73.500
0.00 0.00
0.003
0 0.18
73.583
0.00 0.00
0.003
0 0.18
73.667
0.00 0.00
0.003
0 0.18
73.750
0.00 0.00
0.003
0 0.18
73.833
0.00 0.00
0.003
0 0.18
73.917
0.00 0.00
0.003
0 0.17
74.000
0.00 0.00
0.003
0 0.17
74.083
0.00 0.00
0.003
0 0.17
74.167
0.00 0.00
0.003
0 0.17
74.250
0.00 0.00
0.003
0 0.17
74.333
0.00 0.00
0.003
0 0.17
74.417
0.00 0.00
0.003
0 0.16
74.500
0.00 0.00
0.003
0 0.16
74.583
0.00 0.00
0.003
0 0.16
74.667
0.00 0.00
0.003
0 0.16
74.750
0.00 0.00
0.003
0 0.16
74.833
0.00 0.00
0.003
0 0.16
74.917
0.00 0.00
0.003
0 0.16
75.000
0.00 0.00
0.003
0 0.15
75.083
0.00 0.00
0.003
0 0.15
75.167
0.00 0.00
0.003
0 0.15
75.250
0.00 0.00
0.003
0 0.15
75.333
0.00 0.00
0.003
0 0.15
75.417
0.00 0.00
0.003
0 0.15
75.500
0.00 0.00
0.003
0 0.15
75.583
0.00 0.00
0.003
0 0.14
75.667
0.00 0.00
0.003
0 0.14
75.750
0.00 0.00
0.003
0 0.14
75.833
0.00 0.00
0.003
0 0.14
75.917
0.00 0.00
0.003
0 0.14
76.000
0.00 0.00
0.003
0 0.14
76.083
0.00 0.00
0.003
0 0.14
76.167
0.00 0.00
0.003
0 0.14
76.250
0.00 0.00
0.003
0 0.13
76.333
0.00 0.00
0.002
0 0.13
76.417
0.00 0.00
0.002
0 0.13
76.500
0.00 0.00
0.002
0 0.13
76.583
0.00 0.00
0.002
0 0.13
76.667
0.00 0.00
0.002
0 0.13
76.750
0.00 0.00
0.002
0 0.13
76.833
0.00 0.00
0.002
0 0.13
76.917
0.00 0.00
0.002
0 0.12
77.000
0.00 0.00
0.002
0 I I
I I 0.12
77.083
0.00 0.00
0.002
0 0.12
77.167
0.00 0.00
0.002
0 0.12
77.250
0.00 0.00
0.002
0 0.12
77.333
0.00 0.00
0.002
0 0.12
77.417
0.00 0.00
0.002
0 0.12
77.500
0.00 0.00
0.002
0 0.12
77.583
0.00 0.00
0.002
0 0.12
77.667
0.00 0.00
0.002
0 0.11
77.750
0.00 0.00
0.002
0 0.11
77.833
0.00 0.00
0.002
0 0.11
77.917
0.00 0.00
0.002
0 0.11
78.000
0.00 0.00
0.002
0 0.11
78.083
0.00 0.00
0.002
0 0.11
78.167
0.00 0.00
0.002
0 0.11
78.250
0.00 0.00
0.002
0 0.11
78.333
0.00 0.00
0.002
0 0.11
78.417
0.00 0.00
0.002
0 0.11
78.500
0.00 0.00
0.002
0 0.10
78.583
0.00 0.00
0.002
0 0.10
78.667
0.00 0.00
0.002
0 0.10
78.750
0.00 0.00
0.002
0 0.10
78.833
0.00 0.00
0.002
0 0.10
78.917
0.00 0.00
0.002
0 0.10
79.000
0.00 0.00
0.002
0 0.10
79.083
0.00 0.00
0.002
0 0.10
79.167
0.00 0.00
0.002
0 0.10
79.250
0.00 0.00
0.002
0 0.10
79.333
0.00 0.00
0.002
0 0.09
79.417
0.00 0.00
0.002
0 0.09
79.500
0.00 0.00
0.002
0 0.09
79.583
0.00 0.00
0.002
0 0.09
79.667
0.00 0.00
0.002
0 0.09
79.750
0.00 0.00
0.002
0 0.09
79.833
0.00 0.00
0.002
0 0.09
79.917
0.00 0.00
0.002
0 0.09
80.000
0.00 0.00
0.002
0 0.09
80.083
0.00 0.00
0.002
0 0.09
80.167
0.00 0.00
0.002
0 0.09
80.250
0.00 0.00
0.002
0 0.09
80.333
0.00 0.00
0.002
0 0.08
80.417
0.00 0.00
0.002
0 0.08
80.500
0.00 0.00
0.002
0 0.08
80.583
0.00 0.00
0.002
0 0.08
80.667
0.00 0.00
0.002
0 0.08
80.750
0.00 0.00
0.002
0 0.08
80.833
0.00 0.00
0.001
0 0.08
80.917
0.00 0.00
0.001
0 0.08
81.000
0.00 0.00
0.001
0 0.08
81.083
0.00 0.00
0.001
0 0.08
81.167
0.00 0.00
0.001
0 I I
I I 0.08
81.250
0.00 0.00
0.001
0 0.08
81.333
0.00 0.00
0.001
0 0.08
81.417
0.00 0.00
0.001
0 0.08
81.500
0.00 0.00
0.001
0 0.07
81.583
0.00 0.00
0.001
0 0.07
81.667
0.00 0.00
0.001
0 0.07
81.750
0.00 0.00
0.001
0 0.07
81.833
0.00 0.00
0.001
0 0.07
81.917
0.00 0.00
0.001
0 0.07
82.000
0.00 0.00
0.001
0 0.07
82.083
0.00 0.00
0.001
0 0.07
82.167
0.00 0.00
0.001
0 0.07
82.250
0.00 0.00
0.001
0 0.07
82.333
0.00 0.00
0.001
0 0.07
82.417
0.00 0.00
0.001
0 0.07
82.500
0.00 0.00
0.001
0 0.07
82.583
0.00 0.00
0.001
0 0.07
82.667
0.00 0.00
0.001
0 0.07
82.750
0.00 0.00
0.001
0 0.06
82.833
0.00 0.00
0.001
0 0.06
82.917
0.00 0.00
0.001
0 0.06
83.000
0.00 0.00
0.001
0 0.06
83.083
0.00 0.00
0.001
0 0.06
83.167
0.00 0.00
0.001
0 0.06
83.250
0.00 0.00
0.001
0 0.06
83.333
0.00 0.00
0.001
0 0.06
83.417
0.00 0.00
0.001
0 0.06
83.500
0.00 0.00
0.001
0 0.06
83.583
0.00 0.00
0.001
0 0.06
83.667
0.00 0.00
0.001
0 0.06
83.750
0.00 0.00
0.001
0 0.06
83.833
0.00 0.00
0.001
0 0.06
83.917
0.00 0.00
0.001
0 0.06
84.000
0.00 0.00
0.001
0 0.06
84.083
0.00 0.00
0.001
0 0.06
84.167
0.00 0.00
