c
690.43
8.50'
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
B31
695.71
13.63'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
B33
692.73
11.49'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
B33a
692.73
9.79'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
B35
691.02
10.60'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
B37
690.45
10.24'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
B39
689.42
10.21'
NCDOT STD 840.52 4' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
B39a
688.36
7.35'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
B39c
688.36
7.67'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
STORM STRUCTURE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
B41
688.74
9.75'
NCDOT STD 840.52 4' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
B43
687.65
9.32'
NCDOT STD 840.52 4' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
B45
685.78
8.33'
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
B45a
684.12
4.60'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
B45c
684.12
4.82'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
B47
686.01
8.99'
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
B49
684.69
9.00'
NCDOT STD 840.52 4' DIAMETER CONCRETE MANHOLE W/ 840.16 FRAME AND GRATE
B49a
687.00
8.62'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
B49c
687.00
8.95'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
B51
688.37
13.84'
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
B51a
688.36
10.44'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
Cl
690.91
18.45'
NCDOT STD. 840.14 CONCRETE DROP INLET W/ 840.16 FRAME AND GRATE
C3
691.70
20.36'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
C5
691.74
21.45'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
C5a
691.73
3.73'
NCDOT STD. 840.14 CONCRETE DROP INLET W/ 840.16 FRAME AND GRATE
C7
691.74
22.05'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
C7a
691.73
3.98'
NCDOT STD. 840.14 CONCRETE DROP INLET W/ 840.16 FRAME AND GRATE
C9
691.74
22.65'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
C11
691.21
22.66'
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.16 FRAME AND GRATE
C13
691.32
23.49'
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.16 FRAME AND GRATE
C13a
691.74
5.13'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
C13c
691.74
7.84'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
C13e
691.74
10.55'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
C15
691.29
23.95'
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.16 FRAME AND GRATE
C17
691.29
24.44'
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.16 FRAME AND GRATE
C19
691.04
24.52'
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.16 FRAME AND GRATE
C21
690.49
25.83'
PRECAST 7' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
C23
687.66
24.26'
PRECAST 7' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
C25
682.95
21.59'
10' DIAMETER PRECAST CONCRETE MANHOLE W/ DOUBLE NCDOT STD. 840.03 FRAME, GRATE, AND HOOD
C27
680.91
20.21'
10' DIAMETER PRECAST CONCRETE MANHOLE W/ NCDOT STD. 840.03 FRAME, GRATE, AND HOOD
C29
680.91
20.76'
10' DIAMETER PRECAST CONCRETE MANHOLE W/ NCDOT STD. 840.03 FRAME, GRATE, AND HOOD
C31
692.47
11.20'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
C31a
690.71
7.00'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C31c
690.71
7.33'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C33
692.26
13.25'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
C33a
690.78
7.59'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C33c
690.78
9.87'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C35
691.17
13.49'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
C37
691.74
15.39'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
C39
690.67
15.30'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
C41
690.67
16.64'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
C43
690.67
17.35'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
C45
685.81
10.11'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C47
685.81
11.07'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C47a
690.38
10.98'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C47c
690.38
11.54'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C49
682.92
13.99'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
C49a
680.50
10.18'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C49c
680.50
10.51'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C51
682.92
15.13'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
C53
682.94
15.88'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
C53a
678.31
9.29'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
C53c
678.31
9.62'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
C55
682.94
16.67'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
C57
682.94
17.88'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
C59
689.49
3.78'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C61
689.52
4.55'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C61a
690.68
3.51'
NCDOT STD. 840.14 CONCRETE DROP INLET W/ 840.16 FRAME AND GRATE
C63
689.22
5.02'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C65
689.22
9.53'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C65a
691.73
3.73'
NCDOT STD. 840.14 CONCRETE DROP INLET W/ 840.16 FRAME AND GRATE
C67
689.24
11.10'
NCDOT STD 840.52 4' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
C67a
691.73
3.73'
NCDOT STD. 840.14 CONCRETE DROP INLET W/ 840.16 FRAME AND GRATE
C69
687.96
13.71'
NCDOT STD 840.52 5' DIAMETER CONCRETE MANHOLE W/ 840.16 FRAME AND GRATE
C71
682.63
12.88'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C73
681.04
12.33'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C75
679.66
11.49'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
C77
679.58
11.69'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
C79
680.30
13.26'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
C81
681.11
14.53'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
C83
680.00
14.72'
NCDOT STD 840.52 4' DIAMETER CONCRETE MANHOLE W/ 840.16 FRAME AND GRATE
D1
698.55
18.07'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
D3
698.55
19.57'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
Dia
698.88
15.36'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
D3c
699.95
17.66'
NCDOT STD. 840.14 CONCRETE DROP INLET W/ 840.16 FRAME AND GRATE
Dae
699.95
18.09'
NCDOT STD. 840.14 CONCRETE DROP INLET W/ 840.16 FRAME AND GRATE
Dag
699.20
17.89'
NCDOT STD. 840.14 CONCRETE DROP INLET W/ 840.16 FRAME AND GRATE
D3k
700.17
16.24'
NCDOT STD. 840.14 CONCRETE DROP INLET W/ 840.16 FRAME AND GRATE
D5
698.55
20.67'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
D5i
714.00
4.30'
NCDOT STD. 840.14 CONCRETE DROP INLET W/ 840.16 FRAME AND GRATE
D5k
714.00
14.78'
NCDOT STD. 840.14 CONCRETE DROP INLET W/ 840.16 FRAME AND GRATE
D7
698.55
22.27'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
D9
698.55
23.27'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
D9a
700.07
12.70'
NCDOT STD 840.52 4' DIAMETER CONCRETE MANHOLE W/ 840.54 FRAME AND COVER
D11
698.55
24.37'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
D13
698.55
25.86'
PRECAST 7' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
D13a
700.07
9.17'
NCDOT STD 840.52 4' DIAMETER CONCRETE MANHOLE W/ 840.54 FRAME AND COVER
STORM STRUCTURE TABLE
STORM STRUCTURE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
D15
698.55
26.97'
PRECAST 7' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
FESA1
673.27
48" PRECAST CONCRETE FLARED END SECTION
D15a
717.74
6.46'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
FESA2
671.50
60" PRECAST CONCRETE FLARED END SECTION
D15c
714.28
8.02'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
D15e
712.78
10.31'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
D15g
711.64
12.95'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
D15i
710.32
16.39'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
D15k
708.58
20.96'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
D15m
714.30
9.32'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
D15o
712.67
9.62'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
D15q
711.74
11.58'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
D15s
710.81
13.54'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
D15u
709.87
15.68'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
D15w
708.38
18.03'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
D17
697.24
26.79'
PRECAST 7' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
D19
695.43
26.01'
PRECAST 7' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
D21
693.62
24.94'
PRECAST 7' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
D23
691.62
24.58'
PRECAST 10' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
D23a
707.46
9.38'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
D23c
706.10
12.87'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
D23e
704.75
16.39'
NCDOT STD. 840.14 CONCRETE DROP INLET W/ 840.16 FRAME AND GRATE
D23g
702.94
19.43'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
D23i
698.59
20.00'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
D25
691.59
25.45'
PRECAST 10' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
D27
690.43
24.97'
PRECAST 10' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
D27a
687.35
10.08'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
D27c
688.11
11.69'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
D27e
689.27
14.11'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
D29
682.49
27.19'
PRECAST 10' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
D31
679.63
25.29'
PRECAST 10' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
D31a
680.31
15.65'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
D31c
677.31
13.31'
NCDOT STD 840.52 4' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
D31e
678.30
14.87'
NCDOT STD 840.52 4' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
D31g
681.24
14.65'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
D33
708.02
2.95'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
D35
706.83
3.76'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
D37
705.63
4.56'
NCDOT STD. 840.14 CONCRETE DROP INLET W/ 840.16 FRAME AND GRATE
D39
704.00
4.95'
NCDOT STD. 840.14 CONCRETE DROP INLET W/ 840.16 FRAME AND GRATE
D41
701.19
8.35'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
D43
697.12
9.61'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
D45
693.07
10.73'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
D45a
689.72
6.53'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
D47
684.02
9.76'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
D49
681.64
10.79'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
D51
683.74
15.98'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
D53
681.37
14.84'
NCDOT STD 840.52 4' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
D55
694.65
21.35'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
D57
694.65
22.12'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
D59
694.65
23.62'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
D59a
700.07
6.25'
NCDOT STD 840.52 4' DIAMETER CONCRETE MANHOLE W/ 840.54 FRAME AND COVER
D61
694.65
25.12'
PRECAST 7' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
D63
694.65
26.62'
PRECAST 7' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
D63c
695.95
17.79'
NCDOT STD 840.52 4' DIAMETER CONCRETE MANHOLE W/ 840.54 FRAME AND COVER
D65
694.65
28.12'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
D67
694.65
29.62'
PRECAST 10' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
D67c
695.95
16.24'
NCDOT STD 840.52 4' DIAMETER CONCRETE MANHOLE W/ 840.54 FRAME AND COVER
D69
694.65
30.72'
PRECAST 10' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
D71
692.62
30.12'
PRECAST 10' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
D73
691.14
29.48'
PRECAST 10' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
D73a
694.64
7.97'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
D73c
694.10
10.09'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
D73e
693.56
11.81'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
D73g
693.02
13.93'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
D73i
692.48
15.11'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
D73k
692.18
15.81'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
D73m
691.93
16.40'
NCDOT STD 840.52 6' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
D73o
690.73
5.71'
NCDOT STD. 840.14 CONCRETE DROP INLET W/ 840.16 FRAME AND GRATE
D75
690.02
29.03'
PRECAST 10' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
D77
684.59
28.28'
PRECAST 10' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
D77a
686.95
14.40'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
D77c
686.15
14.50'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
D77e
685.83
15.00'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
D77g
686.94
14.23'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
D77i
688.70
12.28'
NCDOT STD. 840.14 CONCRETE DROP INLET W/ 840.16 FRAME AND GRATE
D77k
687.69
15.08'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
D79
680.94
26.86'
PRECAST 10' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
D81
678.54
25.36'
PRECAST 10' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.16 FRAME AND GRATE
D81a
680.26
15.63'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
D81c
680.26
15.74'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
D83
677.52
24.78'
PRECAST 10' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
D83a
676.25
11.01'
NCDOT STD. 840.02 CONCRETE CATCH BASIN W/ 840.03 FRAME, GRATE, AND HOOD
D83c
679.32
14.92'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
D83e
678.19
15.02'
PRECAST 8' DIAMETER CONCRETE MANHOLE W/ DOUBLE 840.03 FRAME, GRATE, AND HOOD
D85
674.30
21.83'
PRECAST 10' DIAMETER CONCRETE MANHOLE W/ 840.03 FRAME, GRATE, AND HOOD
EW -B
674.58
72" PRECAST CONCRETE END WALL
EW -C
666.05
72" PRECAST CONCRETE END WALL
EW -D1
659.50
72" PRECAST CONCRETE END WALL
EW -D2
659.50
72" PRECAST CONCRETE END WALL