0.001
0 0.06
84.250
0.00 0.00
0.001
0 0.05
84.333
0.00 0.00
0.001
0 0.05
84.417
0.00 0.00
0.001
0 0.05
84.500
0.00 0.00
0.001
0 0.05
84.583
0.00 0.00
0.001
0 0.05
84.667
0.00 0.00
0.001
0 0.05
84.750
0.00 0.00
0.001
0 0.05
84.833
0.00 0.00
0.001
0 0.05
84.917
0.00 0.00
0.001
0 0.05
85.000
0.00 0.00
0.001
0 0.05
85.083
0.00 0.00
0.001
0 0.05
85.167
0.00 0.00
0.001
0 0.05
85.250
0.00 0.00
0.001
0 0.05
85.333
0.00 0.00
0.001
0 I I
I I 0.05
85.417
0.00 0.00
0.001
0 0.05
85.500
0.00 0.00
0.001
0 0.05
85.583
0.00 0.00
0.001
0 0.05
85.667
0.00 0.00
0.001
0 0.05
85.750
0.00 0.00
0.001
0 0.05
85.833
0.00 0.00
0.001
0 0.05
85.917
0.00 0.00
0.001
0 0.05
86.000
0.00 0.00
0.001
0 0.04
86.083
0.00 0.00
0.001
0 0.04
86.167
0.00 0.00
0.001
0 0.04
86.250
0.00 0.00
0.001
0 0.04
86.333
0.00 0.00
0.001
0 0.04
86.417
0.00 0.00
0.001
0 0.04
86.500
0.00 0.00
0.001
0 0.04
86.583
0.00 0.00
0.001
0 0.04
86.667
0.00 0.00
0.001
0 0.04
86.750
0.00 0.00
0.001
0 0.04
86.833
0.00 0.00
0.001
0 0.04
86.917
0.00 0.00
0.001
0 0.04
87.000
0.00 0.00
0.001
0 0.04
87.083
0.00 0.00
0.001
0 0.04
87.167
0.00 0.00
0.001
0 0.04
****************************HYDROGRAPH DATA**************************** Number of intervals = 1046
Time interval = 5.0 (Min.)
Maximum/Peak flow rate = 2.194 (CFS)
Total volume = 0.906 (Ac.Ft)
Status of hydrographs being held in storage
Stream 1 Stream 2 Stream 3 Stream 4 Stream 5
Peak (CFS) 0.000 0.000 0.000 0.000 0.000
Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000
***********************************************************************
FLOOD HYDROGRAPH ROUTING PROGRAM
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2018
Study date: 08/22/22
TTM 20372
Basin Routing - DA 1
10 yr
24 hr
Program License Serial Number 6481
-------------------------------------------------------------------- ********************* HYDROGRAPH INFORMATION ********************** From study/file name: 173postuh12410.rte
****************************HYDROGRAPH DATA**************************** Number of intervals = 294
Time interval = 5.0 (Min.)
Maximum/Peak flow rate = 12.796 (CFS)
Total volume = 1.501 (Ac.Ft)
Status of hydrographs being held in storage
Stream 1 Stream 2 Stream 3 Stream 4 Stream 5
Peak (CFS) 0.000 0.000 0.000 0.000 0.000
Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000
*********************************************************************** ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 201.000 to Point/Station 202.000 **** RETARDING BASIN ROUTING ****
User entry of depth -outflow -storage data
-------------------------------------------------------------------- Total number of inflow hydrograph intervals = 294
Hydrograph time unit = 5.000 (Min.)
Initial depth in storage basin = 0.00(Ft.)
-------------------------------------------------------------------- -------------------------------------------------------------------- Initial
basin
depth =
0.00 (Ft.)
Initial
basin
storage
= 0.00 (Ac.Ft)
Initial
basin
outflow
= 0.00 (CFS)
-------------------------------------------------------------------- Depth vs. Storage and
Depth vs.
Discharge
data:
Basin Depth
Storage
Outflow
(S-0*dt/2)
(S+0*dt/2)
(Ft.)
--------------------------------------------------------------------- (Ac.Ft)
(CFS)
(Ac.Ft)
(Ac.Ft)
0.000
0.000
0.000
0.000
0.000
3.000
0.056
0.076
0.056
0.056
4.000
0.070
0.076
0.070
0.070
5.000
0.127
0.076
0.127
0.127
6.000
0.207
0.076
0.207
0.207
6.170
0.225
0.821
0.222
0.228
6.330
0.243
2.194
0.235
0.251
7.000
0.314
2.194
0.306
0.322
8.000
0.448
2.194
0.440
0.456
8.170
0.476
4.438
0.461
0.491
8.330
0.503
8.885
0.472
0.534
9.000
0.613
17.000
0.554
0.672
Hydrograph Detention Basin Routing
Graph values: 'I'=
unit inflow; 'O'=outflow at time shown
Time
--------------------------------------------------------------------- Inflow
Outflow
Storage
Depth
(Hours)
(CFS)
(CFS)
(Ac.Ft)
.0 3.2 6.40 9.60
12.80 (Ft.)
0.083
0.02 0.00
0.000
0 0.00
0.167
0.12 0.00
0.001
0 0.03
0.250
0.25 0.00
0.002
0 0.10
0.333
0.30 0.01
0.004
0 0.20
0.417
0.32 0.01
0.006
0 0.31
0.500
0.32 0.01
0.008
0 0.43
0.583
0.33 0.01
0.010
0 0.54
0.667
0.33 0.02
0.012
0 0.66
0.750
0.33 0.02
0.014
0 0.77
0.833
0.33 0.02
0.017
0 0.88
0.917
0.33 0.03
0.019
0 1.00
1.000
0.33 0.03
0.021
0 1.11
1.083
0.33 0.03
0.023
0 1.22
1.167
0.33 0.03
0.025
0 1.33
1.250
0.33 0.04
0.027
0 1.44
1.333
0.33 0.04
0.029
0 1.55
1.417
0.34 0.04
0.031
0 1.66
1.500
0.34 0.04
0.033
0 1.77
1.583
0.34 0.05
0.035
0 1.87
1.667
0.34 0.05
0.037
0 1.98
1.750
0.34 0.05
0.039
0 2.09
1.833
0.34 0.06
0.041
0 2.19
1.917
0.34 0.06
0.043
0 2.30
2.000
0.34 0.06
0.045
0 I I I
I 2.40
2.083
0.34 0.06
0.047
0 2.51
2.167
0.35 0.07
0.049
0 2.61
2.250
0.35 0.07
0.051
0 2.71
2.333
0.35 0.07
0.053
0 2.82
2.417
0.35 0.07
0.054
0 2.92
2.500
0.35 0.08
0.056
0 3.02
2.583
0.35 0.08
0.058
0 3.16
2.667
0.35 0.08
0.060
0 3.30
2.750
0.35 0.08
0.062
0 3.43
2.833
0.36 0.08
0.064
0 3.57
2.917
0.36 0.08
0.066
0 3.71
3.000
0.36 0.08
0.068
0 3.84
3.083
0.36 0.08
0.070
0 3.98
3.167
0.36 0.08
0.072
0 4.03
3.250
0.36 0.08
0.074
0 4.06
3.333
0.36 0.08
0.076
0 4.10
3.417
0.36 0.08
0.078
0 4.13
3.500
0.37 0.08
0.080
0 4.17
3.583
0.37 0.08
0.082
0 4.20
3.667
0.37 0.08
0.084
0 4.24
3.750
0.37 0.08
0.086
0 4.27
3.833
0.37 0.08
0.088
0 4.31
3.917
0.37 0.08
0.090
0 4.35
4.000
0.37 0.08
0.092
0 4.38
4.083
0.37 0.08
0.094
0 4.42
4.167
0.38 0.08
0.096
0 4.45
4.250
0.38 0.08
0.098
0 4.49
4.333
0.38 0.08
0.100
0 4.53
4.417
0.38 0.08
0.102
0 4.56
4.500
0.38 0.08
0.104
0 4.60
4.583
0.38 0.08
0.106
0 4.64
4.667
0.39 0.08
0.108
0 4.67
4.750
0.39 0.08
0.111
0 4.71
4.833
0.39 0.08
0.113
0 4.75
4.917
0.39 0.08
0.115
0 4.79
5.000
0.39 0.08
0.117
0 4.83
5.083
0.39 0.08
0.119
0 4.86
5.167
0.39 0.08
0.121
0 4.90
5.250
0.40 0.08
0.124
0 4.94
5.333
0.40 0.08
0.126
0 4.98
5.417
0.40 0.08
0.128
0 5.01
5.500
0.40 0.08
0.130
01 5.04
5.583
0.40 0.08
0.133
01 5.07
5.667
0.40 0.08
0.135
01 5.10
5.750
0.41 0.08
0.137
01 5.13
5.833
0.41 0.08
0.139
01 5.15
5.917
0.41 0.08
0.142
01 5.18
6.000
0.41 0.08
0.144
01 5.21
6.083
0.41 0.08
0.146
01 5.24
6.167
0.42 0.08
0.149
01 I I
I I 5.27
6.250
0.42 0.08
0.151
01 5.30
6.333
0.42 0.08
0.153
01 5.33
6.417
0.42 0.08
0.156
01 5.36
6.500
0.42 0.08
0.158
01 5.39
6.583
0.43 0.08
0.160
01 5.42
6.667
0.43 0.08
0.163
01 5.45
6.750
0.43 0.08
0.165
01 5.48
6.833
0.43 0.08
0.168
01 5.51
6.917
0.43 0.08
0.170
01 5.54
7.000
0.44 0.08
0.173
01 5.57
7.083
0.44 0.08
0.175
01 5.60
7.167
0.44 0.08
0.178
01 5.63
7.250
0.44 0.08
0.180
01 5.67
7.333
0.45 0.08
0.183
01 5.70
7.417
0.45 0.08
0.185
01 5.73
7.500
0.45 0.08
0.188
01 5.76
7.583
0.45 0.08
0.190
OI
5.79 7.667
0.45 0.08
0.193
01 5.83
7.750
0.46 0.08
0.196
01 5.86
7.833
0.46 0.08
0.198
01 5.89
7.917
0.46 0.08
0.201
01 5.92
8.000
0.47 0.08
0.204
01 5.96
8.083
0.47 0.08
0.206
01 5.99
8.167
0.47 0.15
0.209
01 6.02
8.250
0.47 0.23
0.211
01 6.04
8.333
0.48 0.29
0.212
01 6.05
8.417
0.48 0.34
0.213
01 6.06
8.500
0.48 0.37
0.214
01 6.07
8.583
0.48 0.40
0.215
10 1 1
1 1 6.07
8.667
0.49 0.42
0.215
10 1 1
1 1 6.08
8.750
0.49 0.44
0.216
10 1 1
1 1 6.08
8.833
0.49 0.45
0.216
10 1 1
1 1 6.09
8.917
0.50 0.46
0.216
10 1 1
1 1 6.09
9.000
0.50 0.47
0.217
10 1 1
1 1 6.09
9.083
0.50 0.48
0.217
10 1 1
1 1 6.09
9.167
0.51 0.49
0.217
10 1 1
1 1 6.09
9.250
0.51 0.49
0.217
10 1 1
1 1 6.09
9.333
0.51 0.50
0.217
10 1 1
1 1 6.10
9.417
0.52 0.50
0.217
10 1 1
1 1 6.10
9.500
0.52 0.50
0.217
10 1 1
1 1 6.10
9.583
0.52 0.51
0.217
10 1 1
1 1 6.10
9.667
0.53 0.51
0.218
10 1 1
1 1 6.10
9.750
0.53 0.52
0.218
10 1 1
1 1 6.10
9.833
0.53 0.52
0.218
10 1 1
1 1 6.10
9.917
0.54 0.52
0.218
10 1 1
1 1 6.10
10.000
0.54 0.53
0.218
10 1 1
1 1 6.10
10.083
0.55 0.53
0.218
10 1 1
1 1 6.10
10.167
0.55 0.54
0.218
10 1 1
1 1 6.11
10.250
0.56 0.54
0.218
10 1 1
1 1 6.11
10.333
0.56 0.54
0.218
10 1 1
1 1 6.11
10.417
0.56 0.55
0.218
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36.333
0.00 0.08
0.134
0 5.08
36.417
0.00 0.08
0.133
0 5.08
36.500
0.00 0.08
0.132
0 5.07
36.583
0.00 0.08
0.132
0 5.06
36.667
0.00 0.08
0.131
0 5.06
36.750
0.00 0.08
0.131
0 5.05
36.833
0.00 0.08
0.130
0 5.04
36.917
0.00 0.08
0.130
0 5.04
37.000
0.00 0.08
0.129
0 5.03
37.083
0.00 0.08