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STORM YR
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38.42 CFS
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150.75 CFS
100 YR
390.19 CFS
363.61 CFS
POINT OF ANALYSIS #2
STORM YR
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POST -DEVELOPMENT FLOW
1 YR
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51.24 CFS
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90.96 CFS
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CITY OF GREENSBORO'S CERTIFICATION OF
STORMWATER QUALITY CONTROL , ' / _ \ \ ` _ \ ` \ \ \ \ \ \ �. / - _ / // ' � SL 9-
I CERTIFY THAT, PURSUANT TO GENERALLY ACCEPTED ENGINEERING - - - - _ - - \ \ \ \ \ / / / - _ / / - ' - - - _ _
STANDARDS IN THE COMMUNITY, IT IS MY PROFESSIONAL OPINION THAT - - - - _ _ \ \ - \ \ \ \ / / / / / - _ ---
STANDARDS _ _ _ - - - - - - - - - \ \ �\ _ - - - - - - _
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REQUIRED TO BE CONTROLLED PER 30-12-3.12 OF THE GREENSBORO LAND ` - \ \ \ \ \ \ \\ \ \ \ / / / / / / / ' ' ' ' - - - - - - - - - ' _ _ - - pp — - - - - _ _ - - - ` - -
DEVELOPMENT ORDINANCE IS CONTROLLED BY THE PERMANENT ENGINEERED _ - _ - - - _
STORMWATER QUALITY CONTROL THAT HAS BEEN DESIGNED TO MEET OR
\ �_ — \ - SGALE 1 40
EXCEED THE REQUIREMENTS IN THE GREENSBORO STORMWATER \ \ ` \ \ \ \ / / / / I I / , / / / _ - - - - - _ - - - - _ - - _ _ - - - - - - _ - \ _ / r _ - - _ _ - _ _ - _ _ _ - _ \ - \ / / t
MANAGEMENT MANUAL. / \ \ \ \ \ \ \ \ \ \ / // ` \ IN,
0 / 40' / ' 180'
/ W
WET POND PLANT SCHEDULE
KEY
QUANTITY
HATCH
BOTANICAL NAME
COMMON NAME
INSTALLED SIZE
TYPE
REMARKS
SB
1250
SACCHARUM BALDWINII
NARROW PLUMEGRASS
2" DIA. & 5" PLUG
B&B
50 PLANTS / 200 SF
HC
1250
HIBISCUS COCCINEUS
SCARLET ROSE MALLOW
8' IN HEIGHT
B&B
50 PLANTS / 200 SF
EM
1250
EUPATORIADELPHUS MACULATUS
SPOTTED TRUMPETWEED
3' MIN HEIGHT
B&B
50 PLANTS / 200 SF
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CITY OF GREENSBORO'S CERTIFICATION OF
GUILFORD COUNTY'S STATEMENT OF
_ _ �. /' _ I /
/
STORMWATER QUANTITY CONTROL
RUNOFF CONTROL
/
PURSUANT TO GENERALLY ACCEPTED ENGINEERING STANDARDS, I CERTIFY THAT THE
I STATE THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THE RUNOFF CONTROL MEASURE(S)
/
FOLLOWING STATEMENTS ARE ACCURATE WITH RESPECT TO THE SITE PLAN PUBLIX
SHOWN ON THIS PLAN HAVE BEEN DESIGNED TO CONTROL AND TREAT STORMWATER RUNOFF
- _ I ` - / '
JOB NO.
/
GREENSBORO DISTRIBUTION CENTER.
FROM THE FIRST ONE INCH OF RAIN FROM ALL BUILT -UPON AREAS OVER THE TOTAL DRAINAGE
\
/
AREA AND THE DISCHARGE OF THE STORAGE VOLUME A RATE EQUAL TO OR LESS THAN THE
42407
\
THE STORMWATER CONTROL STRUCTURE OR STRUCTURES SHOWN ON THIS PLAN ARE OR
PREDEVELOPMENT DISCHARGE RATE FOR THE ONE-YEAR, 24-HOUR STORM AND THAT THE RUNOFF
WILL BE DESIGNED TO REDUCE THE PEAK FLOW RATES IN THE POST -DEVELOPMENT, 1 -YEAR,
CONTROL MEASURES SHOWN ON PLAN MEET OR EXCEED THE GUIDELINES IN THE LATEST EDITION
\ '
SHEET NO.
\
24 -HR STORM EVENT, 2 -YEAR, 24 -HR STORM EVENT AND THE 10 -YEAR, 24 -HR STORM EVENT
OF THE GUILFORD COUNTY WATER QUALITY PROTECTION MANUAL ISSUED BY GUILFORD COUNTY.
- _ _ _ - / / ' /
/
TO PREDEVELOPMENT FLOW RATES.
/
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#5 EW. E.F.
GENERAL NOTES:
ANTI -SEEP COLLAR
NOT TO SCALE
1' THICK 4,000
PSI CONCRETE
7' 1' 48" 1'
#5 EW. E.F.
�7'�
6" GRID #2 REBAR
TRASHRACK
5. SHOP DRAWINGS MUST BE SUBMITTED AND APPROVED BY THE
ENGINEER BEFORE CONSTRUCTION.
6. ENGINEER SHALL MONITOR DAM AND OUTLET STRUCTURE
INSTALLATION.
7. OUTLET STRUCTURE IS TO BE INSTALLED IN PHASE I EROSION
CONTROL AND USED AS SEDIMENT BASIN RISER. DURING EROSION
CONTROL PHASE, BLOCK WQ ORIFICE AT BOTTOM OF POND
ELEVATION.
8" PVC TEE
12"
FA]
0
ENDWALL PER NCDOT
STD. 838.80
NOT TO SCALE
PLAN VIEW
NOT TO SCALE
A
J
TRASH RACK
DIMENSION CHART
PRECAST
1. PRECAST STRUCTURES SHALL CONFORM TO LATEST ASTM C-913
STRUCTURE
SPEC FOR "REINFORCED CONCRETE WATER AND WASTE WATER
INSIDE DIMENSION OF OUTLET STRUCTURE (FT)
5.00
B
STRUCTURES."
5.00
C
WIDTH OF OUTLET STRUCTURE WALLS (FT)
B
D
2. SECTION JOINTS TO BE SEALED WITH BUTYL RUBBER SEALANT
48.00
1 -YEAR STORM: 669.71
SUPPLIED BY VENDOR AND INSTALLED BY CONTRACTOR. EXTERIOR
_ NORMAL POOL: 668.00 _
_
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VENDOR OF BOX.
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-��
GROUT
OUTLET PIPE
4. CONCRETE PIPE SHALL HAVE'O' RING SEALS OR WATERTIGHT
(SEE DETAILS)
MAIN POOL
JOINTS.
BOTTOM EL: 661.50
5. SHOP DRAWINGS MUST BE SUBMITTED AND APPROVED BY THE
ENGINEER BEFORE CONSTRUCTION.
6. ENGINEER SHALL MONITOR DAM AND OUTLET STRUCTURE
INSTALLATION.
7. OUTLET STRUCTURE IS TO BE INSTALLED IN PHASE I EROSION
CONTROL AND USED AS SEDIMENT BASIN RISER. DURING EROSION
CONTROL PHASE, BLOCK WQ ORIFICE AT BOTTOM OF POND
ELEVATION.
8" PVC TEE
12"
FA]
0
ENDWALL PER NCDOT
STD. 838.80
NOT TO SCALE
PLAN VIEW
NOT TO SCALE
A
J
TRASH RACK
DIMENSION CHART
ITEM
DESCRIPTION
DIMENSION
A
INSIDE DIMENSION OF OUTLET STRUCTURE (FT)
5.00
B
INSIDE DIMENSION OF OUTLET STRUCTURE (FT)
5.00
C
WIDTH OF OUTLET STRUCTURE WALLS (FT)
0.50
D
OUTLET PIPE DIAMETER (IN)
48.00
PROVIDE WATERTIGHT CONNECTION
BETWEEN 8" PVC SIPHON
AND ENDWALL
8" PVC WATER QUALITY
ORIFICE INV: 668.00
15" RCP
15" RCP
INV: 667.70
8" PVC INV: 667.50
a
PRECASTER TO PROVIDE
TOP OF STRUCTURE TO BE OPEN
AND TO BE COVERED BY A
TRASH RACK COMPOSED OF 6"
GRID #2 REBAR
TOP OF STRUCTURE
ELEVATION: 670.00
SOLID -WALLED ENDWALL ° a
ENDWALL PER NCDOT
STD. 838.80
15" RCP
INV: 667.70
4a
° a
a °
°
a
a °
4 a
a
° ° a
a
a 'd °
a 4 °
a
a
a
WATER QUALITY ORIFICE ENDWALL DETAIL
NO SCALE
8" PVC INV: 667.50
6" GRID #2 REBAR
(TRASH RACK)
TOP OF DAM
(10' MIN.)
EL: 673.00 ANTI -SEEP COLLAR
(7'X7'X1') (TYP.)
31 STEPS
CLAY KEY -WAY AND CORE
SEE PLAN FOR
CONTINUATION
56.00 LF OF 48" RCP (O-RING)
@ 1.00%
2'
CUT-OFF TRENCH (EXCAVATE AND BACKFILL WITH
STRUCTURAL FILL) CUT-OFF TRENCH TO EXTEND OUTLET PIPE
ACROSS THE FOUNDATION PARALLEL TO THE INV: 661.00
CENTER LINE AND UP THE ABUTMENTS
SECTIONS -113'
NO SCALE
MAIN POOL BOTTOM
EL: 661.50
6"X36" WEIR
INV: 668.90
_�PERMANENT POOL
3 EL: 668.00 I
EMERGENCY DRAIN
AND VALVE
8'x8'x4'
CONCRETE
BALLAST
COMPACTED
BEDDING
GENERAL NOTES:
1. PRECAST STRUCTURES SHALL CONFORM TO LATEST ASTM C-913 SPECIFICATIONS FOR "REINFORCED CONCRETE WATER AND WASTEWATER STRUCTURES".
2. ALL EXPOSED CONCRETE TO BE CHAMFERED 1".
3. CONCRETE COMPRESSIVE STRENGTH 4000 PSI MINIMUM.
4. BARREL CONNECTION TO BE SEALED WITH NON -SHRINK CONCRETE GROUT.
5. CONCRETE PIPE SHALL HAVE'O' RING SEALS OR WATERTIGHT JOINTS.
6. SHOP DRAWINGS MUST BE SUBMITTED AND APPROVED BY TIMMONS GROUP PRIOR TO CONSTRUCTION.
7. GEOTECHNICAL ENGINEER SHALL MONITOR BERM AND OUTLET STRUCTURE INSTALLATION. ALL FILL AREAS SHALL BE COMPACTED TO 100% OF THE MATERIALS MAXIMUM DRY DENSITY UNLESS OTHERWISE DICTATED BY THE
GEOTECHNICAL ENGINEER.
8. PROVIDED STEPS VON CENTERS. STEPS SHALL BE EPDXY COATED. MANHOLE OPENING TO ALIGN WITH STEPS.
9. FRAME AND COVER SHALL BE IN ACCORDANCE WITH NCDOT REQUIREMENTS.
10. ALL PIPE IN STORM DRAIN STRUCTURE TO BE STRUCK EVEN WITH THE INSIDE WALL, GROUTED AND BRUSHED SMOOTH.
11. SECTION JOINTS TO BE SEALED WITH BUTYL RUBBER SEALANT SUPPLIED BY VENDOR AND INSTALLED BY CONTRACTOR. EXTERIOR OF JOINTS TO BE WRAPPED WITH 6" BUTYL WRAP SUPPLIED BY VENDOR OF BOX.
12. FOLLOWING COMPLETION OF CONSTRUCTION, SURVEYOR SEALED AS -BUILT DRAWING OF WATER QUALITY POND AND OUTLET STRUCTURE MUST BE PROVIDED TO TIMMONS GROUP FOR REVIEW.
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DRAWN BY
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• DESIGNED BY
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• CHECKED BY
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• • SCALE
• NO SCALE
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OUTLET STRUCTURE
EL: 673.00
(SEE DETAILS) 100 -YEAR STORM: 671.69
10 -YEAR STORM: 670.77
2 -YEAR STORM: 670.09
1 -YEAR STORM: 669.71
_ NORMAL POOL: 668.00 _
_
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(SEE DETAILS)
MAIN POOL
BOTTOM EL: 661.50
FOREBAY
BOTTOM EL: 661.50
WET POND SECTION 'A -A' PROFILE VIEW
COMBINED FOREBAY VOL =
NO SCALE
17% OF MAIN POND VOL
6" GRID #2 REBAR
(TRASH RACK)
TOP OF DAM
(10' MIN.)
EL: 673.00 ANTI -SEEP COLLAR
(7'X7'X1') (TYP.)
31 STEPS
CLAY KEY -WAY AND CORE
SEE PLAN FOR
CONTINUATION
56.00 LF OF 48" RCP (O-RING)
@ 1.00%
2'
CUT-OFF TRENCH (EXCAVATE AND BACKFILL WITH
STRUCTURAL FILL) CUT-OFF TRENCH TO EXTEND OUTLET PIPE
ACROSS THE FOUNDATION PARALLEL TO THE INV: 661.00
CENTER LINE AND UP THE ABUTMENTS
SECTIONS -113'
NO SCALE
MAIN POOL BOTTOM
EL: 661.50
6"X36" WEIR
INV: 668.90
_�PERMANENT POOL
3 EL: 668.00 I
EMERGENCY DRAIN
AND VALVE
8'x8'x4'
CONCRETE
BALLAST
COMPACTED
BEDDING
GENERAL NOTES:
1. PRECAST STRUCTURES SHALL CONFORM TO LATEST ASTM C-913 SPECIFICATIONS FOR "REINFORCED CONCRETE WATER AND WASTEWATER STRUCTURES".
2. ALL EXPOSED CONCRETE TO BE CHAMFERED 1".
3. CONCRETE COMPRESSIVE STRENGTH 4000 PSI MINIMUM.
4. BARREL CONNECTION TO BE SEALED WITH NON -SHRINK CONCRETE GROUT.
5. CONCRETE PIPE SHALL HAVE'O' RING SEALS OR WATERTIGHT JOINTS.
6. SHOP DRAWINGS MUST BE SUBMITTED AND APPROVED BY TIMMONS GROUP PRIOR TO CONSTRUCTION.
7. GEOTECHNICAL ENGINEER SHALL MONITOR BERM AND OUTLET STRUCTURE INSTALLATION. ALL FILL AREAS SHALL BE COMPACTED TO 100% OF THE MATERIALS MAXIMUM DRY DENSITY UNLESS OTHERWISE DICTATED BY THE
GEOTECHNICAL ENGINEER.
8. PROVIDED STEPS VON CENTERS. STEPS SHALL BE EPDXY COATED. MANHOLE OPENING TO ALIGN WITH STEPS.
9. FRAME AND COVER SHALL BE IN ACCORDANCE WITH NCDOT REQUIREMENTS.
10. ALL PIPE IN STORM DRAIN STRUCTURE TO BE STRUCK EVEN WITH THE INSIDE WALL, GROUTED AND BRUSHED SMOOTH.
11. SECTION JOINTS TO BE SEALED WITH BUTYL RUBBER SEALANT SUPPLIED BY VENDOR AND INSTALLED BY CONTRACTOR. EXTERIOR OF JOINTS TO BE WRAPPED WITH 6" BUTYL WRAP SUPPLIED BY VENDOR OF BOX.
12. FOLLOWING COMPLETION OF CONSTRUCTION, SURVEYOR SEALED AS -BUILT DRAWING OF WATER QUALITY POND AND OUTLET STRUCTURE MUST BE PROVIDED TO TIMMONS GROUP FOR REVIEW.
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DRAWN BY
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• DESIGNED BY
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\ \ \\ / TOP: 671.00 — — _
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CITY OF GREENSBORO'S CERTIFICATION OF
STORMWATER QUALITY CONTROL
I CERTIFY THAT, PURSUANT TO GENERALLY ACCEPTED ENGINEERING
STANDARDS IN THE COMMUNITY, IT IS MY PROFESSIONAL OPINION THAT
RUNOFF FROM THE FIRST INCH OF RAINFALL FROM THE AREAS THAT ARE
REQUIRED TO BE CONTROLLED PER 30-12-3.12 OF THE GREENSBORO LAND
DEVELOPMENT ORDINANCE IS CONTROLLED BY THE PERMANENT ENGINEERED
STORMWATER QUALITY CONTROL THAT HAS BEEN DESIGNED TO MEET OR
EXCEED THE REQUIREMENTS IN THE GREENSBORO STORMWATER
MANAGEMENT MANUAL.
WET POND PLANT SCHEDULE
KEY
QUANTITY
HATCH
BOTANICAL NAME
COMMON NAME
INSTALLED SIZE
TYPE
REMARKS
SB
950
SACCHARUM BALDWINII
NARROW PLUMEGRASS
2" DIA. & 5" PLUG
B&B
50 PLANTS / 200 SF
HC
950
HIBISCUS COCCINEUS
SCARLET ROSE MALLOW
8' IN HEIGHT
B&B
50 PLANTS / 200 SF
EM
950
EUPATORIADELPHUS MACULATUS
SPOTTED TRUMPETWEED
3' MIN HEIGHT
B&B
50 PLANTS / 200 SF
CITY OF GREENSBORO'S CERTIFICATION OF
STORMWATER QUANTITY CONTROL
PURSUANT TO GENERALLY ACCEPTED ENGINEERING STANDARDS, I CERTIFY THAT THE
FOLLOWING STATEMENTS ARE ACCURATE WITH RESPECT TO THE SITE PLAN PUBLIX
GREENSBORO DISTRIBUTION CENTER.
THE STORMWATER CONTROL STRUCTURE OR STRUCTURES SHOWN ON THIS PLAN ARE OR
WILL BE DESIGNED TO REDUCE THE PEAK FLOW RATES IN THE POST -DEVELOPMENT, 1 -YEAR,
24 -HR STORM EVENT, 2 -YEAR, 24 -HR STORM EVENT AND THE 10 -YEAR, 24 -HR STORM EVENT
TO PREDEVELOPMENT FLOW RATES.
GUILFORD COUNTY'S STATEMENT OF
RUNOFF CONTROL
I STATE THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THE RUNOFF CONTROL MEASURE(S)
SHOWN ON THIS PLAN HAVE BEEN DESIGNED TO CONTROL AND TREAT STORMWATER RUNOFF
FROM THE FIRST ONE INCH OF RAIN FROM ALL BUILT -UPON AREAS OVER THE TOTAL DRAINAGE
AREA AND THE DISCHARGE OF THE STORAGE VOLUME A RATE EQUAL TO OR LESS THAN THE
PREDEVELOPMENT DISCHARGE RATE FOR THE ONE-YEAR, 24-HOUR STORM AND THAT THE RUNOFF
CONTROL MEASURES SHOWN ON PLAN MEET OR EXCEED THE GUIDELINES IN THE LATEST EDITION
OF THE GUILFORD COUNTY WATER QUALITY PROTECTION MANUAL ISSUED BY GUILFORD COUNTY.
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#5 EW. E.F.
GENERAL NOTES:
ANTI -SEEP COLLAR
NOT TO SCALE
6" GRID #2 REBAR
TRASHRACK
1' THICK 4,000
PSI CONCRETE PRECAST INTO TOP
#5 EW. E.F.
5. SHOP DRAWINGS MUST BE SUBMITTED AND APPROVED BY THE
ENGINEER BEFORE CONSTRUCTION.
6. ENGINEER SHALL MONITOR DAM AND OUTLET STRUCTURE
INSTALLATION.
7. OUTLET STRUCTURE IS TO BE INSTALLED IN PHASE I EROSION
CONTROL AND USED AS SEDIMENT BASIN RISER. DURING EROSION
CONTROL PHASE, BLOCK WQ ORIFICE AT BOTTOM OF POND
ELEVATION.
#5 EW. E.F.
GENERAL NOTES:
ANTI -SEEP COLLAR
NOT TO SCALE
4'
PRECAST
1. PRECAST STRUCTURES SHALL CONFORM TO LATEST ASTM C-913
STRUCTURE
SPEC FOR "REINFORCED CONCRETE WATER AND WASTE WATER
INSIDE DIMENSION OF OUTLET STRUCTURE (FT)
5.00
B
STRUCTURES."
5.00
C
WIDTH OF OUTLET STRUCTURE WALLS (FT)
B
D
2. SECTION JOINTS TO BE SEALED WITH BUTYL RUBBER SEALANT
48.00
1 -YEAR STORM: 671.97
SUPPLIED BY VENDOR AND INSTALLED BY CONTRACTOR. EXTERIOR
TOP OF DAM
xr�
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-III=III= =
OF JOINTS TO BE WRAPPED WITH 6" BUTYL WRAP SUPPLIED BY
MAXIMUM SLOPE OF 3H:1V
=1 III
1
I- -
II =_---_-----_------ --- 111=1II-II1=
-III -I 11=1 11=1 I I I I 1=1 11=1 11=1 11=1 I I I I 1=1 I I- I I 1=1 11=1 11=1 11=1 I I I I 1=1 11=1 11=1 I I-1 I I I I 1=1 11=1 11=1 11=1 I I
VENDOR OF BOX.
=1
_III -iii-� i 1=1 I 1=�
3...................................................................................
(10' MIN.)
EL: 676.00
GROUT
OUTLET PIPE
MAIN POOL BOTTOM
EL: 663.50
4. CONCRETE PIPE SHALL HAVE 101 RING SEALS OR WATERTIGHT
.:.:. . '. ..:. ..:. .:.:
MAIN POOL
JOINTS.
BOTTOM EL: 663.50
5. SHOP DRAWINGS MUST BE SUBMITTED AND APPROVED BY THE
ENGINEER BEFORE CONSTRUCTION.
6. ENGINEER SHALL MONITOR DAM AND OUTLET STRUCTURE
INSTALLATION.
7. OUTLET STRUCTURE IS TO BE INSTALLED IN PHASE I EROSION
CONTROL AND USED AS SEDIMENT BASIN RISER. DURING EROSION
CONTROL PHASE, BLOCK WQ ORIFICE AT BOTTOM OF POND
ELEVATION.
#5 EW. E.F.
GENERAL NOTES:
ANTI -SEEP COLLAR
NOT TO SCALE
4'
ITEM
DESCRIPTION
.4'�
NOT TO SCALE
NOT TO SCALE
A
J
TRASH RACK
DIMENSION CHART
ITEM
DESCRIPTION
DIMENSION
A
INSIDE DIMENSION OF OUTLET STRUCTURE (FT)
5.00
B
INSIDE DIMENSION OF OUTLET STRUCTURE (FT)
5.00
C
WIDTH OF OUTLET STRUCTURE WALLS (FT)
0.50
D
OUTLET PIPE DIAMETER (IN)
48.00
1' THICK 4,000
PSI CONCRETE
#5 EW. E.F.
NCDOT STD 840.14
CONCRETE DROP INLET
PRECAST
1. PRECAST STRUCTURES SHALL CONFORM TO LATEST ASTM C-913 STRUCTI
SPEC FOR "REINFORCED CONCRETE WATER AND WASTE WATER
STRUCTURES."
B
2. SECTION JOINTS TO BE SEALED WITH BUTYL RUBBER SEALANT
SUPPLIED BY VENDOR AND INSTALLED BY CONTRACTOR. EXTERIOR
OF JOINTS TO BE WRAPPED WITH 6" BUTYL WRAP SUPPLIED BY
VENDOR OF BOX.
3....................................................................................
GROUT
4. CONCRETE PIPE SHALL HAVE 101 RING SEALS OR WATER TIGHT
JOINTS.
5. SHOP DRAWINGS MUST BE SUBMITTED AND APPROVED BY THE
ENGINEER BEFORE CONSTRUCTION.
6. ENGINEER SHALL MONITOR DAM AND OUTLET STRUCTURE
INSTALLATION.
7. OUTLET STRUCTURE IS TO BE INSTALLED IN PHASE I EROSION
CONTROL AND USED AS SEDIMENT BASIN RISER. DURING EROSION
CONTROL PHASE, BLOCK WQ ORIFICE AT BOTTOM OF POND
ELEVATION.
NOT TO SCALE
NOT TO SCALE
r%
TOP OF STRUCTURE
ELEVATION: 672.00
STEPS
6"X48" WEIR
INV: 671.1
OUTLET PIPE INVERT: 661.00
TOP OF STRUCTURE TO BE OPEN
AND TO BE COVERED BY A
TRASH RACK COMPOSED OF 6"
GRID #2 REBAR
e e e e e e e
8'x8'x4' CONCRETE