0.129
0 5.02
37.167
0.00 0.08
0.128
0 5.02
37.250
0.00 0.08
0.128
0 5.01
37.333
0.00 0.08
0.127
0 5.00
37.417
0.00 0.08
0.127
0 5.00
37.500
0.00 0.08
0.126
0 4.99
37.583
0.00 0.08
0.126
0 4.98
37.667
0.00 0.08
0.125
0 4.97
37.750
0.00 0.08
0.125
0 4.96
37.833
0.00 0.08
0.124
0 4.95
37.917
0.00 0.08
0.124
0 4.94
38.000
0.00 0.08
0.123
0 4.93
38.083
0.00 0.08
0.123
0 4.92
38.167
0.00 0.08
0.122
0 4.91
38.250
0.00 0.08
0.121
0 4.90
38.333
0.00 0.08
0.121
0 4.89
38.417
0.00 0.08
0.120
0 4.89
38.500
0.00 0.08
0.120
0 4.88
38.583
0.00 0.08
0.119
0 4.87
38.667
0.00 0.08
0.119
0 4.86
38.750
0.00 0.08
0.118
0 4.85
38.833
0.00 0.08
0.118
0 4.84
38.917
0.00 0.08
0.117
0 4.83
39.000
0.00 0.08
0.117
0 4.82
39.083
0.00 0.08
0.116
0 4.81
39.167
0.00 0.08
0.116
0 4.80
39.250
0.00 0.08
0.115
0 4.79
39.333
0.00 0.08
0.115
0 4.78
39.417
0.00 0.08
0.114
0 4.77
39.500
0.00 0.08
0.114
0 I I
I I 4.77
39.583
0.00 0.08
0.113
0 4.76
39.667
0.00 0.08
0.113
0 4.75
39.750
0.00 0.08
0.112
0 4.74
39.833
0.00 0.08
0.112
0 4.73
39.917
0.00 0.08
0.111
0 4.72
40.000
0.00 0.08
0.111
0 4.71
40.083
0.00 0.08
0.110
0 4.70
40.167
0.00 0.08
0.109
0 4.69
40.250
0.00 0.08
0.109
0 4.68
40.333
0.00 0.08
0.108
0 4.67
40.417
0.00 0.08
0.108
0 4.66
40.500
0.00 0.08
0.107
0 4.66
40.583
0.00 0.08
0.107
0 4.65
40.667
0.00 0.08
0.106
0 4.64
40.750
0.00 0.08
0.106
0 4.63
40.833
0.00 0.08
0.105
0 4.62
40.917
0.00 0.08
0.105
0 4.61
41.000
0.00 0.08
0.104
0 4.60
41.083
0.00 0.08
0.104
0 4.59
41.167
0.00 0.08
0.103
0 4.58
41.250
0.00 0.08
0.103
0 4.57
41.333
0.00 0.08
0.102
0 4.56
41.417
0.00 0.08
0.102
0 4.55
41.500
0.00 0.08
0.101
0 4.55
41.583
0.00 0.08
0.101
0 4.54
41.667
0.00 0.08
0.100
0 4.53
41.750
0.00 0.08
0.100
0 4.52
41.833
0.00 0.08
0.099
0 4.51
41.917
0.00 0.08
0.098
0 4.50
42.000
0.00 0.08
0.098
0 4.49
42.083
0.00 0.08
0.097
0 4.48
42.167
0.00 0.08
0.097
0 4.47
42.250
0.00 0.08
0.096
0 4.46
42.333
0.00 0.08
0.096
0 4.45
42.417
0.00 0.08
0.095
0 4.44
42.500
0.00 0.08
0.095
0 4.44
42.583
0.00 0.08
0.094
0 4.43
42.667
0.00 0.08
0.094
0 4.42
42.750
0.00 0.08
0.093
0 4.41
42.833
0.00 0.08
0.093
0 4.40
42.917
0.00 0.08
0.092
0 4.39
43.000
0.00 0.08
0.092
0 4.38
43.083
0.00 0.08
0.091
0 4.37
43.167
0.00 0.08
0.091
0 4.36
43.250
0.00 0.08
0.090
0 4.35
43.333
0.00 0.08
0.090
0 4.34
43.417
0.00 0.08
0.089
0 4.33
43.500
0.00 0.08
0.089
0 4.32
43.583
0.00 0.08
0.088
0 4.32
43.667
0.00 0.08
0.087
0 I I
I I 4.31
43.750
0.00 0.08
0.087
0 4.30
43.833
0.00 0.08
0.086
0 4.29
43.917
0.00 0.08
0.086
0 4.28
44.000
0.00 0.08
0.085
0 4.27
44.083
0.00 0.08
0.085
0 4.26
44.167
0.00 0.08
0.084
0 4.25
44.250
0.00 0.08
0.084
0 4.24
44.333
0.00 0.08
0.083
0 4.23
44.417
0.00 0.08
0.083
0 4.22
44.500
0.00 0.08
0.082
0 4.21
44.583
0.00 0.08
0.082
0 4.21
44.667
0.00 0.08
0.081
0 4.20
44.750
0.00 0.08
0.081
0 4.19
44.833
0.00 0.08
0.080
0 4.18
44.917
0.00 0.08
0.080
0 4.17
45.000
0.00 0.08
0.079
0 4.16
45.083
0.00 0.08
0.079
0 4.15
45.167
0.00 0.08
0.078
0 4.14
45.250
0.00 0.08
0.078
0 4.13
45.333
0.00 0.08
0.077
0 4.12
45.417
0.00 0.08
0.076
0 4.11
45.500
0.00 0.08
0.076
0 4.10
45.583
0.00 0.08
0.075
0 4.10
45.667
0.00 0.08
0.075
0 4.09
45.750
0.00 0.08
0.074
0 4.08
45.833
0.00 0.08
0.074
0 4.07
45.917
0.00 0.08
0.073
0 4.06
46.000
0.00 0.08
0.073
0 4.05
46.083
0.00 0.08
0.072
0 4.04
46.167
0.00 0.08
0.072
0 4.03
46.250
0.00 0.08
0.071
0 4.02
46.333
0.00 0.08
0.071
0 4.01
46.417
0.00 0.08
0.070
0 4.00
46.500
0.00 0.08
0.070
0 3.98
46.583
0.00 0.08
0.069
0 3.94
46.667
0.00 0.08
0.069
0 3.90
46.750
0.00 0.08
0.068
0 3.86
46.833
0.00 0.08
0.068
0 3.83
46.917
0.00 0.08
0.067
0 3.79
47.000
0.00 0.08
0.067
0 3.75
47.083
0.00 0.08
0.066
0 3.72
47.167
0.00 0.08
0.065
0 3.68
47.250
0.00 0.08
0.065
0 3.64
47.333
0.00 0.08
0.064
0 3.60
47.417
0.00 0.08
0.064
0 3.57
47.500
0.00 0.08
0.063
0 3.53
47.583
0.00 0.08
0.063
0 3.49
47.667
0.00 0.08
0.062
0 3.45
47.750
0.00 0.08
0.062
0 3.42
47.833
0.00 0.08
0.061
0 I I
I I 3.38
47.917
0.00 0.08
0.061
0 3.34
48.000
0.00 0.08
0.060
0 3.30
48.083
0.00 0.08
0.060
0 3.27
48.167
0.00 0.08
0.059
0 3.23
48.250
0.00 0.08
0.059
0 3.19
48.333
0.00 0.08
0.058
0 3.15
48.417
0.00 0.08
0.058
0 3.12
48.500
0.00 0.08
0.057
0 3.08
48.583
0.00 0.08
0.057
0 3.04
48.667
0.00 0.08
0.056
0 3.00