BALLAST -
e e e e e e e
SECTION 'A -A'
NO SCALE
WET POND 60"x60" OUTLET STRUCTURE
NCDOT STD 840.16 FRAME
AND GRATE
J
DIMENSION CHART
ITEM
DESCRIPTION
DIMENSION
A
INSIDE DIMENSION OF OUTLET STRUCTURE (FT)
6" GRID #2 REBAR
B
INSIDE DIMENSION OF OUTLET STRUCTURE (FT)
3.00
C
WIDTH OF OUTLET STRUCTURE WALLS (FT)
0.50
D
(TRASH RACK)
15.00
1 -YEAR STORM: 671.97
TOP OF DAM
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-III=III= =
------------------------------------------------------
--------------------------------------------------III-III-III
II=III-
MAXIMUM SLOPE OF 3H:1V
=1 III
1
I- -
II =_---_-----_------ --- 111=1II-II1=
-III -I 11=1 11=1 I I I I 1=1 11=1 11=1 11=1 I I I I 1=1 I I- I I 1=1 11=1 11=1 11=1 I I I I 1=1 11=1 11=1 I I-1 I I I I 1=1 11=1 11=1 11=1 I I
1=III-I 6'VEGETATIVESHEF
III III -I I L
=1
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'- BOTTOM EL: 670.00
(10' MIN.)
EL: 676.00
ANTI -SEEP COLLAR
OUTLET PIPE
MAIN POOL BOTTOM
EL: 663.50
.:.:. . '. ..:. ..:. .:.:
MAIN POOL
BOTTOM EL: 663.50
(71X71X11) (TYP.)
BOTTOM EL: 663.50
WET POND SECTION 'A -A' PROFILE VIEW
FOREBAY VOL = 15%
3
OF MAIN POND VOL
6"X48" WEIR
�1
STEPS
INV: 671.10
CLAY KEY -WAY AND CORE
0.50'
SEE PLAN FOR
1'
CONTINUATION
--
PERMANENT POO
3 EL: 670.00
777
III= -
e 11=III=IIS �1
III -III -III -III= -
68.00 LF OF 48" RCP (O-RING)
III=III=III=III = I=1
0
@2.00%
'r r
;<.;:
I I -III -III -III -III -III- -
III=III=III=III=III=III= EMERGENCY DRAIN
II -III -III -III -III -III -I' AND VALVE
�
'
2
';.::;
- III=III-III-III-III=11 ,
8x8 x4
CONCRETE
48
1�4 �I
BALLAST
III-III=III=III=III=III=III=III-III=
CUT-OFF TRENCH (EXCAVATE AND BACKFILL WITH
OUTLET PIPE
I �=III=III=III=III=III=III=III=1 11=1
STRUCTURAL FILL) CUT-OFF TRENCH TO EXTEND
INV: 661.00
�I�-III-III-III-III-III-III-III I=
ACROSS THE FOUNDATION PARALLEL TO THE
11�=III-III-III-III-III-III-III=
CENTER LINE AND UP THE ABUTMENTS
-III-III-III=III=III=III=111-
e e e e e e e
8'x8'x4' CONCRETE
BALLAST -
e e e e e e e
SECTION 'A -A'
NO SCALE
WET POND 60"x60" OUTLET STRUCTURE
NCDOT STD 840.16 FRAME
AND GRATE
J
DIMENSION CHART
ITEM
DESCRIPTION
DIMENSION
A
INSIDE DIMENSION OF OUTLET STRUCTURE (FT)
2.00
B
INSIDE DIMENSION OF OUTLET STRUCTURE (FT)
3.00
C
WIDTH OF OUTLET STRUCTURE WALLS (FT)
0.50
D
OUTLET PIPE DIAMETER (IN)
15.00
TOP OF STRUCTURE
ELEVATION: 674.50
STEPS
8" WATER QUALITY ORIFICE
INV: 670.00
1'
OUTLET PIPE INVERT: 667.00
NCDOT STD 840.16 FRAME
AND GRATE
e e e e e e e
4'x5'x2' CONCRETE
BALLAST - - - - - - -
e
SECTION 'A -A'
NO SCALE
WET POND 24"x36" OUTLET STRUCTURE
SECTIONS -113'
NO SCALE
COMPACTED
BEDDING
MAIN POOL BOTTOM
ANTI -SEEP COLLAR EL: 663.50
(41X41X11) (TYP.)
NCDOT STD 840.16 FRAME
AND GRATE
�1 STEPS
8" ORIFICE
INV: 670.00
8" PVC TEE
77
PERMANENT POO
3 EL: 670.00
1=III - �_ 1
o III -III -III
I-III-III-III=III
III -III -III -III -III -III -_-
72.00 LF OF 15" RCP (O-RING) 1 -III -III -1 I I-1 I I-1 I I-1 I I
@ 1.39% III -III -III -III -III -III -I
I -III -III -III -III -III -III=
I I I -I I I-III=III=III=III=
1=III=III-III-III=III= 4'x5'x2'
+' III I I_I I I_I
II1= e e e -III=1 CONCRETE
I I -I I I -I I I=1 I I BALLAST
OUTLET PI PE E III=III=III=III =III =III =1 I I=1 I I=1 I
-I I -I I -I I -I I=I I=I I=I I=I I=I I-
INV: 665.00 -III-III-III=III =I I I=III =III =1
=1 I I -III -I 1 I=I 11=1 11=1 11=I I I=I I-
'=111=1 11
COMPACTED
BEDDING
SECTION S -B'
NO SCALE
GENERAL NOTES:
1. PRECAST STRUCTURES SHALL CONFORM TO LATEST ASTM C-913 SPECIFICATIONS FOR "REINFORCED CONCRETE WATER AND WASTEWATER STRUCTURES".
2. ALL EXPOSED CONCRETE TO BE CHAMFERED 111
.
3. CONCRETE COMPRESSIVE STRENGTH 4000 PSI MINIMUM.
4. BARREL CONNECTION TO BE SEALED WITH NON -SHRINK CONCRETE GROUT.
5. CONCRETE PIPE SHALL HAVE 101 RING SEALS OR WATERTIGHT JOINTS.
6. SHOP DRAWINGS MUST BE SUBMITTED AND APPROVED BY TIMMONS GROUP PRIOR TO CONSTRUCTION.
7. GEOTECHNICAL ENGINEER SHALL MONITOR BERM AND OUTLET STRUCTURE INSTALLATION. ALL FILL AREAS SHALL BE COMPACTED TO 100% OF THE MATERIALS MAXIMUM DRY DENSITY UNLESS OTHERWISE DICTATED BY THE
GEOTECHNICAL ENGINEER.
8. PROVIDED STEPS 1' ON CENTERS. STEPS SHALL BE EPDXY COATED. MANHOLE OPENING TO ALIGN WITH STEPS.
9. FRAME AND COVER SHALL BE IN ACCORDANCE WITH NCDOT REQUIREMENTS.
10. ALL PIPE IN STORM DRAIN STRUCTURE TO BE STRUCK EVEN WITH THE INSIDE WALL, GROUTED AND BRUSHED SMOOTH.
11. SECTION JOINTS TO BE SEALED WITH BUTYL RUBBER SEALANT SUPPLIED BY VENDOR AND INSTALLED BY CONTRACTOR. EXTERIOR OF JOINTS TO BE WRAPPED WITH 6" BUTYL WRAP SUPPLIED BY VENDOR OF BOX.
12. FOLLOWING COMPLETION OF CONSTRUCTION, SURVEYOR SEALED AS -BUILT DRAWING OF WATER QUALITY POND AND OUTLET STRUCTURE MUST BE PROVIDED TO TIMMONS GROUP FOR REVIEW.
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06/26/2019
DRAWN BY
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• DESIGNED BY
• J. MOORE
• CHECKED BY
• J. MATEY
• • SCALE
1 " = 200'
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10' TOP OF BERM
OUTLET STRUCTURE
EL: 676.00
(SEE DETAILS) 100 -YEAR STORM: 673.99
10 -YEAR STORM: 673.10
2 -YEAR STORM: 672.32
1 -YEAR STORM: 671.97
NORMAL POOL: 670.00
xr�
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------------------------------------------------------
--------------------------------------------------III-III-III
II=III-
MAXIMUM SLOPE OF 3H:1V
=1 III
1
I- -
II =_---_-----_------ --- 111=1II-II1=
-III -I 11=1 11=1 I I I I 1=1 11=1 11=1 11=1 I I I I 1=1 I I- I I 1=1 11=1 11=1 11=1 I I I I 1=1 11=1 11=1 I I-1 I I I I 1=1 11=1 11=1 11=1 I I
1=III-I 6'VEGETATIVESHEF
III III -I I L
=1
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-��
MAXIMUM SLOPE OF 6H:1V
OUTLET PIPE
(SEE DETAILS)
MAIN POOL
BOTTOM EL: 663.50
FOREBAY
BOTTOM EL: 663.50
WET POND SECTION 'A -A' PROFILE VIEW
FOREBAY VOL = 15%
NO SCALE
OF MAIN POND VOL
SECTIONS -113'
NO SCALE
COMPACTED
BEDDING
MAIN POOL BOTTOM
ANTI -SEEP COLLAR EL: 663.50
(41X41X11) (TYP.)
NCDOT STD 840.16 FRAME
AND GRATE
�1 STEPS
8" ORIFICE
INV: 670.00
8" PVC TEE
77
PERMANENT POO
3 EL: 670.00
1=III - �_ 1
o III -III -III
I-III-III-III=III
III -III -III -III -III -III -_-
72.00 LF OF 15" RCP (O-RING) 1 -III -III -1 I I-1 I I-1 I I-1 I I
@ 1.39% III -III -III -III -III -III -I
I -III -III -III -III -III -III=
I I I -I I I-III=III=III=III=
1=III=III-III-III=III= 4'x5'x2'
+' III I I_I I I_I
II1= e e e -III=1 CONCRETE
I I -I I I -I I I=1 I I BALLAST
OUTLET PI PE E III=III=III=III =III =III =1 I I=1 I I=1 I
-I I -I I -I I -I I=I I=I I=I I=I I=I I-
INV: 665.00 -III-III-III=III =I I I=III =III =1
=1 I I -III -I 1 I=I 11=1 11=1 11=I I I=I I-
'=111=1 11
COMPACTED
BEDDING
SECTION S -B'
NO SCALE
GENERAL NOTES:
1. PRECAST STRUCTURES SHALL CONFORM TO LATEST ASTM C-913 SPECIFICATIONS FOR "REINFORCED CONCRETE WATER AND WASTEWATER STRUCTURES".
2. ALL EXPOSED CONCRETE TO BE CHAMFERED 111
.
3. CONCRETE COMPRESSIVE STRENGTH 4000 PSI MINIMUM.
4. BARREL CONNECTION TO BE SEALED WITH NON -SHRINK CONCRETE GROUT.
5. CONCRETE PIPE SHALL HAVE 101 RING SEALS OR WATERTIGHT JOINTS.
6. SHOP DRAWINGS MUST BE SUBMITTED AND APPROVED BY TIMMONS GROUP PRIOR TO CONSTRUCTION.
7. GEOTECHNICAL ENGINEER SHALL MONITOR BERM AND OUTLET STRUCTURE INSTALLATION. ALL FILL AREAS SHALL BE COMPACTED TO 100% OF THE MATERIALS MAXIMUM DRY DENSITY UNLESS OTHERWISE DICTATED BY THE
GEOTECHNICAL ENGINEER.
8. PROVIDED STEPS 1' ON CENTERS. STEPS SHALL BE EPDXY COATED. MANHOLE OPENING TO ALIGN WITH STEPS.
9. FRAME AND COVER SHALL BE IN ACCORDANCE WITH NCDOT REQUIREMENTS.
10. ALL PIPE IN STORM DRAIN STRUCTURE TO BE STRUCK EVEN WITH THE INSIDE WALL, GROUTED AND BRUSHED SMOOTH.
11. SECTION JOINTS TO BE SEALED WITH BUTYL RUBBER SEALANT SUPPLIED BY VENDOR AND INSTALLED BY CONTRACTOR. EXTERIOR OF JOINTS TO BE WRAPPED WITH 6" BUTYL WRAP SUPPLIED BY VENDOR OF BOX.
12. FOLLOWING COMPLETION OF CONSTRUCTION, SURVEYOR SEALED AS -BUILT DRAWING OF WATER QUALITY POND AND OUTLET STRUCTURE MUST BE PROVIDED TO TIMMONS GROUP FOR REVIEW.
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DATE
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DRAWN BY
J. MOORE
• DESIGNED BY
• J. MOORE
• CHECKED BY
• J. MATEY
• • SCALE
1 " = 200'
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BOTTOM ELEV = 636.50 \ \ \ \ \ - \ \ \ ` \ \ ` \ RC' LE /
VOL = 16 /o OF MAIN POND / `7" \ \ 6'kVIDE � U \
�11�
o VOL-,\ T OM: 6 6� \ 6' IDS VEGLTI4TE>b SHE \ \ 6's \ \ \ ® T \
1�" PREC ST CONL�36TE\
\ ( r \ \ O \PIKE 03 /o
\TOP: 644.00
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\ \
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l , �, r x / / / / / / 10' WIDE GR€SL@ ELEV 643 1 \ \ / \ / \ \ TON�.OVER \ \ u \
1 I ✓ l/ l / / Q� \ r / / ' / - / - W/,�:1 SIDE SLOPES\ ` \ / / r r \ / / I ^ \ \ \ \ FILTER FA IC
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GRATE: 648.50 p \\
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-S<ION: (NV O__to ETPON UT" 640a pAROUNIW9 o39'L, 45'W;35" THICKNESS, -D - 15 \ 11 I// / / 3:1 CUT &(FILL SLOPES "EPTH �lPR�0 ° C57
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— — — — ----'____
655\
' _ 660 J _ 660 — , \ \� \�\ \\ I \� , / \ /
SCALE lj' \40'
665 = r / r — 665, _ 665 �\� ! — _ \ ` ��
_ _ \ _ — \0\ \ 4()'\ / 80 \ I /
670 _ 670
675
/ I \ III 1
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CITY OF GREENSBORO'S CERTIFICATION OF
STORMWATER QUALITY CONTROL
I CERTIFY THAT, PURSUANT TO GENERALLY ACCEPTED ENGINEERING
STANDARDS IN THE COMMUNITY, IT IS MY PROFESSIONAL OPINION THAT
RUNOFF FROM THE FIRST INCH OF RAINFALL FROM THE AREAS THAT ARE
REQUIRED TO BE CONTROLLED PER 30-12-3.12 OF THE GREENSBORO LAND
DEVELOPMENT ORDINANCE IS CONTROLLED BY THE PERMANENT ENGINEERED
STORMWATER QUALITY CONTROL THAT HAS BEEN DESIGNED TO MEET OR
EXCEED THE REQUIREMENTS IN THE GREENSBORO STORMWATER
MANAGEMENT MANUAL.
WET POND PLANT SCHEDULE
KEY
QUANTITY
HATCH
BOTANICAL NAME
COMMON NAME
INSTALLED SIZE
TYPE
REMARKS
SB
700
SACCHARUM BALDWINII
NARROW PLUMEGRASS
2" DIA. & 5" PLUG
B&B
50 PLANTS / 200 SF
HC
700
HIBISCUS COCCINEUS
SCARLET ROSE MALLOW
8' IN HEIGHT
B&B
50 PLANTS / 200 SF
EM
700
EUPATORIADELPHUS MACULATUS
SPOTTED TRUMPETWEEDi
� 3' MIN HEIGHT
B&B
50 PLANTS / 200 SF
CITY OF GREENSBORO'S CERTIFICATION OF
STORMWATER QUANTITY CONTROL
PURSUANT TO GENERALLY ACCEPTED ENGINEERING STANDARDS, I CERTIFY THAT THE
FOLLOWING STATEMENTS ARE ACCURATE WITH RESPECT TO THE SITE PLAN PUBLIX
GREENSBORO DISTRIBUTION CENTER.
THE STORMWATER CONTROL STRUCTURE OR STRUCTURES SHOWN ON THIS PLAN ARE OR
WILL BE DESIGNED TO REDUCE THE PEAK FLOW RATES IN THE POST -DEVELOPMENT, 1 -YEAR,
24 -HR STORM EVENT, 2 -YEAR, 24 -HR STORM EVENT AND THE 10 -YEAR, 24 -HR STORM EVENT
TO PREDEVELOPMENT FLOW RATES.
GUILFORD COUNTY'S STATEMENT OF
RUNOFF CONTROL
I STATE THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THE RUNOFF CONTROL MEASURE(S)
SHOWN ON THIS PLAN HAVE BEEN DESIGNED TO CONTROL AND TREAT STORMWATER RUNOFF
FROM THE FIRST ONE INCH OF RAIN FROM ALL BUILT -UPON AREAS OVER THE TOTAL DRAINAGE
AREA AND THE DISCHARGE OF THE STORAGE VOLUME A RATE EQUAL TO OR LESS THAN THE
PREDEVELOPMENT DISCHARGE RATE FOR THE ONE-YEAR, 24-HOUR STORM AND THAT THE RUNOFF
CONTROL MEASURES SHOWN ON PLAN MEET OR EXCEED THE GUIDELINES IN THE LATEST EDITION
OF THE GUILFORD COUNTY WATER QUALITY PROTECTION MANUAL ISSUED BY GUILFORD COUNTY.
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DATE
06/26/2019
DRAWN BY
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• DESIGNED BY
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• CHECKED BY
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• • SCALE
• 1"=40'
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SHEET NO.
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#5 EW. E.F.
GENERAL NOTES:
ANTI -SEEP COLLAR
NOT TO SCALE
6" GRID #2 REBAR
TRASHRACK
1' THICK 4,000
PSI CONCRETE PRECAST INTO TOP
#5 EW. E.F.
5. SHOP DRAWINGS MUST BE SUBMITTED AND APPROVED BY THE
ENGINEER BEFORE CONSTRUCTION.
6. ENGINEER SHALL MONITOR DAM AND OUTLET STRUCTURE
INSTALLATION.
7. OUTLET STRUCTURE IS TO BE INSTALLED IN PHASE I EROSION
CONTROL AND USED AS SEDIMENT BASIN RISER. DURING EROSION
CONTROL PHASE, BLOCK WQ ORIFICE AT BOTTOM OF POND
ELEVATION.
#5 EW. E.F.
GENERAL NOTES:
ANTI -SEEP COLLAR
NOT TO SCALE
4'
PRECAST PRECAST
1. PRECAST STRUCTURES SHALL CONFORM TO LATEST ASTM C-913
STRUCTURE
SPEC FOR "REINFORCED CONCRETE WATER AND WASTE WATER
INSIDE DIMENSION OF OUTLET STRUCTURE (FT)
5.00
B
STRUCTURES."
5.00
C
WIDTH OF OUTLET STRUCTURE WALLS (FT)
B
D
2. SECTION JOINTS TO BE SEALED WITH BUTYL RUBBER SEALANT
48.00
1 -YEAR STORM: 644.95
SUPPLIED BY VENDOR AND INSTALLED BY CONTRACTOR. EXTERIOR
NORMAL POOL: 643.00
_
I
111111111- -
-111:_ _ =
-III-III =
-III=III= =
OF JOINTS TO BE WRAPPED WITH 6" BUTYL WRAP SUPPLIED BY
MIP
__-
II-III MAXIMUM SLOPE OF 3H:1V
=1 111
I
I- -
II =_---_-----_------ --- III=1II-II1=
-III -I 11=1 11=1 I I I I 1=1 11=1 11=1 11=1 I I I I 1=1 I I- I I 1=1 11=1 11=1 11=1 I I I I 1=1 11=1 11=1 I I-1 I I I I 1=1 11=1 11=1 11=1 I I
VENDOR OF BOX.
=1
_III
3...................................................................................
-��
GROUT
OUTLET PIPE
4. CONCRETE PIPE SHALL HAVE 101 RING SEALS OR WATERTIGHT
(SEE DETAILS)
MAIN POOL
JOINTS.
BOTTOM EL: 636.50
5. SHOP DRAWINGS MUST BE SUBMITTED AND APPROVED BY THE
ENGINEER BEFORE CONSTRUCTION.
6. ENGINEER SHALL MONITOR DAM AND OUTLET STRUCTURE
INSTALLATION.
7. OUTLET STRUCTURE IS TO BE INSTALLED IN PHASE I EROSION
CONTROL AND USED AS SEDIMENT BASIN RISER. DURING EROSION
CONTROL PHASE, BLOCK WQ ORIFICE AT BOTTOM OF POND
ELEVATION.
#5 EW. E.F.
GENERAL NOTES:
ANTI -SEEP COLLAR
NOT TO SCALE
4'
1' 15" 1'
DESCRIPTION
.4'�
NOT TO SCALE
NOT TO SCALE
A
J
TRASH RACK
DIMENSION CHART
ITEM
DESCRIPTION
DIMENSION
A
INSIDE DIMENSION OF OUTLET STRUCTURE (FT)
5.00
B
INSIDE DIMENSION OF OUTLET STRUCTURE (FT)
5.00
C
WIDTH OF OUTLET STRUCTURE WALLS (FT)
0.50
D
OUTLET PIPE DIAMETER (IN)
48.00
1' THICK 4,000
PSI CONCRETE
#5 EW. E.F.
NCDOT STD 840.14
CONCRETE DROP INLET
PRECAST
1. PRECAST STRUCTURES SHALL CONFORM TO LATEST ASTM C-913 STRUCTI
SPEC FOR "REINFORCED CONCRETE WATER AND WASTE WATER
STRUCTURES."
B
2. SECTION JOINTS TO BE SEALED WITH BUTYL RUBBER SEALANT
SUPPLIED BY VENDOR AND INSTALLED BY CONTRACTOR. EXTERIOR
OF JOINTS TO BE WRAPPED WITH 6" BUTYL WRAP SUPPLIED BY
VENDOR OF BOX.
3....................................................................................
GROUT
4. CONCRETE PIPE SHALL HAVE 101 RING SEALS OR WATERTIGHT
JOINTS.
5. SHOP DRAWINGS MUST BE SUBMITTED AND APPROVED BY THE
ENGINEER BEFORE CONSTRUCTION.
6. ENGINEER SHALL MONITOR DAM AND OUTLET STRUCTURE
INSTALLATION.
7. OUTLET STRUCTURE IS TO BE INSTALLED IN PHASE I EROSION
CONTROL AND USED AS SEDIMENT BASIN RISER. DURING EROSION
CONTROL PHASE, BLOCK WQ ORIFICE AT BOTTOM OF POND
ELEVATION.
NOT TO SCALE
NOT TO SCALE
TOP OF STRUCTURE
ELEVATION: 647.00
STEPS
6"X24" WEIR
INV: 644.10
OUTLET PIPE INVERT: 636.00
TOP OF STRUCTURE TO BE OPEN
AND TO BE COVERED BY A
TRASH RACK COMPOSED OF 6"
GRID #2 REBAR
e e e e e e e
8'x8'x4' CONCRETE
BALLAST -
e e e e e e e
SECTION 'A -A'
NO SCALE
WET POND 48"x48" OUTLET STRUCTURE
NCDOT STD 840.16 FRAME
AND GRATE
J
DIMENSION CHART
ITEM
DESCRIPTION
DIMENSION
A
INSIDE DIMENSION OF OUTLET STRUCTURE (FT)
6" GRID #2 REBAR
B
INSIDE DIMENSION OF OUTLET STRUCTURE (FT)
3.00
C
WIDTH OF OUTLET STRUCTURE WALLS (FT)
0.50
(TRASH RACK)
OUTLET PIPE DIAMETER (IN)
15.00
1 -YEAR STORM: 644.95
NORMAL POOL: 643.00
_
I
111111111- -
-111:_ _ =
-III-III =
-III=III= =
---------------------------------------------------------
------------------------------------ --------------
II=III-
MIP
__-
II-III MAXIMUM SLOPE OF 3H:1V
=1 111
I
I- -
II =_---_-----_------ --- III=1II-II1=
-III -I 11=1 11=1 I I I I 1=1 11=1 11=1 11=1 I I I I 1=1 I I- I I 1=1 11=1 11=1 11=1 I I I I 1=1 11=1 11=1 I I-1 I I I I 1=1 11=1 11=1 11=1 I I