48.750
0.00 0.08
0.056
0 2.98
48.833
0.00 0.07
0.055
0 2.95
48.917
0.00 0.07
0.055
0 2.92
49.000
0.00 0.07
0.054
0 2.89
49.083
0.00 0.07
0.054
0 2.87
49.167
0.00 0.07
0.053
0 2.84
49.250
0.00 0.07
0.053
0 2.81
49.333
0.00 0.07
0.052
0 2.79
49.417
0.00 0.07
0.052
0 2.76
49.500
0.00 0.07
0.051
0 2.74
49.583
0.00 0.07
0.051
0 2.71
49.667
0.00 0.07
0.050
0 2.68
49.750
0.00 0.07
0.050
0 2.66
49.833
0.00 0.07
0.049
0 2.64
49.917
0.00 0.07
0.049
0 2.61
50.000
0.00 0.07
0.048
0 2.59
50.083
0.00 0.06
0.048
0 2.56
50.167
0.00 0.06
0.047
0 2.54
50.250
0.00 0.06
0.047
0 2.51
50.333
0.00 0.06
0.047
0 2.49
50.417
0.00 0.06
0.046
0 2.47
50.500
0.00 0.06
0.046
0 2.45
50.583
0.00 0.06
0.045
0 2.42
50.667
0.00 0.06
0.045
0 2.40
50.750
0.00 0.06
0.044
0 2.38
50.833
0.00 0.06
0.044
0 2.36
50.917
0.00 0.06
0.044
0 2.33
51.000
0.00 0.06
0.043
0 2.31
51.083
0.00 0.06
0.043
0 2.29
51.167
0.00 0.06
0.042
0 2.27
51.250
0.00 0.06
0.042
0 2.25
51.333
0.00 0.06
0.042
0 2.23
51.417
0.00 0.06
0.041
0 2.21
51.500
0.00 0.06
0.041
0 2.19
51.583
0.00 0.05
0.040
0 2.17
51.667
0.00 0.05
0.040
0 2.15
51.750
0.00 0.05
0.040
0 2.13
51.833
0.00 0.05
0.039
0 2.11
51.917
0.00 0.05
0.039
0 2.09
52.000
0.00 0.05
0.039
0 I I
I I 2.07
52.083
0.00 0.05
0.038
0 2.05
52.167
0.00 0.05
0.038
0 2.03
52.250
0.00 0.05
0.038
0 2.01
52.333
0.00 0.05
0.037
0 1.99
52.417
0.00 0.05
0.037
0 1.97
52.500
0.00 0.05
0.036
0 1.95
52.583
0.00 0.05
0.036
0 1.94
52.667
0.00 0.05
0.036
0 1.92
52.750
0.00 0.05
0.035
0 1.90
52.833
0.00 0.05
0.035
0 1.88
52.917
0.00 0.05
0.035
0 1.86
53.000
0.00 0.05
0.034
0 1.85
53.083
0.00 0.05
0.034
0 1.83
53.167
0.00 0.05
0.034
0 1.81
53.250
0.00 0.05
0.034
0 1.80
53.333
0.00 0.05
0.033
0 1.78
53.417
0.00 0.04
0.033
0 1.76
53.500
0.00 0.04
0.033
0 1.75
53.583
0.00 0.04
0.032
0 1.73
53.667
0.00 0.04
0.032
0 1.71
53.750
0.00 0.04
0.032
0 1.70
53.833
0.00 0.04
0.031
0 1.68
53.917
0.00 0.04
0.031
0 1.67
54.000
0.00 0.04
0.031
0 1.65
54.083
0.00 0.04
0.031
0 1.64
54.167
0.00 0.04
0.030
0 1.62
54.250
0.00 0.04
0.030
0 1.61
54.333
0.00 0.04
0.030
0 1.59
54.417
0.00 0.04
0.029
0 1.58
54.500
0.00 0.04
0.029
0 1.56
54.583
0.00 0.04
0.029
0 1.55
54.667
0.00 0.04
0.029
0 1.53
54.750
0.00 0.04
0.028
0 1.52
54.833
0.00 0.04
0.028
0 1.50
54.917
0.00 0.04
0.028
0 1.49
55.000
0.00 0.04
0.028
0 1.48
55.083
0.00 0.04
0.027
0 1.46
55.167
0.00 0.04
0.027
0 1.45
55.250
0.00 0.04
0.027
0 1.44
55.333
0.00 0.04
0.027
0 1.42
55.417
0.00 0.04
0.026
0 1.41
55.500
0.00 0.04
0.026
0 1.40
55.583
0.00 0.04
0.026
0 1.38
55.667
0.00 0.03
0.026
0 1.37
55.750
0.00 0.03
0.025
0 1.36
55.833
0.00 0.03
0.025
0 1.34
55.917
0.00 0.03
0.025
0 1.33
56.000
0.00 0.03
0.025
0 1.32
56.083
0.00 0.03
0.024
0 1.31
56.167
0.00 0.03
0.024
0 I I
I I 1.30
56.250
0.00 0.03
0.024
0 1.28
56.333
0.00 0.03
0.024
0 1.27
56.417
0.00 0.03
0.024
0 1.26
56.500
0.00 0.03
0.023
0 1.25
56.583
0.00 0.03
0.023
0 1.24
56.667
0.00 0.03
0.023
0 1.22
56.750
0.00 0.03
0.023
0 1.21
56.833
0.00 0.03
0.022
0 1.20
56.917
0.00 0.03
0.022
0 1.19
57.000
0.00 0.03
0.022
0 1.18
57.083
0.00 0.03
0.022
0 1.17
57.167
0.00 0.03
0.022
0 1.16
57.250
0.00 0.03
0.021
0 1.15
57.333
0.00 0.03
0.021
0 1.14
57.417
0.00 0.03
0.021
0 1.13
57.500
0.00 0.03
0.021
0 1.12
57.583
0.00 0.03
0.021
0 1.10
57.667
0.00 0.03
0.020
0 1.09
57.750
0.00 0.03
0.020
0 1.08
57.833
0.00 0.03
0.020
0 1.07
57.917
0.00 0.03
0.020
0 1.06
58.000
0.00 0.03
0.020
0 1.05
58.083
0.00 0.03
0.019
0 1.04
58.167
0.00 0.03
0.019
0 1.03
58.250
0.00 0.03
0.019
0 1.03
58.333
0.00 0.03
0.019
0 1.02
58.417
0.00 0.03
0.019
0 1.01
58.500
0.00 0.03
0.019
0 1.00
58.583
0.00 0.03
0.018
0 0.99
58.667
0.00 0.02
0.018
0 0.98
58.750
0.00 0.02
0.018
0 0.97
58.833
0.00 0.02
0.018
0 0.96
58.917
0.00 0.02
0.018
0 0.95
59.000
0.00 0.02
0.018
0 0.94
59.083
0.00 0.02
0.017
0 0.93
59.167
0.00 0.02
0.017
0 0.93
59.250
0.00 0.02
0.017
0 0.92
59.333
0.00 0.02
0.017
0 0.91
59.417
0.00 0.02
0.017
0 0.90
59.500
0.00 0.02
0.017
0 0.89
59.583
0.00 0.02
0.016
0 0.88
59.667
0.00 0.02
0.016
0 0.87
59.750
0.00 0.02
0.016
0 0.87
59.833
0.00 0.02
0.016
0 0.86
59.917
0.00 0.02
0.016
0 0.85
60.000
0.00 0.02
0.016
0 0.84
60.083
0.00 0.02
0.016
0 0.83
60.167
0.00 0.02
0.015
0 0.83
60.250
0.00 0.02
0.015
0 0.82
60.333
0.00 0.02
0.015
0 I I
I I 0.81
60.417
0.00 0.02
0.015
0 0.80
60.500
0.00 0.02
0.015
0 0.80
60.583
0.00 0.02
0.015
0 0.79
60.667
0.00 0.02
0.015
0 0.78
60.750
0.00 0.02
0.014
0 0.77
60.833
0.00 0.02
0.014
0 0.77
60.917
0.00 0.02
0.014
0 0.76
61.000
0.00 0.02
0.014
0 0.75
61.083
0.00 0.02
0.014
0 0.75
61.167
0.00 0.02
0.014
0 0.74
61.250
0.00 0.02
0.014
0 0.73
61.333
0.00 0.02
0.014
0 0.73
61.417
0.00 0.02
0.013
0 0.72
61.500
0.00 0.02
0.013
0 0.71
61.583
0.00 0.02
0.013
0 0.71
61.667
0.00 0.02
0.013
0 0.70
61.750
0.00 0.02
0.013
0 0.69
61.833
0.00 0.02
0.013
0 0.69
61.917
0.00 0.02
0.013
0 0.68
62.000
0.00 0.02
0.013
0 0.67
62.083
0.00 0.02
0.012
0 0.67
62.167
0.00 0.02
0.012
0 0.66
62.250
0.00 0.02
0.012
0 0.65
62.333
0.00 0.02
0.012
0 0.65
62.417
0.00 0.02
0.012
0 0.64
62.500
0.00 0.02
0.012
0 0.64
62.583
0.00 0.02
0.012
0 0.63
62.667
0.00 0.02
0.012
0 0.62
62.750
0.00 0.02
0.012
0 0.62
62.833
0.00 0.02
0.011
0 0.61
62.917
0.00 0.02
0.011
0 0.61
63.000
0.00 0.02
0.011
0 0.60
63.083
0.00 0.02
0.011
0 0.60
63.167
0.00 0.01
0.011
0 0.59
63.250
0.00 0.01
0.011
0 0.59
63.333
0.00 0.01
0.011
0 0.58
63.417
0.00 0.01
0.011
0 0.57
63.500
0.00 0.01
0.011
0 0.57
63.583
0.00 0.01
0.011
0 0.56
63.667
0.00 0.01
0.010
0 0.56
63.750
0.00 0.01
0.010
0 0.55
63.833
0.00 0.01
0.010
0 0.55
63.917
0.00 0.01
0.010
0 0.54
64.000
0.00 0.01
0.010
0 0.54
64.083
0.00 0.01
0.010
0 0.53
64.167
0.00 0.01
0.010
0 0.53
64.250
0.00 0.01
0.010
0 0.52
64.333
0.00 0.01
0.010
0 0.52
64.417
0.00 0.01
0.010
0 0.51
64.500
0.00 0.01
0.009
0 I I
I I 0.51
64.583
0.00 0.01
0.009
0 0.50
64.667
0.00 0.01
0.009
0 0.50
64.750
0.00 0.01
0.009
0 0.49
64.833
0.00 0.01
0.009
0 0.49
64.917
0.00 0.01
0.009
0 0.49
65.000
0.00 0.01
0.009
0 0.48
65.083
0.00 0.01
0.009
0 0.48
65.167
0.00 0.01
0.009
0 0.47
65.250
0.00 0.01
0.009
0 0.47
65.333
0.00 0.01
0.009
0 0.46
65.417
0.00 0.01
0.009
0 0.46
65.500
0.00 0.01
0.008
0 0.45
65.583
0.00 0.01
0.008
0 0.45
65.667
0.00 0.01
0.008
0 0.45
65.750
0.00 0.01
0.008
0 0.44
65.833
0.00 0.01
0.008
0 0.44
65.917
0.00 0.01
0.008
0 0.43
66.000
0.00 0.01
0.008
0 0.43
66.083
0.00 0.01
0.008
0 0.43
66.167
0.00 0.01
0.008
0 0.42
66.250
0.00 0.01
0.008
0 0.42
66.333
0.00 0.01
0.008
0 0.41
66.417
0.00 0.01
0.008
0 0.41
66.500
0.00 0.01
0.008
0 0.41
66.583
0.00 0.01
0.008
0 0.40
66.667
0.00 0.01
0.007
0 0.40
66.750
0.00 0.01
0.007
0 0.40
66.833
0.00 0.01
0.007
0 0.39
66.917
0.00 0.01
0.007
0 0.39
67.000
0.00 0.01
0.007
0 0.38
67.083
0.00 0.01
0.007
0 0.38
67.167
0.00 0.01
0.007
0 0.38
67.250
0.00 0.01
0.007
0 0.37
67.333
0.00 0.01
0.007
0 0.37
67.417
0.00 0.01
0.007
0 0.37
67.500
0.00 0.01
0.007
0 0.36
67.583
0.00 0.01
0.007
0 0.36
67.667
0.00 0.01
0.007
0 0.36
67.750
0.00 0.01
0.007
0 0.35
67.833
0.00 0.01
0.007
0 0.35
67.917
0.00 0.01
0.006
0 0.35
68.000
0.00 0.01
0.006
0 0.34
68.083
0.00 0.01
0.006
0 0.34
68.167
0.00 0.01
0.006
0 0.34
68.250
0.00 0.01
0.006
0 0.33
68.333
0.00 0.01
0.006
0 0.33
68.417
0.00 0.01
0.006
0 0.33
68.500
0.00 0.01
0.006
0 0.32
68.583
0.00 0.01
0.006
0 0.32
68.667
0.00 0.01
0.006
0 I I
I I 0.32
68.750
0.00 0.01
0.006
0 0.32
68.833
0.00 0.01
0.006
0 0.31
68.917
0.00 0.01
0.006
0 0.31
69.000
0.00 0.01
0.006
0 0.31
69.083
0.00 0.01
0.006
0 0.30
69.167
0.00 0.01
0.006
0 0.30
69.250
0.00 0.01
0.006
0 0.30
69.333
0.00 0.01
0.006
0 0.30
69.417
0.00 0.01
0.005
0 0.29
69.500
0.00 0.01
0.005
0 0.29
69.583
0.00 0.01
0.005
0 0.29
69.667
0.00 0.01
0.005
0 0.28
69.750
0.00 0.01
0.005
0 0.28
69.833
0.00 0.01
0.005
0 0.28
69.917
0.00 0.01
0.005
0 0.28
70.000
0.00 0.01
0.005
0 0.27
70.083
0.00 0.01
0.005
0 0.27
70.167
0.00 0.01
0.005
0 0.27
70.250
0.00 0.01
0.005
0 0.27
70.333
0.00 0.01
0.005
0 0.26
70.417
0.00 0.01
0.005
0 0.26
70.500
0.00 0.01
0.005
0 0.26
70.583
0.00 0.01
0.005
0 0.26
70.667
0.00 0.01
0.005
0 0.25
70.750
0.00 0.01
0.005
0 0.25
70.833
0.00 0.01
0.005
0 0.25
70.917
0.00 0.01
0.005
0 0.25
71.000
0.00 0.01
0.005
0 0.25
71.083
0.00 0.01
0.005
0 0.24
71.167
0.00 0.01
0.004
0 0.24
71.250
0.00 0.01
0.004
0 0.24
71.333
0.00 0.01
0.004
0 0.24
71.417
0.00 0.01
0.004
0 0.23
71.500
0.00 0.01
0.004
0 0.23
71.583
0.00 0.01
0.004
0 0.23
71.667
0.00 0.01
0.004
0 0.23
71.750
0.00 0.01
0.004
0 0.23
71.833
0.00 0.01
0.004
0 0.22
71.917
0.00 0.01
0.004
0 0.22
72.000
0.00 0.01