TOP OF DAM
=1
_III
'- i i I_ BOTTOM EL: 643.00
-��
MAXIMUM SLOPE OF 6H:1V
OUTLET PIPE
(10' MIN.)
(SEE DETAILS)
MAIN POOL
BOTTOM EL: 636.50
FOREBAY
EL: 650.00
BOTTOM EL: 636.50
ANTI -SEEP COLLAR
WET POND SECTION 'A -A' PROFILE VIEW
FOREBAY VOL = 19%
NO SCALE
OF MAIN POND VOL
(71X71X11) (TYP.)
`
3
�1
STEPS
.., .... .... .... ..., ...
CLAY KEY -WAY AND CORE
0.50'
SEE PLAN FOR
CONTINUATION
68.00 LF OF 36" RCP (O-RING)
:` t
@ 1.47%
,:r•;
2'
36
_�
I!�
CUT-OFF TRENCH (EXCAVATE AND BACKFILL WITH
OUTLET PIPE III
STRUCTURAL FILL) CUT-OFF TRENCH TO EXTEND
INV: 636.00
e e e e e e e
8'x8'x4' CONCRETE
BALLAST -
e e e e e e e
SECTION 'A -A'
NO SCALE
WET POND 48"x48" OUTLET STRUCTURE
NCDOT STD 840.16 FRAME
AND GRATE
J
DIMENSION CHART
ITEM
DESCRIPTION
DIMENSION
A
INSIDE DIMENSION OF OUTLET STRUCTURE (FT)
2.00
B
INSIDE DIMENSION OF OUTLET STRUCTURE (FT)
3.00
C
WIDTH OF OUTLET STRUCTURE WALLS (FT)
0.50
D
OUTLET PIPE DIAMETER (IN)
15.00
TOP OF STRUCTURE
ELEVATION: 648.50
STEPS
8" WATER QUALITY ORIFICE
INV: 643.00
1'
OUTLET PIPE INVERT: 640.00
NCDOT STD 840.16 FRAME
AND GRATE
ACROSS THE FOUNDATION PARALLEL TO THE
CENTER LINE AND UP THE ABUTMENTS
e e e e e e e
4'x5'x2' CONCRETE
BALLAST
SECTION 'A -A'
NO SCALE
WET POND 24"x36" OUTLET STRUCTURE
SECTIONS -113'
NO SCALE
MAIN POOL BOTTOM
EL: 636.5
6"X24" WEIR
INV: 644.10
�� PERMANENT POOL
3 EL: 643.00 I
EMERGENCY DRAIN
AND VALVE
8'x8'x4'
CONCRETE
BALLAST
COMPACTED
BEDDING
MAIN POOL BOTTOM
ANTI -SEEP COLLAR EL: 636.50
(41X41X11) (TYP.)
NCDOT STD 840.16 FRAME
AND GRATE
�1 STEPS
8" ORIFICE
INV: 643.00
8" PVC TEE
77
PERMANENT POO
3 EL: 643.00
I=III - �_ 1
o III -III -III
I-III-III-III=III
II1-1I1-1I1-1II-III-III-_-
48.00 LF OF 15" RCP (O-RING) I -III -III -I I I -I I I -I I I -I I I
@ 1.25% III -III -III -III -III -111-1
I -III -III -III -III -III -III=
I I I -I I I-III=III=III=III=
__= I-III=III-III-III=III= 4'x5'x2'
+' III 1 I_III_I
III= e e e -III=1
CONCRETE
1= 11-1 11-1 I 1=1 I I BALLAST
OUTLET PI PE E III=III=III=III =III =III =I I Ed I I=1 11
INV: 640.00 =III-III-III=Ill =Ill =Ill =I I I=I
=111=111-111=111=1 11=1 11=1 11=1 I
'=1 I I-II I -I 11=1 11=1 11=1 11=1 �'
COMPACTED
BEDDING
SECTION S -B'
NO SCALE
GENERAL NOTES:
1. PRECAST STRUCTURES SHALL CONFORM TO LATEST ASTM C-913 SPECIFICATIONS FOR "REINFORCED CONCRETE WATER AND WASTEWATER STRUCTURES".
2. ALL EXPOSED CONCRETE TO BE CHAMFERED 111
.
3. CONCRETE COMPRESSIVE STRENGTH 4000 PSI MINIMUM.
4. BARREL CONNECTION TO BE SEALED WITH NON -SHRINK CONCRETE GROUT.
5. CONCRETE PIPE SHALL HAVE 101 RING SEALS OR WATERTIGHT JOINTS.
6. SHOP DRAWINGS MUST BE SUBMITTED AND APPROVED BY TIMMONS GROUP PRIOR TO CONSTRUCTION.
7. GEOTECHNICAL ENGINEER SHALL MONITOR BERM AND OUTLET STRUCTURE INSTALLATION. ALL FILL AREAS SHALL BE COMPACTED TO 100% OF THE MATERIALS MAXIMUM DRY DENSITY UNLESS OTHERWISE DICTATED BY THE
GEOTECHNICAL ENGINEER.
8. PROVIDED STEPS 1' ON CENTERS. STEPS SHALL BE EPDXY COATED. MANHOLE OPENING TO ALIGN WITH STEPS.
9. FRAME AND COVER SHALL BE IN ACCORDANCE WITH NCDOT REQUIREMENTS.
10. ALL PIPE IN STORM DRAIN STRUCTURE TO BE STRUCK EVEN WITH THE INSIDE WALL, GROUTED AND BRUSHED SMOOTH.
11. SECTION JOINTS TO BE SEALED WITH BUTYL RUBBER SEALANT SUPPLIED BY VENDOR AND INSTALLED BY CONTRACTOR. EXTERIOR OF JOINTS TO BE WRAPPED WITH 6" BUTYL WRAP SUPPLIED BY VENDOR OF BOX.
12. FOLLOWING COMPLETION OF CONSTRUCTION, SURVEYOR SEALED AS -BUILT DRAWING OF WATER QUALITY POND AND OUTLET STRUCTURE MUST BE PROVIDED TO TIMMONS GROUP FOR REVIEW.
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DATE
06/26/2019
DRAWN BY
J. MOORE
• DESIGNED BY
• J. MOORE
• CHECKED BY
• J. MATEY
• • SCALE
• NO SCALE
W
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JOB NO.
42407
SHEET NO.
SW -105
00
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00
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10' TOP OF BERM
OUTLET STRUCTURE
EL: 650.00
(SEE DETAILS) 100 -YEAR STORM: 647.82
10 -YEAR STORM: 646.57
2 -YEAR STORM: 645.42
1 -YEAR STORM: 644.95
NORMAL POOL: 643.00
_
I
111111111- -
-111:_ _ =
-III-III =
-III=III= =
---------------------------------------------------------
------------------------------------ --------------
II=III-
MIP
__-
II-III MAXIMUM SLOPE OF 3H:1V
=1 111
I
I- -
II =_---_-----_------ --- III=1II-II1=
-III -I 11=1 11=1 I I I I 1=1 11=1 11=1 11=1 I I I I 1=1 I I- I I 1=1 11=1 11=1 11=1 I I I I 1=1 11=1 11=1 I I-1 I I I I 1=1 11=1 11=1 11=1 I I
1=III-I 6'VEGETATIVESHEF
III III -I 1 L
=1
_III
'- i i I_ BOTTOM EL: 643.00
-��
MAXIMUM SLOPE OF 6H:1V
OUTLET PIPE
(SEE DETAILS)
MAIN POOL
BOTTOM EL: 636.50
FOREBAY
BOTTOM EL: 636.50
WET POND SECTION 'A -A' PROFILE VIEW
FOREBAY VOL = 19%
NO SCALE
OF MAIN POND VOL
SECTIONS -113'
NO SCALE
MAIN POOL BOTTOM
EL: 636.5
6"X24" WEIR
INV: 644.10
�� PERMANENT POOL
3 EL: 643.00 I
EMERGENCY DRAIN
AND VALVE
8'x8'x4'
CONCRETE
BALLAST
COMPACTED
BEDDING
MAIN POOL BOTTOM
ANTI -SEEP COLLAR EL: 636.50
(41X41X11) (TYP.)
NCDOT STD 840.16 FRAME
AND GRATE
�1 STEPS
8" ORIFICE
INV: 643.00
8" PVC TEE
77
PERMANENT POO
3 EL: 643.00
I=III - �_ 1
o III -III -III
I-III-III-III=III
II1-1I1-1I1-1II-III-III-_-
48.00 LF OF 15" RCP (O-RING) I -III -III -I I I -I I I -I I I -I I I
@ 1.25% III -III -III -III -III -111-1
I -III -III -III -III -III -III=
I I I -I I I-III=III=III=III=
__= I-III=III-III-III=III= 4'x5'x2'
+' III 1 I_III_I
III= e e e -III=1
CONCRETE
1= 11-1 11-1 I 1=1 I I BALLAST
OUTLET PI PE E III=III=III=III =III =III =I I Ed I I=1 11
INV: 640.00 =III-III-III=Ill =Ill =Ill =I I I=I
=111=111-111=111=1 11=1 11=1 11=1 I
'=1 I I-II I -I 11=1 11=1 11=1 11=1 �'
COMPACTED
BEDDING
SECTION S -B'
NO SCALE
GENERAL NOTES:
1. PRECAST STRUCTURES SHALL CONFORM TO LATEST ASTM C-913 SPECIFICATIONS FOR "REINFORCED CONCRETE WATER AND WASTEWATER STRUCTURES".
2. ALL EXPOSED CONCRETE TO BE CHAMFERED 111
.
3. CONCRETE COMPRESSIVE STRENGTH 4000 PSI MINIMUM.
4. BARREL CONNECTION TO BE SEALED WITH NON -SHRINK CONCRETE GROUT.
5. CONCRETE PIPE SHALL HAVE 101 RING SEALS OR WATERTIGHT JOINTS.
6. SHOP DRAWINGS MUST BE SUBMITTED AND APPROVED BY TIMMONS GROUP PRIOR TO CONSTRUCTION.
7. GEOTECHNICAL ENGINEER SHALL MONITOR BERM AND OUTLET STRUCTURE INSTALLATION. ALL FILL AREAS SHALL BE COMPACTED TO 100% OF THE MATERIALS MAXIMUM DRY DENSITY UNLESS OTHERWISE DICTATED BY THE
GEOTECHNICAL ENGINEER.
8. PROVIDED STEPS 1' ON CENTERS. STEPS SHALL BE EPDXY COATED. MANHOLE OPENING TO ALIGN WITH STEPS.
9. FRAME AND COVER SHALL BE IN ACCORDANCE WITH NCDOT REQUIREMENTS.
10. ALL PIPE IN STORM DRAIN STRUCTURE TO BE STRUCK EVEN WITH THE INSIDE WALL, GROUTED AND BRUSHED SMOOTH.
11. SECTION JOINTS TO BE SEALED WITH BUTYL RUBBER SEALANT SUPPLIED BY VENDOR AND INSTALLED BY CONTRACTOR. EXTERIOR OF JOINTS TO BE WRAPPED WITH 6" BUTYL WRAP SUPPLIED BY VENDOR OF BOX.
12. FOLLOWING COMPLETION OF CONSTRUCTION, SURVEYOR SEALED AS -BUILT DRAWING OF WATER QUALITY POND AND OUTLET STRUCTURE MUST BE PROVIDED TO TIMMONS GROUP FOR REVIEW.
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CITY OF GREENSBORO'S CERTIFICATION OF
STORMWATER QUALITY CONTROL
I CERTIFY THAT, PURSUANT TO GENERALLY ACCEPTED ENGINEERING
STANDARDS IN THE COMMUNITY, IT IS MY PROFESSIONAL OPINION THAT
RUNOFF FROM THE FIRST INCH OF RAINFALL FROM THE AREAS THAT ARE
REQUIRED TO BE CONTROLLED PER 30-12-3.12 OF THE GREENSBORO LAND
DEVELOPMENT ORDINANCE IS CONTROLLED BY THE PERMANENT ENGINEERED
STORMWATER QUALITY CONTROL THAT HAS BEEN DESIGNED TO MEET OR
EXCEED THE REQUIREMENTS IN THE GREENSBORO STORMWATER
MANAGEMENT MANUAL.
WET POND PLANT SCHEDULE
KEY
QUANTITY
HATCH
BOTANICAL NAME
COMMON NAME
INSTALLED SIZE
TYPE
REMARKS
SB
1050
SACCHARUM BALDWINII
NARROW PLUMEGRASS
2" DIA. & 5" PLUG
B&B
50 PLANTS / 200 SF
HC
1050
HIBISCUS COCCINEUS
SCARLET ROSE MALLOW
8' IN HEIGHT
B&B
50 PLANTS / 200 SF
EM
1050
EUPATORIADELPHUS MACULATUS
SPOTTED TRUMPETWEEDi
� 3' MIN HEIGHT
B&B
50 PLANTS / 200 SF
—670
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-WE15 ELEV = 642.00 ,
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CITY OF GREENSBORO'S CERTIFICATION OF
STORMWATER QUALITY CONTROL
I CERTIFY THAT, PURSUANT TO GENERALLY ACCEPTED ENGINEERING
STANDARDS IN THE COMMUNITY, IT IS MY PROFESSIONAL OPINION THAT
RUNOFF FROM THE FIRST INCH OF RAINFALL FROM THE AREAS THAT ARE
REQUIRED TO BE CONTROLLED PER 30-12-3.12 OF THE GREENSBORO LAND
DEVELOPMENT ORDINANCE IS CONTROLLED BY THE PERMANENT ENGINEERED
STORMWATER QUALITY CONTROL THAT HAS BEEN DESIGNED TO MEET OR
EXCEED THE REQUIREMENTS IN THE GREENSBORO STORMWATER
MANAGEMENT MANUAL.
WET POND PLANT SCHEDULE
KEY
QUANTITY
HATCH
BOTANICAL NAME
COMMON NAME
INSTALLED SIZE
TYPE
REMARKS
SB
1050
SACCHARUM BALDWINII
NARROW PLUMEGRASS
2" DIA. & 5" PLUG
B&B
50 PLANTS / 200 SF
HC
1050
HIBISCUS COCCINEUS
SCARLET ROSE MALLOW
8' IN HEIGHT
B&B
50 PLANTS / 200 SF
EM
1050
EUPATORIADELPHUS MACULATUS
SPOTTED TRUMPETWEEDi
� 3' MIN HEIGHT
B&B
50 PLANTS / 200 SF
CITY OF GREENSBORO'S CERTIFICATION OF
STORMWATER QUANTITY CONTROL
PURSUANT TO GENERALLY ACCEPTED ENGINEERING STANDARDS, I CERTIFY THAT THE
FOLLOWING STATEMENTS ARE ACCURATE WITH RESPECT TO THE SITE PLAN PUBLIX
GREENSBORO DISTRIBUTION CENTER.
THE STORMWATER CONTROL STRUCTURE OR STRUCTURES SHOWN ON THIS PLAN ARE OR
WILL BE DESIGNED TO REDUCE THE PEAK FLOW RATES IN THE POST -DEVELOPMENT, 1 -YEAR,
24 -HR STORM EVENT, 2 -YEAR, 24 -HR STORM EVENT AND THE 10 -YEAR, 24 -HR STORM EVENT
TO PREDEVELOPMENT FLOW RATES.
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GUILFORD COUNTY'S STATEMENT OF
RUNOFF CONTROL
I STATE THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THE RUNOFF CONTROL MEASURE(S)
SHOWN ON THIS PLAN HAVE BEEN DESIGNED TO CONTROL AND TREAT STORMWATER RUNOFF
FROM THE FIRST ONE INCH OF RAIN FROM ALL BUILT -UPON AREAS OVER THE TOTAL DRAINAGE
AREA AND THE DISCHARGE OF THE STORAGE VOLUME A RATE EQUAL TO OR LESS THAN THE
PREDEVELOPMENT DISCHARGE RATE FOR THE ONE-YEAR, 24-HOUR STORM AND THAT THE RUNOFF
CONTROL MEASURES SHOWN ON PLAN MEET OR EXCEED THE GUIDELINES IN THE LATEST EDITION
OF THE GUILFORD COUNTY WATER QUALITY PROTECTION MANUAL ISSUED BY GUILFORD COUNTY.
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0612612019
DRAWN BY
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• DESIGNED BY
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• CHECKED BY
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• • SCALE
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GENERAL NOTES:
ANTI -SEEP COLLAR
NOT TO SCALE
6" GRID #2 REBAR
TRASHRACK
1' THICK 4,000
PSI CONCRETE PRECAST INTO TOP
#5 EW. E.F.
1. PRECAST STRUCTURES SHALL CONFORM TO LATEST ASTM C-913
SPEC FOR "REINFORCED CONCRETE WATER AND WASTE WATER
STRUCTURES."
PRECAST
STRUCTURE
DESCRIPTION
.4'�
A
B
5.00
2. SECTION JOINTS TO BE SEALED WITH BUTYL RUBBER SEALANT
INSIDE DIMENSION OF OUTLET STRUCTURE (FT)
5.00
SUPPLIED BY VENDOR AND INSTALLED BY CONTRACTOR. EXTERIOR
WIDTH OF OUTLET STRUCTURE WALLS (FT)
0.50
OF JOINTS TO BE WRAPPED WITH 6" BUTYL WRAP SUPPLIED BY
OUTLET PIPE DIAMETER (IN)
48.00
VENDOR OF BOX.
STEPS
3...................................................................................
_
111111111- -
-_ -_
=111 -III -III =
-III=III=
GROUT
0.50'
=
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4. CONCRETE PIPE SHALL HAVE 101 RING SEALS OR WATERTIGHT
I=1II-I 6'VEGETATIVESHEF
III I I 1=1 I L
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JOINTS.
STRUCTURES."
5. SHOP DRAWINGS MUST BE SUBMITTED AND APPROVED BY THE
ENGINEER BEFORE CONSTRUCTION.
6. ENGINEER SHALL MONITOR DAM AND OUTLET STRUCTURE
INSTALLATION.
7. OUTLET STRUCTURE IS TO BE INSTALLED IN PHASE I EROSION
CONTROL AND USED AS SEDIMENT BASIN RISER. DURING EROSION
CONTROL PHASE, BLOCK WQ ORIFICE AT BOTTOM OF POND
ELEVATION.
#5 EW. E.F.
GENERAL NOTES:
ANTI -SEEP COLLAR
NOT TO SCALE
4'
1' 15" 1'
DESCRIPTION
.4'�
NOT TO SCALE
NOT TO SCALE
A
J
TRASH RACK
DIMENSION CHART
ITEM
DESCRIPTION
DIMENSION
A
INSIDE DIMENSION OF OUTLET STRUCTURE (FT)
5.00
B
INSIDE DIMENSION OF OUTLET STRUCTURE (FT)
5.00
C
WIDTH OF OUTLET STRUCTURE WALLS (FT)
0.50
D
OUTLET PIPE DIAMETER (IN)
48.00
1' THICK 4,000
PSI CONCRETE
#5 EW. E.F.
NCDOT STD 840.14
CONCRETE DROP INLET
PRECAST
NOT TO SCALE
NOT TO SCALE
TOP OF STRUCTURE
ELEVATION: 653.50
(2) 6"X48" WEIRS
INV: 652.30
STEPS
OUTLET PIPE INVERT: 644.00
TOP OF STRUCTURE TO BE OPEN
AND TO BE COVERED BY A
TRASH RACK COMPOSED OF 6"
GRID #2 REBAR
e e e e e e e
8'x8'x4' CONCRETE
BALLAST -
e e e e e e e
SECTION 'A -A'
NO SCALE
WET POND 60"x60" OUTLET STRUCTURE
NCDOT STD 840.16 FRAME
AND GRATE
TOP OF STRUCTURE
ELEVATION: 656.50
STEPS
12" WATER QUALITY ORIFICE
INV: 651.00
NCDOT STD 840.16 FRAME
AND GRATE
2'
_�
ANTI -SEEP COLLAR
(71X71X11) (TYP.)
3
�1
84.00 LF OF 48" RCP (O-RING)
@ 5.95%
6" GRID #2 REBAR
(TRASH RACK)
OUTLET PIPE
INV: 644.00
SECTIONS -B'
NO SCALE
STEPS
MAIN POOL BOTTOM
EL: 644.50
6"X48" WEIR
INV: 652.30
_� PERMANENT POOL
3 EL: 651.00 I
EMERGENCY DRAIN
AND VALVE
8'x8'x4'
CONCRETE
BALLAST
COMPACTED
BEDDING
MAIN POOL BOTTOM
ANTI -SEEP COLLAR EL: 644.50
(41X41X11) (TYP.)
NCDOT STD 840.16 FRAME
AND GRATE
�1 STEPS
GENERAL NOTES:
1. PRECAST STRUCTURES SHALL CONFORM TO LATEST ASTM C-913 SPECIFICATIONS FOR "REINFORCED CONCRETE WATER AND WASTEWATER STRUCTURES".
2. ALL EXPOSED CONCRETE TO BE CHAMFERED 111
.
3. CONCRETE COMPRESSIVE STRENGTH 4000 PSI MINIMUM.
4. BARREL CONNECTION TO BE SEALED WITH NON -SHRINK CONCRETE GROUT.
5. CONCRETE PIPE SHALL HAVE 101 RING SEALS OR WATERTIGHT JOINTS.
6. SHOP DRAWINGS MUST BE SUBMITTED AND APPROVED BY TIMMONS GROUP PRIOR TO CONSTRUCTION.
7. GEOTECHNICAL ENGINEER SHALL MONITOR BERM AND OUTLET STRUCTURE INSTALLATION. ALL FILL AREAS SHALL BE COMPACTED TO 100% OF THE MATERIALS MAXIMUM DRY DENSITY UNLESS OTHERWISE DICTATED BY THE
GEOTECHNICAL ENGINEER.
8. PROVIDED STEPS 1' ON CENTERS. STEPS SHALL BE EPDXY COATED. MANHOLE OPENING TO ALIGN WITH STEPS.
9. FRAME AND COVER SHALL BE IN ACCORDANCE WITH NCDOT REQUIREMENTS.
10. ALL PIPE IN STORM DRAIN STRUCTURE TO BE STRUCK EVEN WITH THE INSIDE WALL, GROUTED AND BRUSHED SMOOTH.
11. SECTION JOINTS TO BE SEALED WITH BUTYL RUBBER SEALANT SUPPLIED BY VENDOR AND INSTALLED BY CONTRACTOR. EXTERIOR OF JOINTS TO BE WRAPPED WITH 6" BUTYL WRAP SUPPLIED BY VENDOR OF BOX.
12. FOLLOWING COMPLETION OF CONSTRUCTION, SURVEYOR SEALED AS -BUILT DRAWING OF WATER QUALITY POND AND OUTLET STRUCTURE MUST BE PROVIDED TO TIMMONS GROUP FOR REVIEW.
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DATE
06/26/2019
DRAWN BY
J. MOORE
• DESIGNED BY
• J. MOORE
• CHECKED BY
• J. MATEY
• • SCALE
1 " = 200'
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STRUCTURE A
10' TOP OF BERM
OUTLET STRUCTURE
EL: 658.00
(SEE DETAILS) 100 -YEAR STORM: 656.38
10 -YEAR STORM: 654.99
2 -YEAR STORM: 653.98
12" ORIFICE
SPEC FOR "REINFORCED CONCRETE WATER AND WASTE WATER
1 -YEAR STORM: 653.52
STEPS
NORMAL POOL: 651.00
-----------------------------------------
_
111111111- -
-_ -_
=111 -III -III =
-III=III=
------------------
--------------------------------------- -- -----------_
II=III-
0.50'
=
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-III -I 11=1 11=1 I I I I 1=1 11=1 11=1 11=1 I I I I 1=1 I I- I I 1=1 11=1 11=1 11=1 I I I I 1=1 11=1 11=1 I I-1 I I I I 1=1 11=1 11=Ill =1 I I
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INV: 651.00
STRUCTURES."
MAXIMUM SLOPE OF 6H:1V
OUTLET PIPE
(SEE DETAILS)
MAIN POOL
BOTTOM EL: 644.50
FOREBAY
SEE PLAN FOR
BOTTOM EL: 644.50
WET POND SECTION 'A -A' PROFILE VIEW
1'
12" PVC TEE
NO SCALE
(COMBINED FOREBAY VOL =
18% OF MAIN POND VOL)
B
B
��
CONTINUATION
77
PERMANENT POO
2. SECTION JOINTS TO BE SEALED WITH BUTYL RUBBER SEALANT
SUPPLIED BY VENDOR AND INSTALLED BY CONTRACTOR. EXTERIOR
JOINTS TO BE WRAPPED WITH 6" BUTYL WRAP SUPPLIED BY
LIOF
OUTLET PIPE
°: ',
o�13
oI
EL: 651.00
VENDOR OF BOX.
:..:-:
o
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III-III-III-I�I-ISI-III --
56.00 LF OF 15" RCP (O-RING)
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3...................................................................................
............
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@ 4.88%
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4. CONCRETE PIPE SHALL HAVE 'O' RING SEALS OR WATER TIGHT
2'
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CUT-OFF TRENCH (EXCAVATE AND BACKFILL WITH
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DIMENSION CHART
STRUCTURAL FILL) CUT-OFF TRENCH TO EXTEND
INV: 648.00
-III=III=III=III=III=III=III=III=III=
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ENGINEER BEFORE CONSTRUCTION.
ACROSS THE FOUNDATION PARALLEL TO THE
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DESCRIPTION
DIMENSION
OUTLET PIPE INVERT: 648.00
CENTER LINE AND UP THE ABUTMENTS
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6. ENGINEER SHALL MONITOR DAM AND OUTLET STRUCTURE
COMPACTED
INSTALLATION.BEDDING
A
INSIDE DIMENSION OF OUTLET STRUCTURE (FT)
2.00
B
INSIDE DIMENSION OF OUTLET STRUCTURE (FT)
3.00
7. OUTLET STRUCTURE IS TO BE INSTALLED IN PHASE I EROSION
C
1.5' CONCRETE
SECTIONS -B'
WIDTH OF OUTLET STRUCTURE WALLS (FT)
0.50
CONTROL AND USED AS SEDIMENT BASIN RISER. DURING EROSION
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CONTROL PHASE, BLOCK WQ ORIFICE AT BOTTOM OF POND
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15.00
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NO SCALE
ELEVATION.
SECTION 'A -A'
NO SCALE
WET POND 24"x36" OUTLET STRUCTURE
GENERAL NOTES:
1. PRECAST STRUCTURES SHALL CONFORM TO LATEST ASTM C-913 SPECIFICATIONS FOR "REINFORCED CONCRETE WATER AND WASTEWATER STRUCTURES".
2. ALL EXPOSED CONCRETE TO BE CHAMFERED 111
.
3. CONCRETE COMPRESSIVE STRENGTH 4000 PSI MINIMUM.
4. BARREL CONNECTION TO BE SEALED WITH NON -SHRINK CONCRETE GROUT.
5. CONCRETE PIPE SHALL HAVE 101 RING SEALS OR WATERTIGHT JOINTS.
6. SHOP DRAWINGS MUST BE SUBMITTED AND APPROVED BY TIMMONS GROUP PRIOR TO CONSTRUCTION.
7. GEOTECHNICAL ENGINEER SHALL MONITOR BERM AND OUTLET STRUCTURE INSTALLATION. ALL FILL AREAS SHALL BE COMPACTED TO 100% OF THE MATERIALS MAXIMUM DRY DENSITY UNLESS OTHERWISE DICTATED BY THE
GEOTECHNICAL ENGINEER.
8. PROVIDED STEPS 1' ON CENTERS. STEPS SHALL BE EPDXY COATED. MANHOLE OPENING TO ALIGN WITH STEPS.
9. FRAME AND COVER SHALL BE IN ACCORDANCE WITH NCDOT REQUIREMENTS.
10. ALL PIPE IN STORM DRAIN STRUCTURE TO BE STRUCK EVEN WITH THE INSIDE WALL, GROUTED AND BRUSHED SMOOTH.
11. SECTION JOINTS TO BE SEALED WITH BUTYL RUBBER SEALANT SUPPLIED BY VENDOR AND INSTALLED BY CONTRACTOR. EXTERIOR OF JOINTS TO BE WRAPPED WITH 6" BUTYL WRAP SUPPLIED BY VENDOR OF BOX.
12. FOLLOWING COMPLETION OF CONSTRUCTION, SURVEYOR SEALED AS -BUILT DRAWING OF WATER QUALITY POND AND OUTLET STRUCTURE MUST BE PROVIDED TO TIMMONS GROUP FOR REVIEW.
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EL: 658.00
(SEE DETAILS) 100 -YEAR STORM: 656.38
10 -YEAR STORM: 654.99
2 -YEAR STORM: 653.98
1 -YEAR STORM: 653.52
NORMAL POOL: 651.00
-----------------------------------------
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MAIN POOL
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FOREBAY
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WET POND SECTION 'A -A' PROFILE VIEW
VOL = 9% OF MAIN POND VOL
NO SCALE
(COMBINED FOREBAY VOL =
18% OF MAIN POND VOL)
GENERAL NOTES:
1. PRECAST STRUCTURES SHALL CONFORM TO LATEST ASTM C-913 SPECIFICATIONS FOR "REINFORCED CONCRETE WATER AND WASTEWATER STRUCTURES".
2. ALL EXPOSED CONCRETE TO BE CHAMFERED 111
.
3. CONCRETE COMPRESSIVE STRENGTH 4000 PSI MINIMUM.
4. BARREL CONNECTION TO BE SEALED WITH NON -SHRINK CONCRETE GROUT.
5. CONCRETE PIPE SHALL HAVE 101 RING SEALS OR WATERTIGHT JOINTS.
6. SHOP DRAWINGS MUST BE SUBMITTED AND APPROVED BY TIMMONS GROUP PRIOR TO CONSTRUCTION.
7. GEOTECHNICAL ENGINEER SHALL MONITOR BERM AND OUTLET STRUCTURE INSTALLATION. ALL FILL AREAS SHALL BE COMPACTED TO 100% OF THE MATERIALS MAXIMUM DRY DENSITY UNLESS OTHERWISE DICTATED BY THE
GEOTECHNICAL ENGINEER.
8. PROVIDED STEPS 1' ON CENTERS. STEPS SHALL BE EPDXY COATED. MANHOLE OPENING TO ALIGN WITH STEPS.
9. FRAME AND COVER SHALL BE IN ACCORDANCE WITH NCDOT REQUIREMENTS.
10. ALL PIPE IN STORM DRAIN STRUCTURE TO BE STRUCK EVEN WITH THE INSIDE WALL, GROUTED AND BRUSHED SMOOTH.
11. SECTION JOINTS TO BE SEALED WITH BUTYL RUBBER SEALANT SUPPLIED BY VENDOR AND INSTALLED BY CONTRACTOR. EXTERIOR OF JOINTS TO BE WRAPPED WITH 6" BUTYL WRAP SUPPLIED BY VENDOR OF BOX.
12. FOLLOWING COMPLETION OF CONSTRUCTION, SURVEYOR SEALED AS -BUILT DRAWING OF WATER QUALITY POND AND OUTLET STRUCTURE MUST BE PROVIDED TO TIMMONS GROUP FOR REVIEW.
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PLANTING MATERIAL MINIMUM REQUIREMENTS
CANOPY TREE REQUIREMENTS 8' MIN. HEIGHT AND 2" MIN. CALIPER MEASURED 6" ABOVE GRADE WHEN PLANTED
UNDERSTORY TREE REQUIREMENTS 4' MIN. HEIGHT AND 1" MIN. CALIPER MEASURED 6" ABOVE GRADE WHEN PLANTED
SHRUB REQUIREMENTS 1 18" MIN. HEIGHT/SPREAD AT TIME OF PLANTING, 36" HEIGHT/SPREAD AFTER 3 YEARS
NOTES:
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MAY BE INSTALLED PER DIRECTION OF THE OWNER.
2. PLANTING SPECIES TO COMPLY WITH THE CITY OF GREENSBORO
"LANDSCAPING AND TREE CONSERVATION MANUAL."
TYPE "A" BUFFER NOTE:
EXISTING HARDWOOD AND PINES WITHIN PORTIONS OF THE
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STREETYARD PLANTS PROVIDED 4,084 LF (TOTAL) 83 TREES, 697 SHRUBS
TYPE "A" BUFFER PLANTING REQUIREMENT 40' MIN. WIDTH W/4 CANOPY TREES, 10 UNDERSTORY TREES, AND 33 SHRUBS PER 100 LF
TYPE "A" BUFFER PLANTING PROVIDED 1,264 LF (TOTAL) 52 CANOPY TREES, 131 UNDERSTORY, AND 418 SHRUBS
PARKING LOT PLANTING REQUIREMENTS 1 CANOPY TREE PER 12 PARKING SPACES
PARKING LOT PLANTINGS PROVIDED 1,223 PARKING SPACES = 102 CANOPY TREES PROVIDED
CITY OF GREENSBORO TREE CONSERVATION REQUIREMENT 10% OF PARCEL AREA = 334.17 AC * 10% = 33.42 AC
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DO NOT PRUNE LEADER. PRUNE
ONLY DEAD OR BROKEN BRANCHES
PLANT TREE SO THAT ROOT FLARE. IS
AT EXISTING GRADE OR NO MORE THAN
2" HIGHER THAN EXISTING GRADE.
NEVER PLANT BELOW GRADE. REMOVE
EXCESS SOIL TO EXPOSE ROOT FLARE.
MULCH DEPTH 3 TO 4 INCHES. KEEP
MULCH 6" FROM TRUNK OF TREE
AMEND SGML REMOVED FROM HOLE WITH
UP TO 20% ORGANIC MATTER. PLACE
AMENDED SOIL INTO HOLE IN LAYERS,
WATERING EACH LAYER TO REMOVE AIR
POCKETS
BREAK UP COMPACTED SOIL ON
SURFACE OF HOLE TO PROMOTE ROOT
GROWTH INTO SURROUNDING SOIL
COMPLETELY REMOVE TOP 2'3 OF
WIRE BASKET, BURLAP, AND LACING,
AND DISCARD FROM HOLE
PLACE ROOT BALL ON UNDISTURBED
EARTH OR COMPACTED SUBGRADE
NOT=.
/. ALL TREES° ARE TO 8E_ NURSERY GROWN AND LOCALL Y ADAPTED, BALL AND SURLAP
(P&D) PREFERRED.
2 REMOVE AL.L TREATED OR PLASTIC—COATED HURLAP, STRAPPING, 7WINE, OR WIRE
FROM THE ROOT BALL.
J FOR CONTAINER----GRC7WN TREES, GARP—FULLY REMOVE THE PI ANT ,FROM THE
CONTAINER AND CUT ANY MATTED OR CIRC(-ING ROOTS.
4. TREE '/RAP /..S OPTIONAL AND MUST EE REMOVED AFTER THE F/RST GROWING SEASON
5. WATf_R TREE AFTER PLANTING. FOR YUd CH, USF PINE NEEDLES OR SEASONED WOOD
MULCH NO MORE THAN J TO 4 INCHES DEEP
6, S'TA/</1i'G' /5 NOT REO UIR D. /F .TAKING TREES, USE FI EX/RLE J14 - W'OV'EN T/E AND
ALLOW SLACK FOR TREE TO MOVE IN WIND. RLMOd✓E ALL .S'TAR`ES AND TIES AFTER
FIRST YEAR OF GROWTH.
I STANDARD TREE PLANTING DETAIL
NOTE''-
1 $EE Pt 4N F A LCQL'A rjDAf LF AU 7-A E "PRdTFCTI'ON AFNCES.
TAELVDIE 0 HTS' ❑TING- DF, 5" IN& K I ED AAIOFf TC,LANl7;TIITHEUUUUNLE
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THE�LlRBAN FOREST4R pR HIS 'OES�GN l
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REMOVE ALL DEAD, BROKEN,
DISEASED AND WEAK BRANCHES
AT TIME OF PLANTING INSTALL SHRUBS SO THAT TOP OF THE
ROOTBALL IS AT THE SAME GRADE AS
ORIGINALLY GROWN OR 1-2" ABOVE IN
POOR DRAINING SOILS. DO NOT COVER
THE TOP OF THE ROOTBALL WITH SOIL
PROVIDE MULCH UP AND OVER SAUCER
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3" SHREDDED HARDWOOD MULCH
6" KEEP AWAY FROM TRUNK
- REMOVE ALL STRING, WIRE, AND
BURLAP FROM TOP 1/3 OF BALL
- SCARIFY BOTTOM AND SIDES OF PIT
SHRUB PLANTING DETAIL
NO SCALE
WATER WISE PLANTING TECHNIQUES
1. Soil preparation for the entire landscape yard includes the
addition of organic amendments tilled to a depth of eight (8) to
twelve (12) inches.
2. All Plantings in the landscape yards shall be mulched including
interior parking lot islands under five hundred (500) square feet
to a depth of three (3) to four (4) inches and maintained weed
free thereafter.
3. Earthen basins are constructed around the installed plants.
4. Plants, as permitted by this Ordinance, are grouped together
where possible.
5. For establishment and survival, plants shall be watered in the
first year of planting.
6. Irrigation: It is suggested that drip irrigation, which includes drip
masters, be used for required landscaping planting beds during
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supplemental watering can be reduced and used on an as
needed basis.Traditional spray irrigation is prohibited except for
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These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction, bidding,
and/or construction staking without the express
written consent ofTIMMONS GROUP.
REVISIONS
# I MM/DD/YY DESCRIPTION
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Group.
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been confirmed by the U.S. Army
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4. Topography based on USGS
Li DAR.
5. Cowardin Stream
Classifications are based solely
on field observations. No formal
Stream assessment methodology
was completed to determine these
Cowardin Classifications.
These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction, bidding,
and/or construction staking without the express
written consent ofTIMMONS GROUP.
REVISIONS
# I MM/DD/YY I DESCRIPTION
1 1 08/14/19 1 Impacts updated per revised layout.
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Classifications are based solely
on field observations. No formal
Stream assessment methodology
was completed to determine these
Cowardin Classifications.
These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction, bidding,
and/or construction staking without the express
written consent &TIMMONS GROUP.
REVISIONS
# I MM/DD/YY DESCRIPTION
1 1 08/14/19 1 Impacts updated per revised layout.
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4. Topography based on USGS
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These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction, bidding,
and/or construction staking without the express
written consent ofTIMMONS GROUP.
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# I MM/DD/YY I DESCRIPTION
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# MM/DD/YY DESCRIPTION
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4. Topography based on USGS
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Classifications are based solely
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Stream assessment methodology
was completed to determine these
Cowardin Classifications.
These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction, bidding,
and/or construction staking without the express
written consent ofTIMMONS GROUP.
REVISIONS
# I MM/DD/YY DESCRIPTION
1 1 08/14/19 1 Impacts updatedper revised layout.
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4. Topography based on USGS
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5. Cowardin Stream
Classifications are based solely
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Stream assessment methodology
was completed to determine these
Cowardin Classifications.
These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction, bidding,
and/or construction staking without the express
written consent ofTIMMONS GROUP.
REVISIONS
# I MM/DD/YY I DESCRIPTION
1 1 08/14/19 1 Impacts updated per revised layout.
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4. Topography based on USGS
Li DAR.
5. Cowardin Stream
Classifications are based solely
on field observations. No formal
Stream assessment methodology
was completed to determine these
Cowardin Classifications.
These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction, bidding,
and/or construction staking without the express
written consent ofTIMMONS GROUP.
REVISIONS
# I MM/DD/YY I DESCRIPTION
1 1 08/14/19 1 Impacts updated per revised layout.
DRAWING DESCRIPTION
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Stream Buffers (sq. ft)
Stream (If)
Resource
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Stream
Mitigation
Required u
Re q
Wetland
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Required ired
q
Buffer
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POW
NR
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PEM
1:1
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211281
PFO
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-
411562
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W7
911160
POW
NR
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255
PFO
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-
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976
PFO
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111952
-
W10
285
PFO
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570
-
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519
PFO
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111038
-
W 12
111282
PFO
2:1
-
211564
W13
511896
PFO
2:1
-
1111792
-
W 14
711167
PFO
2:1
-
1411334
-
W15
132
PFO
2:1
-
264
-
W16
67
PFO
2:1
-
134
-
W17
87
PFO
2:1
-
174
-
W 18
37354
PFO
2:1
-
67708
-
W19
47935
PFO
2:1
-
92870
-
S1
290
R3
2:1
580
-
-
S1
715
R4
1:1
715
-
-
S2
318
R4
1:1
318
-
-
S3
204
R3
2:1
408
-
-
S4
283
R4
1:1
283
-
-
S5
57
R4
1:1
57
-
-
S6
373
R4
1:1
373
-
-
S7
12480
R3
2:1
211960
-
-
S7
762
R4
1:1
762
-
-
S8
26
R3
2:1
52
-
-
S9
26
R3
2:1
52
-
-
B2 -Z1
5
Zone 1
NR
-
-
-
B2 -Z2
94
Zone 2
NR
-
-
-
B3 -Z1
532609
Zone 1
3:1
-
-
1602827
B3 -Z2
397241
Zone 2
1.5:1
-
-
587862
B4 -Z2
111880
Zone 2
NR
-
-
-
B5 -Z2
111975
Zone 2
NR
-
-
-
B6 -Z1
111707
Zone 1
NR
-
-
-
B6 -Z2
611
Zone 2
NR
-
-
-
B7 -Z1
17561
Zone 1
NR
-
-
-
B7 -Z2
17023
Zone 2
NR
-
-
-
Total
0 sq ft
73,640 sq ft
38,275 sq ft
0 sq ft
0 sq ft
4,902 sq ft
96,804 sq ft
52 If
4 482 If
-
-
6 560 If
1.70 ac
219,689 sq ft
0.0 ac
1.7 ac
0.9 ac
0.0 ac
0.0 ac
0.1 ac
2.2 ac
5.04 ac
NR = Not Required for Mitigation
ublix Distribution Center\GIS\Wetla
mpac1
PROJECT NAME &LOCATION
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DATE
12/18/2018
PROJECT NUMBER
42407
PROJECT NAME
PUBLIX
DESIGNED BY / DRAWN BY
L. MAJOR
1. Waters of the U.S. within the
project study limits have been
located using submeter, Bluetooth
GPS antennas by Timmons
Group.
2.Waters of the U.S. have not
been confirmed by the U.S. Army
Corps of Engineers.
3. Project limits are approximate.
4. Topography based on USGS
Li DAR.
5. Cowardin Stream
Classifications are based solely
on field observations. No formal
Stream assessment methodology
was completed to determine these
Cowardin Classifications.
These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction, bidding,
and/or construction staking without the express
written consent ofTIMMONS GROUP.
REVISIONS
# I MM/DD/YY I DESCRIPTION
1 1 08/14/19 1 Impacts updated per revised layout.
DRAWING DESCRIPTION
PRELIMINARY
JURISDICTIONAL
WATERS OF THE
U.S. IMPACTS MAP
- TABLE
PLANS PRINTED AS 11X17 ARE HALF SCALE
SCALE SHEET NUMBER
H:1 " = 50' 13 OF 13
s\42407-WTIM - Table Sheet.mxd