0.004
0 0.22
72.083
0.00 0.01
0.004
0 0.22
72.167
0.00 0.01
0.004
0 0.22
72.250
0.00 0.01
0.004
0 0.21
72.333
0.00 0.01
0.004
0 0.21
72.417
0.00 0.01
0.004
0 0.21
72.500
0.00 0.01
0.004
0 0.21
72.583
0.00 0.01
0.004
0 0.21
72.667
0.00 0.01
0.004
0 0.20
72.750
0.00 0.01
0.004
0 0.20
72.833
0.00 0.01
0.004
0 I I
I I 0.20
72.917
0.00 0.01
0.004
0 0.20
73.000
0.00 0.00
0.004
0 0.20
73.083
0.00 0.00
0.004
0 0.19
73.167
0.00 0.00
0.004
0 0.19
73.250
0.00 0.00
0.004
0 0.19
73.333
0.00 0.00
0.004
0 0.19
73.417
0.00 0.00
0.003
0 0.19
73.500
0.00 0.00
0.003
0 0.19
73.583
0.00 0.00
0.003
0 0.18
73.667
0.00 0.00
0.003
0 0.18
73.750
0.00 0.00
0.003
0 0.18
73.833
0.00 0.00
0.003
0 0.18
73.917
0.00 0.00
0.003
0 0.18
74.000
0.00 0.00
0.003
0 0.18
74.083
0.00 0.00
0.003
0 0.17
74.167
0.00 0.00
0.003
0 0.17
74.250
0.00 0.00
0.003
0 0.17
74.333
0.00 0.00
0.003
0 0.17
74.417
0.00 0.00
0.003
0 0.17
74.500
0.00 0.00
0.003
0 0.17
74.583
0.00 0.00
0.003
0 0.16
74.667
0.00 0.00
0.003
0 0.16
74.750
0.00 0.00
0.003
0 0.16
74.833
0.00 0.00
0.003
0 0.16
74.917
0.00 0.00
0.003
0 0.16
75.000
0.00 0.00
0.003
0 0.16
75.083
0.00 0.00
0.003
0 0.16
75.167
0.00 0.00
0.003
0 0.15
75.250
0.00 0.00
0.003
0 0.15
75.333
0.00 0.00
0.003
0 0.15
75.417
0.00 0.00
0.003
0 0.15
75.500
0.00 0.00
0.003
0 0.15
75.583
0.00 0.00
0.003
0 0.15
75.667
0.00 0.00
0.003
0 0.15
75.750
0.00 0.00
0.003
0 0.14
75.833
0.00 0.00
0.003
0 0.14
75.917
0.00 0.00
0.003
0 0.14
76.000
0.00 0.00
0.003
0 0.14
76.083
0.00 0.00
0.003
0 0.14
76.167
0.00 0.00
0.003
0 0.14
76.250
0.00 0.00
0.003
0 0.14
76.333
0.00 0.00
0.003
0 0.13
76.417
0.00 0.00
0.002
0 0.13
76.500
0.00 0.00
0.002
0 0.13
76.583
0.00 0.00
0.002
0 0.13
76.667
0.00 0.00
0.002
0 0.13
76.750
0.00 0.00
0.002
0 0.13
76.833
0.00 0.00
0.002
0 0.13
76.917
0.00 0.00
0.002
0 0.13
77.000
0.00 0.00
0.002
0 I I
I I 0.13
77.083
0.00 0.00
0.002
0 0.12
77.167
0.00 0.00
0.002
0 0.12
77.250
0.00 0.00
0.002
0 0.12
77.333
0.00 0.00
0.002
0 0.12
77.417
0.00 0.00
0.002
0 0.12
77.500
0.00 0.00
0.002
0 0.12
77.583
0.00 0.00
0.002
0 0.12
77.667
0.00 0.00
0.002
0 0.12
77.750
0.00 0.00
0.002
0 0.12
77.833
0.00 0.00
0.002
0 0.11
77.917
0.00 0.00
0.002
0 0.11
78.000
0.00 0.00
0.002
0 0.11
78.083
0.00 0.00
0.002
0 0.11
78.167
0.00 0.00
0.002
0 0.11
78.250
0.00 0.00
0.002
0 0.11
78.333
0.00 0.00
0.002
0 0.11
78.417
0.00 0.00
0.002
0 0.11
78.500
0.00 0.00
0.002
0 0.11
78.583
0.00 0.00
0.002
0 0.10
78.667
0.00 0.00
0.002
0 0.10
78.750
0.00 0.00
0.002
0 0.10
78.833
0.00 0.00
0.002
0 0.10
78.917
0.00 0.00
0.002
0 0.10
79.000
0.00 0.00
0.002
0 0.10
79.083
0.00 0.00
0.002
0 0.10
79.167
0.00 0.00
0.002
0 0.10
79.250
0.00 0.00
0.002
0 0.10
79.333
0.00 0.00
0.002
0 0.10
79.417
0.00 0.00
0.002
0 0.10
79.500
0.00 0.00
0.002
0 0.09
79.583
0.00 0.00
0.002
0 0.09
79.667
0.00 0.00
0.002
0 0.09
79.750
0.00 0.00
0.002
0 0.09
79.833
0.00 0.00
0.002
0 0.09
79.917
0.00 0.00
0.002
0 0.09
80.000
0.00 0.00
0.002
0 0.09
80.083
0.00 0.00
0.002
0 0.09
80.167
0.00 0.00
0.002
0 0.09
80.250
0.00 0.00
0.002
0 0.09
80.333
0.00 0.00
0.002
0 0.09
80.417
0.00 0.00
0.002
0 0.09
80.500
0.00 0.00
0.002
0 0.08
80.583
0.00 0.00
0.002
0 0.08
80.667
0.00 0.00
0.002
0 0.08
80.750
0.00 0.00
0.002
0 0.08
80.833
0.00 0.00
0.002
0 0.08
80.917
0.00 0.00
0.002
0 0.08
81.000
0.00 0.00
0.001
0 0.08
81.083
0.00 0.00
0.001
0 0.08
81.167
0.00 0.00
0.001
0 I I
I I 0.08
81.250
0.00 0.00
0.001
0 0.08
81.333
0.00 0.00
0.001
0 0.08
81.417
0.00 0.00
0.001
0 0.08
81.500
0.00 0.00
0.001
0 0.08
81.583
0.00 0.00
0.001
0 0.07
81.667
0.00 0.00
0.001
0 0.07
81.750
0.00 0.00
0.001
0 0.07
81.833
0.00 0.00
0.001
0 0.07
81.917
0.00 0.00
0.001
0 0.07
82.000
0.00 0.00
0.001
0 0.07
82.083
0.00 0.00
0.001
0 0.07
82.167
0.00 0.00
0.001
0 0.07
82.250
0.00 0.00
0.001
0 0.07
82.333
0.00 0.00
0.001
0 0.07
82.417
0.00 0.00
0.001
0 0.07
82.500
0.00 0.00
0.001
0 0.07
82.583
0.00 0.00
0.001
0 0.07
82.667
0.00 0.00
0.001
0 0.07
82.750
0.00 0.00
0.001
0 0.07
82.833
0.00 0.00
0.001
0 0.07
82.917
0.00 0.00
0.001
0 0.06
83.000
0.00 0.00
0.001
0 0.06
83.083
0.00 0.00
0.001
0 0.06
83.167
0.00 0.00
0.001
0 0.06
83.250
0.00 0.00
0.001
0 0.06
83.333
0.00 0.00
0.001
0 0.06
83.417
0.00 0.00
0.001
0 0.06
83.500
0.00 0.00
0.001
0 0.06
83.583
0.00 0.00
0.001
0 0.06
83.667