Attachment 3
Mitigation Information

ROY COOPER
Governor
NCHAE€,.S. PEGAN
stay
TIM BAL)MGARTNER
Director
Mark Miley
Publix North Carolina, LP
T330 Chapel Hill Road, Suite 203
Raleigh, NC 27607
NORTH CAROLINA
Envlroaraeantd Quality
August 14, 2019
Expiration of Acceptance. 2/14/2020
Project: Publix Distribution Center County: Guilford
The purpose of this letter is to notify you that the NCDEO Division of Mitigation Services (DMS) is willing to
accept payment for compensatory mitigation for impacts associated with the above referenced project as
indicated in the table below. Please note that this decision does not assure that participation in the DMS in -
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will
be approved. You must also comply with all other state, federal or local government permits, regulations or
authorizations associated with the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. if we have not
received a copy of the issued 404 Permit/401 Certification within this time frame, this acceptance will
expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS receives a copy
of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must
be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid by an applicant is
calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the
impact amounts shown below,
River Basin Impact Location Impact Type Impact Quantity
(8 -digit HUC
Cape Fear 03030002 Warm Stream 6,666
Cape Fear 03030002 Riparian Wetland 3.39
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The
mitigation will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010 and
15A ICAC 02B.0295 as applicable. Thank you for your interest in the DMS in -lieu fee mitigation program.
If you have any questions or need additional information, please contact Kelly Williams at [phone].
cc: Alissa Bellios, agent
Sincerely,
JamQs. Stanfill
Asset,ktanagement Supervisor
RE1
Nor$Camliina Deparftftmt of EervWo m"itai Quality I DM%im of Mitiga on Services
7r7 W jmwt, RrM 11651. MAI $erW.e Comer j Raleigfk North Carolinti 2.7(99-]W
W.7OM76

WILDLANDS
HOLDINGS
Riparian Buffer Credits Statement of Availability
Cape Fear 02 Jordan Lake - Haw River Subwatershed
June 10, 2019
Mark Miley
Publix Super Market, Inc.
3300 Publix Corporate Parkway, Building #3
Lakeland, FL 33802
RE: Availability of Riparian Buffer Credits for the "Publix" project
Bank Name: South Fork Nutrient Offset & Buffer Mitigation Bank
Bank Sponsor: Wildlands Holdings, IV, LLC
DWR Project Number: 2016-0225v2
Permittee: Publix Super Market, Inc.
Riparian Buffer Credits Available: 4.06acres (176,811.65 sq. ft.)
Cape Fear 03030002 River Basin
Dear Mr. Miley:
Wildlands Holdings IV, LLC currently has sufficient riparian Buffer credits from the South Fork Nutrient
Offset & Buffer Mitigation Bank to satisfy some or all of the riparian buffer mitigation requirements
related to the above-mentioned project (including attached Pine Hill SOA). The project is located within
the service area (HUC 03030002) of the Bank.
This letter is simply a statement of availability of credits as of the date written. Although current
inventory is high, the letter is not a guarantee of availability as credits will be sold on a first come, first
serve basis. An invoice for this transaction will be sent upon your request and we will formally reserve
both the credits and price quoted for a period of 30 days from the invoice at no cost.
Final transfer of the credits will be made upon receipt of a copy of the 401 Water Quality Certification
Authorization Certificate from the NC Department of Environmental Quality approving the Riparian
Buffer mitigation purchase from the Bank and upon receipt of your payment to Wildlands Holdings IV,
LLC. We will then issue a credit transfer certificate verifying your credit purchase to the North Carolina
Division of Water Resources and to you for your records
We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at
205-807-0800 or ihazel hoff@wild landseng.com if you have any questions or need any additional
information.
Wildlands Holding IV, LLC • Wildlands Engineering, Inc • 312 West Millbrook Road, Suite 225, Raleigh, NC 27609

WILDLANDS
HOLDINGS
Sincerely,
Z/
Ian M. Hazelhoff
Wildlands Engineering, Inc.
Land Acquisition
ihazel hoff@wild landseng.com
0: [phone] ex. 120
M: [phone]
Wildlands Holding IV, LLC • Wildlands Engineering, Inc • 312 West Millbrook Road, Suite 225, Raleigh, NC 27609

WILDLANDS
HOLDINGS
Riparian Buffer Credits Statement of Availability
Cape Fear 02 Jordan Lake - Haw River Subwatershed
June 10, 2019
Mark Miley
Publix Super Market, Inc.
3300 Publix Corporate Parkway, Building #3
Lakeland, FL 33802
RE: Availability of Riparian Buffer Credits for the "Publix" project
Bank Name: UT to Pine Hill Branch Nutrient Offset & Buffer Mitigation Bank
Bank Sponsor: Wildlands Holdings, IV, LLC
DWR Project Number: 2017-0886v2
Permittee: Publix Super Market, Inc.
Riparian Buffer Credits Available: 3.30 acres (143,748 sq. ft.)
Cape Fear 03030002 River Basin
Dear Mr. Miley:
Wildlands Holdings IV, LLC currently has sufficient riparian Buffer credits from the UT to Pine Hill Branch
Nutrient Offset & Buffer Mitigation Bank to satisfy some or all of the riparian buffer mitigation
requirements related to the above-mentioned project (including the attached South Fork SOA). The
project is located within the service area (HUC 03030002) of the Bank.
This letter is simply a statement of availability of credits as of the date written. Although current
inventory is high, the letter is not a guarantee of availability as credits will be sold on a first come, first
serve basis. An invoice for this transaction will be sent upon your request and we will formally reserve
both the credits and price quoted for a period of 30 days from the invoice at no cost.
Final transfer of the credits will be made upon receipt of a copy of the 401 Water Quality Certification
Authorization Certificate from the NC Department of Environmental Quality approving the Riparian
Buffer mitigation purchase from the Bank and upon receipt of your payment to Wildlands Holdings IV,
LLC. We will then issue a credit transfer certificate verifying your credit purchase to the North Carolina
Division of Water Resources and to you for your records
We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at
205-807-0800 or ihazel hoff@wild landseng.com if you have any questions or need any additional
information.
Wildlands Holding IV, LLC • Wildlands Engineering, Inc • 312 West Millbrook Road, Suite 225, Raleigh, NC 27609

WILDLANDS
HOLDINGS
Sincerely,
42-1,
Ian M. Hazelhoff
Wildlands Engineering, Inc.
Land Acquisition
ihazelhoff@wild landseng.com
0: [phone] ex. 120
M: [phone]
Wildlands Holding IV, LLC • Wildlands Engineering, Inc • 312 West Millbrook Road, Suite 225, Raleigh, NC 27609

Attachment 4
Indirect and Cumulative Impact Analysis

5410 Trinity Road P 919.859.5663
T I M M O N S GROUP Suite 102 www.timmons.com
Raleiqh, NC 27607
Yntipt vmnH acmirvrn TMAOUGH nLJX%
PUBLIX DISTRIBUATION CENTER
INDIRECT AND CUMULATIVE IMPACT ANALAYSIS
August 16, 2019
f111Jh1YI'lM111L1lY[1]01
The Project is located approximately 5 miles east of Greensboro in Guilford County,
North Carolina and is situated on approximately 342.5 acres located on Highway 70
(Burlington Road) and Birch Creek Road. In addition, there are approximately 11.7
acres of roadway improvements proposed along US 70 for a length of approximately
1.5 mile from Mt. Hope Church Road to Sun Lake Road. Therefore, the total Project
area is approximately 354.2 acres. Road improvements are being permitted
separately by NCDOT (NCDOT TIP Project U-2581BA). Land use at the Project site
includes both forested and maintained areas. Forested areas on the site are
characterized as pine and mixed hardwood communities. Maintained areas at the
Project site include upland grass areas managed as a golf course, multiple structures
associated with the golf course such as a club house and one single-family home.
Birch Creek Road transects the center of the Project site. The Project site is bound
to the north by Highway 70 (Burlington Road). Land use surrounding the site is
comprised of both agricultural and single family, residential properties.
The applicant's purpose and need is to establish a secure corporate campus which:
(1) includes the following components arranged in a contiguous, functional, efficient
manner: refrigerated warehouse, dry warehouse, return center, food manufacturing
facility, parking and staging for tractor trailers, parking for associates and ancillary
support facilities; and (2) is located at a site that will efficiently serve its current and
future grocery stores within North Carolina, South Carolina, and Virginia. The
proposed distribution facility components include a 1.1 million square feet (sq.ft)
refrigerated warehouse, 1.3 million sq.ft. dry warehouse, return center, 120,000
sq.ft. food manufacturing facility, parking and staging areas for tractor trailers,
parking for associates, and ancillary support buildings (Le fleet maintenance, fleet
fueling, dispatch and site security).
To accomplish the goals of the Project, approximately 4,482 linear feet of
permanent/52 linear feet of temporary stream impacts, 0.9 acres of wetland
impacts and 1.7 acres of open water impacts are proposed. These direct impacts
include the fill of wetlands and streams for grading and construction and the
redirection of streams to stormwater control devices. Therefore, the Applicant has
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S i 5410 Trinity Road P 919.859.5663
T I M M O N S GROUP Suite 102 www.timmons.com
Raleiqh, NC 27607
Yntim vmnH acmirvrn TMAOUGH nLJX%
submitted an Individual Permit Request for impacts to wetlands/waters of the U.S.
associated with the Project (DWR: 20190289 & USACE: SAW -2018-00240).
The following analysis provides considerations of the ICI to wetlands/waters and
downstream water quality resources associated with the proposed Project.
2.0 EXISTING CONDITIONS
2.1 Geographic Area
The proposed Publix Distribution Center (Project site) comprises approximately
342.5 acres and is located approximately 5 miles east of Greensboro city limits in
Guilford County, North Carolina (see Appendix B, Figure 1. Vicinity Map). To the
north, the Project site is bound by US -70. The project is bound by forested areas
interspersed with agricultural fields to the south. To the east, the Project site is
bound by forested areas, agricultural fields, and Knox Road. The western side of the
Project is bound by Sprucetree Drive and residential homes. The proposed Project
site is located in the Cape Fear River Basin (HUC 030300020303) within the Lower
Little Alamance Creek sub -watershed which is within the Jordan Lake Watershed.
All surface waters drain to Little Alamance Creek, located approximately 2 miles to
the south east. The property is located within the Piedmont Physiographic Province.
2.2 Land Use and Zoning
Access to the industrial zone parcel is via US -70, which borders the Project site to
the north or Birch Creek Road which bisects the Project site from north to south.
The portion of Birch Creek Road running through the project limits has been
formally closed by NCDOT. Properties that utilized this section of road for access to
US -70 are either now part of this project or will access the public road network
using other right-of-way to the south. No properties have been left without access
to a public right-of-way. Current land use at the Project site includes both forested
and maintained areas. Forested areas on the site are characterized as pine and
mixed hardwood communities. Maintained areas at the Project site include upland
grass areas previously managed as a golf course, an open water pond, multiple
structures associated with the golf course such as a club house, one single-family
home, and maintained transportation corridors. Land use surrounding the proposed
Project site is predominately comprised of undeveloped forested lands interspersed
with agricultural fields and single-family residential homes.
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TIMMONS GROUP
rutin rmoN acmirvFn TT AOUGN nLJX%
5410 Trinity Road P 919.859.5663
Suite 102 www.timmons.com
Raleiqh, NC 27607
The Project site has moderate slopes along a ridgeline that bisects the center of the
property. Elevations range from 628 feet above mean sea level (MSL) to 726 feet
MSL within the Project site Boundaries. Surface waters drain to Little Alamance
Creek, located approximately 2 miles to the south east of the Project site.
Jurisdictional Waters of the U.S. at the Project site include open waters, wetlands
and streams and are primarily characterized as farm ponds, small headwater
wetland systems and 1St and 2nd order streams. There are no wetlands, open water,
stream and associated upland buffers within the Project Area that are under a deed
restriction, conservation easement restrictive covenant, or other land use protective
instruments.
3.0 INDIRECT IMPACTS
Indirect impacts to water quality resources are generally linked to fill impacts
within jurisdictional wetlands/waters. The indirect impacts that can result generally
include changes in downstream wetland functions and/or changes in the
physical/biological characteristics of a water resource downstream of the direct
impact. The most likely indirect impacts to occur in connection with the types of
direct impacts associated with this proposed Project are summarized in Table 1.
Table 1. Project related Direct Impacts and possible Indirect Impacts
Direct Impact
Indirect Impact
- Changes in hydrology
Filling a portion of a
- Creation of disturbed/non-wetland conditions
"edge"
wetland/water
- Fragmentation/Creation of new
- Interruption of migratory bird routes
- Introducing human activity (noise, disturbance, etc.)
Installing a culvert or
-Alteration of water levels or flow patterns
changing existing culvert
Stream relocations
- Changes in flow characteristics, turbidity
New stormwater discharge
- Alteration of water levels or flow patterns
locations
- Introduce sediments or nutrients.
The proposed Project has minimized the possibility of these indirect impacts
through implementation of planning practices which reduce the influence of direct
impacts on downstream water quality. These efforts include:
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T I M M O N S GROUP Suite 102 www.timmons.com
Raleiqh, NC 27607
Yntim vmnH acmirvrn TMAOUGH nLJX%
1. Avoidance/minimization of direct wetlands/waters impacts through
innovative site planning and utilization of confirmed wetland delineation
2. Minimization of partial wetland/stream impacts
3. Minimization of impacts to drainageways and floodplains
4. Strict adherence to all state and local stormwater and sediment and erosion
control regulations
5. Detention to the 1 -year, 24 hour -storm to pre -development discharge levels
6. Site design that maintains pre -development drainage patterns
7. Maintaining discharge volumes to pre -development rates
8. SCM's designed to hydrate remaining stream "tails"
9. Diffuse flow at outfalls to prevent erosion due to point discharge
10. Strict Adherence to stream buffer ordinances
Although indirect impacts may occur, the overall scope and nature of these impacts
are believed to be minimal in comparison with the overall scope of the proposed
Project. Therefore, indirect impacts are not expected to significantly contribute to
overall cumulative impacts or cause a violation of downstream water quality
standards.
The cumulative impacts of an action may be undetectable but can add to other
disturbances and eventually lead to a measurable environmental change. Within the
context of water quality, impairment associated with cumulative impacts are usually
tied to stormwater runoff that can increase with land development activities, based
on the current and future planned land uses.
4.1 Affected Resources
The primary resources of concern in this indirect and cumulative impact analysis
include those features which are integral to onsite and downstream water quality.
These features include the main drainage features which occur onsite and
immediately downstream. The NC Division of Water Resources (NCDWR) provides
Stream Index Numbers for these features as follows:
• Little Alamance Creek: 16-19-3-(0.5)
• Big Alamance Creek: 16-19-(2.5)
• Big Alamance Creek: 16-19-(4.5)a
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T I M M O N S GROUP Suite 102 www.timmons.com
Raleiqh, NC 27607
Yntim vmnH acmirvrn TMAOUGH nLJX%
All these waterways have a NCDWR Primary Stream designation of being in a water
supply for drinking, culinary, or food processing purposes in moderately to highly
developed watersheds or protected areas. These are also nutrient sensitive waters
needing additional nutrient management due to being subject to excessive growth of
microscopic or macroscopic vegetation. Big Alamance Creek, (16-19-(4.5)a is
designated as impaired for Cat. 5.
The ecological condition of rivers and streams is dependent on the state of their
watersheds, and therefore, the streams and rivers surrounding the Project area have
previously been influenced and compromised by past development. Practices such
as agriculture, silviculture, residential development, and introduction of invasive
species have resulted in the degradation of these waterways.
In addition, the surrounding development, intensively managed turf, and placement
of ponds at headwaters have likely adversely affected stream water quality, habitat,
and biological communities through increased sedimentation, larger inputs of
nutrients (e.g., nitrogen, phosphorous) and pollutants (e.g., heavy metals, synthetic
chemicals, toxic organics), and altered stream hydrology. Currently, according to the
NC DEQ 2018 Final 303(d) List and 2014 Integrated Report, Big Alamance Creek,
(16-19-(4.5)a is designated as impaired and needing a TMDL. As a result of historic
landscape alterations, these water resources likely now typically experience higher
peak flows resulting in channel scouring and widening as well as non -point source
pollution.
5.0 QUALITATIVE ANALYSIS OF WATER QUALITY IMPACTS
5.1 Growth Inducement
DWQ's Cumulative Impact Policy, dated April 10, 2004, page 2, provides Question
1.a: "Is growth likely to be induced by the project?" as a sequential question to
address for quantitative analysis. The discussion follows below.
North Carolina Department of Commerce Tier Ranking
The North Carolina Department of Commerce annually ranks the state's 100
counties based on economic well-being and assigns each one a Tier designation.
This Tier system is incorporated into various state programs to encourage economic
activity in the less prosperous areas of the state. The Tiers are calculated using four
factors:
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Raleiqh, NC 27607
rntim vmoN acmirvFn THFint1GH nhitt
• Average unemployment rate
• Median household income
• Percentage growth in population
• Adjusted property tax base per capita
The 40 most distressed counties are designated as Tier 1, the next 40 as Tier 2, and
the 20 least distressed as Tier 3. Guilford County was ranked Tier 2 among the most
economically distressed counties for 2017 and 2018, according to the Department
of Commerce's annual ranking.
Guildord County Employment Outlook
Based on the 2016 Census data, 28.4% of Greensboro residents and 17.6% of
Guilford County residents are below the poverty level. Eastern Guilford County is
identified by local officials as especially in need of employment opportunities. The
proposed project would add 1,000 jobs with an average pay of $42,000 to $44,000.
These wages are double the current average income for a family of four currently
living in poverty. Furthermore, these jobs will ensure reduced premiums for
employees for health care coverage, short term and long-term disability insurance,
access to affordable vision and dental insurance, 401k match, employee -stock
ownership plan, and access to hot meals during scheduled shift.
The site is situated in eastern Guilford County and just off Interstates 40 and 85,
which makes it highly accessible and within a 22 -minute commute time (regional
average) of Alamance County and 30 -minute commute time to Orange County, two
of the fastest growing areas of North Carolina. According to the Greensboro
Chamber of Commerce, eastern Guilford County is considered to be a traditionally
underserved area in terms of employment opportunities, particularly since the exit
of the textiles industry over the past one and a half decades. Publix proposes a
logistics operation offering approximately 1,000 new jobs.
Growth is therefore likely to be induced by the proposed Project due to the number
of jobs to be created by the distribution facility, which in turn will stimulate the
need for additional small businesses and supporting commercial and residential
uses.
5.2 Existing Water Use Impacts
DWQ's Cumulative Impact Policy, dated April 10, 2004, page 2, provides Question
1.b: "Are existing uses of the water (as reflected in the classification of the waters)
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T I M M O N S GROUP Suite 102 www.timmons.com
Raleiqh, NC 27607
rutin ris oN ar.HirvFn TMAOUGH nLJX%
likely to be impacted by the growth?" as a sequential question to address for
quantitative analysis. The discussion follows below.
The DEQ Water Supply Protection Program sets forth minimum statewide water
supply watershed protection requirements for Water Supply Classification.
Currently, the two larger water resources downstream of the Project area are Little
Alamance Creek and Big Alamance Creek. These water resources are not designated
Water Supply, High Quality (HQW) or Outstanding Resource (ORW) waters, and do
not flow into bodies of water that have these designations. Due to the location of
these water resources within the Piedmont region, they are also not designated
Trout Waters or Commercial Shellfishing waters.
However, these water sources are listed as WS -IV and WS -V waters, indicating
protection for use for activities such as secondary recreation (i.e. boating, wading),
fishing, and agriculture. Currently, according to the NC DEQ 2018 Final 303(d) List
and 2014 Integrated Report, Little Alamance Creek and Big Alamance Creek 16-19-
(2.5) are listed as supporting its designated use while Big Alamance Creek 16-19-
(4.5)a is impaired and in a critical area.
Indirect and cumulative impacts resulting from the proposed Project will include
increases in pollutant loads from point sources, but particularly nonpoint sources of
pollution to these downstream water resources. Additionally, changes in existing
hydrology to streams both within and downstream of the proposed Project could
also affect water quality via increased pollutant, nutrient, and sediment loads. This
will be mitigated by strict adherence to Erosion and Sediment Controls during
construction and engineering design. In accordance with the City of Greensboro's
certification of Stormwater Quantity Control, the stormwater will be designed to
reduce the peak flow rates in the pose development, 1 year, 2 year, and 10 year, 24 -
HR storm events to predevelopment flow rates. In accordance with Guilford
County's statement of runoff control, selected measures on the plan will meet or
exceed the guidelines in the latest edition of the Guilford County Water Quality
Protection Manual issued by Guildford County. All residual unimpacted wetland and
stream features are not anticipated to be secondarily impacted by loss of hydrology
due to the placement of outfall structures.
The anticipated direct impacts to water quality will be mitigated through strict
adherence to all state and local stormwater, erosion, and sediment control measures
(see Erosion Control Plan included in Sheets C-100 through C-315 of Attachment 1).
These measures are designed to reduce direct effects to water quality such as runoff,
nutrients, and sediment to downstream waterbodies. Reducing direct impacts to
water quality will ultimately reduce indirect impacts to water quality. Adherence to
CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION
SERVICES
7of10

S i 5410 Trinity Road P 919.859.5663
T I M M O N S GROUP Suite 102 www.timmons.com
Raleiqh, NC 27607
Yntim vmnH acmirvrn TMAOUGH nLJX%
water protection control measures within the watershed will generally provide
sufficient controls and allow downstream resources to retain preconstruction
hydrological and water quality conditions despite growth in the Project area.
Furthermore, some aspects of downstream water quality could likely be improved
by the proposed Project through the removal of Project lands from the intensively
managed turf practices of the golf courses, producing high nutrient loading from
heavy irrigation and fertilization practices.
Existing uses of the water resources in the watershed are therefore not likely to be
significantly impacted by the growth due to adherence to stormwater, erosion, and
sediment control measures implemented as part of the proposed growth, and by
minimization and avoidance of impacts to streams, wetlands, drainageways and
floodplains through the appropriate regulatory permit review processes.
5.3 Additional Regulatory Measures
DWQ's Cumulative Impact Policy, dated April 10, 2004, page 3, provides Question
1.c: "Are additional regulatory measures needed? (i.e., are there existing regulatory
program which can address these impacts?)" as a sequential question to address for
quantitative analysis. The discussion follows below.
Greensboro Stormwater Management Manual
In accordance with the City of Greensboro's Stormwater Management Manual,
pursuant to generally accepted engineering standards in the community, the site
will be certified from a professional engineer that runoff from the first inch of
rainfall from the areas that are required to be controlled per 30-12-3.12 of the
Greensboro Land Development ordinance will be controlled by the permanent
engineered stormwater quality control that has been designed to meet or exceed the
requirements in the management manual.
The Stormwater control structures shown on the plans will be designed to reduce
peak flow rates in the post -development, 1 -year, 2 -year, and 10 -year, 24-hour storm
events to predevelopment flow rates.
Guilford County Water Quality Protection Manual
The runoff control measure(s) will be designed to control and treat stormwater
runoff from the first one inch of rain from all built -upon areas over the total
drainage area and the discharge of the storage volume a rate equal to or less than
CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION
SERVICES
8of10

S i 5410 Trinity Road P 919.859.5663
T I M M O N S GROUP Suite 102 www.timmons.com
Raleiqh, NC 27607
Yntim vmnH acmirvrn TMAOUGH nLJX%
the predevelopment discharge rate for the 1 -year, 24-hour storm and that the runoff
control measures on the plan will meet or exceed the guidelines in the latest edition
of the Guilford County Water Quality Protection Manual issued by Guilford County.
As additional measure to preserve and enhance water quality, a conservation area is
proposed around the perimeter of the site to protect surrounding wetlands, streams
and riparian buffers. Supplemental buffer plantings are also proposed.
The project would also be required to comply with National Pollutant Discharge
Elimination System (NPDES) Stormwater Program permit requirements, which
would result in a reduction in the volume and rate of surface runoff compared to
existing conditions. The quantity of runoff reduction would depend on the actual
design of open space, pervious areas, run-off retention, and the implementation of
Low Impact Development practices. As such, these regulatory compliance measures
would therefore eliminate the need for additional regulatory measures, ordinances,
or programs to address impacts from stormwater runoff.
6.0 Conclusions
The proposed Project would support and facilitate planned growth designed to
improve the economic condition of Guilford County. Although cumulative and
indirect impacts are likely to occur as a result of the proposed Project, these impacts
should be minimal as a result of strict adherence to all state and local stormwater
regulation and sediment and erosion controls. The overall scope and nature of the
direct, indirect, and cumulative impacts are believed to be minimal in comparison
with the overall nature of the proposed Project. In addition, since stormwater
regulations in Guilford County will continue to evolve, future water resource
conditions in the Project area will likely benefit from the implementation of
improved stormwater treatment and detention measures for any potential new
development. Therefore, cumulative and indirect impacts are not expected to cause
a violation of downstream water quality standards in association with the proposed
Project.
CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS
SERVICES
9of10
LANDSCAPE ARCHITECTURE I CONSTRUCTION

S i 5410 Trinity Road P 919.859.5663
T I M M O N S GROUP Suite 102 www.timmons.com
Raleiqh, NC 27607
rntim vmoN acmirvFn THFint1GH [}flit%
7.0 References
DWQ. 2004. Final Version of DWQ Cumulative Impact Policy.
https:-//files.nc.gov/ncdeq./Water%20Quality/Surface%2OWater%20Protecti
on/401/Policies Guides Manuals/Cumulative Imp actPolicy..pdf.
NC Department of Commerce. 2019. County Distress Rankings (Tiers).
https:I jwww.nccommerce.com[grants-incentives/county-distress-rankings -
tiers.
NC Department of Environmental Quality. 2014. 2014 Category 5 Water Quality
Assessments -303(d) List. Dec. 19, 2014.
https: [/deq.nc.gov/about/divisions(water-resources [planning/modeling-
assessment/water-quality-data-assessment/integrated-report-files.
NC Department of Environmental Quality. 2014. 2014 Integrated Report Mapper.
https: [/ncdenr.maps.arcgis.com/apps/webappviewer/index.html?id=dcb44
280272e4ac49d9a86b999939fec.
NC Department of Environmental Quality. 2018. 2018 NC Category 5 Assessments
"303(d) List" Final. June 3, 2019. https:-//deq..nc.gov/about/divisions/water-
resources,/planning/modeling-assessment/water-quality-data-
assessment/integrated-report-files.
NC Department of Environmental Quality. 2019. Classifications.
https: [/deq.nc.gov/about/divisions/water-
resources [planning/classification-
standards/classifications#DWRPrimaryClassification.
NC Department of Water Resources. 2019. Water Supply Classifications.
https: [/ncdenr.maps.arcgis.com/apps/webappviewer/index.html?id=80b5a3
634eda417880aa6d2abddfb6f2.
CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS
SERVICES
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LANDSCAPE ARCHITECTURE I CONSTRUCTION

Attachment 5
On -Site Alternative Supporting Mapping

Legend
- Project Study Limits - 342.5 Acres
F LOD
Limits of Disturbance - 235.1 Acres
S GOI —
Zone 1 Buffer Impacts - 4.9 Acres
Zone 2 Buffer Impacts -3.5 Acres
Stream Impacts - 71154 If
Perennial Stream (R3)
Intermittent Stream (R4)
Stream Top of Bank
----- Stream Buffers
Wetland Impacts - 5.1 Acres
Wetlands
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DATE
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PROJECT NUMBER
42407
PROJECT NAME
PUBLIX
DESIGNED BY/ DRAWN BY
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1. Waters of the U.S. within the
project study limits have been
located using submeter, Bluetooth
GPS antennas by Timmons
Group.
2.Waters of the U.S. have not
been confirmed by the U.S. Army
Corps of Engineers.
3. Project limits are approximate.
4. Topography based on USGS
Li DAR.
5. Cowardin Stream
Classifications are based solely
on field observations. No formal
Stream assessment methodology
was completed to determine these
Cowardin Classifications.
These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction, bidding,
and/or construction staking without the express
written consent ofTIMMONS GROUP.
REVISIONS
I#I MM/DD/YY I DESCRIPTION
DRAWING DESCRIPTION
ALTERNATIVE
PRELIMINARY
JURISDICTIONAL
WATERS OF THE
U.S. IMPACTS MAP
SCALE (FEET)
Moll
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SCALE I SHEET NUMBER
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\42407-WTIM On -Site Alt1.mxd

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Project Study Limits - 342.5 Acres
r LOD
Limits of Disturbance - 270.0 Acres
----- Stream Buffers
Stream Impacts - 41718 If
Perennial Stream (R3)
Intermittent Stream (R4)
Stream Top of Bank
Wetland Impacts - 0.7 Acres
Wetlands
Zone 1 Buffer Impacts - 2.8 Acres
Zone 2 Buffer Impacts - 1.9 Acres
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PROJECT NUMBER
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PROJECT NAME
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DESIGNED BY / DRAWN BY
L. MAJOR
1. Waters of the U.S. within the
project study limits have been
located using submeter, Bluetooth
GPS antennas by Timmons
Group.
2.Waters of the U.S. have not
been confirmed by the U.S. Army
Corps of Engineers.
3. Project limits are approximate.
4. Topography based on USGS
Li DAR.
5. Cowardin Stream
Classifications are based solely
on field observations. No formal
Stream assessment methodology
was completed to determine these
Cowardin Classifications.
These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction, bidding,
and/or construction staking without the express
written consent ofTIMMONS GROUP.
REVISIONS
I#I MM/DD/YY I DESCRIPTION
DRAWING DESCRIPTION
ALTERNATIVE
PRELIMINARY
JURISDICTIONAL
WATERS OF THE
U.S. IMPACTS MAP
SCALE (FEET)
Moll
O 300
VOO
PLANS PRINTED A ARE HALF SCALE
SCALE I SHEET NUMBER
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\42407-WTIM On -Site Alt2.nnxd

Attachment 6
Off -Site Alternative Supporting Mapping

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Attachment 7
Traffic Study

0 Targeted Area
4 Site Alternative —Mileage comparison only
Traffic Patterns and Detail Routing
Transportation Lane Assignment
Inbound Considerations N/A

' -"�K NTUCKY
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Area was center of
gravity solution
• Greensboro Area was
determined to be
optimal

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Site Name
Triad
Youngs •
Carroll • .
Reedy • •
2028
16, 974, 494
171 667, 686
17, 754,437
17, 378,162

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Triad 209.3 miles in 04:05 routes north • ..
do not take Interstate
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Carrol 281.0 miles in 04:55
. .
Triad 293.7 miles in 04:52
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23 Miles and 34 Minutes Travel
Between Carroll and Triad

DC Name
Carrier Fla
Product
Name
Year
Stores Serviced
YearlyShipments
YearlyMiles
Transportation Costs
Ca rrol I Outs i de Ca rrier BXMD 2021
Ca rrol I IPubI ix Fleet BXMD 2021
19 1,387
133 7,568
412,057 $1,755,62
2,380,698 $4,492,722
$1,557,305
756175 $3,267,382
$7,874.980
Carroll
Outs ideCarrier
Frozen
2021
28
1,151353869
Carroll
PublixFleet
Frozen
2021
124
4,4611,412,256$2,745,92
Carroll Outs ideCarrier
Carroll PublixFleet
Produce
12021
21
250
Produce 2021
131
12,946411922
Triad Outs i de Ca rrier
BXMD
2021
2021
2021
23
129
31
1,556474,305
7,39
1,244394,452
2,212,23
$2,015,003
$4,229,57
$1,728,367
$4,133,850
7130041
Triad Pu bl ix Fleet
Triad OutsideCarrier
BXMD
Frozen
Triad
PublixFleet
Frozen
2021
121
4,3681,306,907$2,581,029
Triad
Outs ideCarrier
Produce
2021
28
310
959819
Triad PublixFleet
Produce
12021
1 12
1235
366488

DC Name
Carrier Fla
Product
Name
Year
Stores Serviced
YearlyShipments
YearlyMiles
Transportation Costs
Ca rrol I Outs i de Ca rrier BXMD 2028
Carroll IPubI ix F1 eet BXMD 2028
33 2,403 723,585 $3,078,23
210 13,8864,427,044$8,333,873
46 2,041 638,75 $2,804,025
197 8,207 2,633,8721 $5,108,441
35 4,3 3 1,317,428 $5,681,89
208 23,76C 7,677,790 $14 635 77
Ca rrol I
Outs i de Ca rrier
Frozen
2028
Ca rrol I
Publ ix Fleet
Frozen
2028
Ca rrol I Outs ide Ca rrier
Ca rrol l Pu b I ix Fleet
Produce
12028
Prod u ce 2028
Triad Outs i de Ca rrier
BXMD
2028
2028
2028
47
196
58
3,15S 964,16
13,13C 3,953,312
2,43E 778,18
$4,095,705
$7,550,58
$3,406,641
$4,658,78
$8,230,36
$12,743,80
Triad Pu bl ix Fleet
Tri a d Outs i de Ca rrier
BXMD
Frozen
Triad
PublixFleet
Frozen
2028
185
7,811236248
Triad
Outs ide Carrier
Produce
2028
54
6,158191149
Triad PublixFleet
Produce
12028
1 1891
2190
6,560,2051
$39,642,235