0.00 0.00
0.001
0 0.06
83.750
0.00 0.00
0.001
0 0.06
83.833
0.00 0.00
0.001
0 0.06
83.917
0.00 0.00
0.001
0 0.06
84.000
0.00 0.00
0.001
0 0.06
84.083
0.00 0.00
0.001
0 0.06
84.167
0.00 0.00
0.001
0 0.06
84.250
0.00 0.00
0.001
0 0.06
84.333
0.00 0.00
0.001
0 0.05
84.417
0.00 0.00
0.001
0 0.05
84.500
0.00 0.00
0.001
0 0.05
84.583
0.00 0.00
0.001
0 0.05
84.667
0.00 0.00
0.001
0 0.05
84.750
0.00 0.00
0.001
0 0.05
84.833
0.00 0.00
0.001
0 0.05
84.917
0.00 0.00
0.001
0 0.05
85.000
0.00 0.00
0.001
0 0.05
85.083
0.00 0.00
0.001
0 0.05
85.167
0.00 0.00
0.001
0 0.05
85.250
0.00 0.00
0.001
0 0.05
85.333
0.00 0.00
0.001
0 I I
I I 0.05
85.417
0.00 0.00
0.001
0 0.05
85.500
0.00 0.00
0.001
0 0.05
85.583
0.00 0.00
0.001
0 0.05
85.667
0.00 0.00
0.001
0 0.05
85.750
0.00 0.00
0.001
0 0.05
85.833
0.00 0.00
0.001
0 0.05
85.917
0.00 0.00
0.001
0 0.05
86.000
0.00 0.00
0.001
0 0.05
86.083
0.00 0.00
0.001
0 0.05
86.167
0.00 0.00
0.001
0 0.04
86.250
0.00 0.00
0.001
0 0.04
86.333
0.00 0.00
0.001
0 0.04
86.417
0.00 0.00
0.001
0 0.04
86.500
0.00 0.00
0.001
0 0.04
86.583
0.00 0.00
0.001
0 0.04
86.667
0.00 0.00
0.001
0 0.04
86.750
0.00 0.00
0.001
0 0.04
86.833
0.00 0.00
0.001
0 0.04
86.917
0.00 0.00
0.001
0 0.04
87.000
0.00 0.00
0.001
0 0.04
87.083
0.00 0.00
0.001
0 0.04
87.167
0.00 0.00
0.001
0 0.04
87.250
0.00 0.00
0.001
0 0.04
87.333
0.00 0.00
0.001
0 0.04
****************************HYDROGRAPH DATA**************************** Number of intervals = 1048
Time interval = 5.0 (Min.)
Maximum/Peak flow rate = 2.194 (CFS)
Total volume = 1.500 (Ac.Ft)
Status of hydrographs being held in storage
Stream 1 Stream 2 Stream 3 Stream 4 Stream 5
Peak (CFS) 0.000 0.000 0.000 0.000 0.000
Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000
***********************************************************************
FLOOD HYDROGRAPH ROUTING PROGRAM
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2018
Study date: 08/22/22
TTM 20372
Basin Routing - DA 1
100 yr
24 hr
Program License Serial Number 6481
-------------------------------------------------------------------- ********************* HYDROGRAPH INFORMATION ********************** From study/file name: 173postuh124100.rte
****************************HYDROGRAPH DATA**************************** Number of intervals = 294
Time interval = 5.0 (Min.)
Maximum/Peak flow rate = 23.084 (CFS)
Total volume = 2.669 (Ac.Ft)
Status of hydrographs being held in storage
Stream 1 Stream 2 Stream 3 Stream 4 Stream 5
Peak (CFS) 0.000 0.000 0.000 0.000 0.000
Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000
*********************************************************************** ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 201.000 to Point/Station 202.000 **** RETARDING BASIN ROUTING ****
User entry of depth -outflow -storage data
-------------------------------------------------------------------- Total number of inflow hydrograph intervals = 294
Hydrograph time unit = 5.000 (Min.)
Initial depth in storage basin = 0.00(Ft.)
-------------------------------------------------------------------- -------------------------------------------------------------------- Initial
basin
depth =
0.00 (Ft.)
Initial
basin
storage
= 0.00 (Ac.Ft)
Initial
basin
outflow
= 0.00 (CFS)
-------------------------------------------------------------------- Depth vs. Storage and
Depth vs.
Discharge
data:
Basin Depth
Storage
Outflow
(S-0*dt/2)
(S+0*dt/2)
(Ft.)
--------------------------------------------------------------------- (Ac.Ft)
(CFS)
(Ac.Ft)
(Ac.Ft)
0.000
0.000
0.000
0.000
0.000
3.000
0.056
0.076
0.056
0.056
4.000
0.070
0.076
0.070
0.070
5.000
0.127
0.076
0.127
0.127
6.000
0.207
0.076
0.207
0.207
6.170
0.225
0.821
0.222
0.228
6.330
0.243
2.194
0.235
0.251
7.000
0.314
2.194
0.306
0.322
8.000
0.448
2.194
0.440
0.456
8.170
0.476
4.438
0.461
0.491
8.330
0.503
8.885
0.472
0.534
9.000
0.613
17.000
0.554
0.672
Hydrograph Detention Basin Routing
Graph values: 'I'=
unit inflow; 'O'=outflow at time shown
Time
--------------------------------------------------------------------- Inflow
Outflow
Storage
Depth
(Hours)
(CFS)
(CFS)
(Ac.Ft)
.0 5.8 11.54 17.31
23.08 (Ft.)
0.083
0.03 0.00
0.000
0 0.01
0.167
0.22 0.00
0.001
0 0.05
0.250
0.45 0.00
0.003
0 0.17
0.333
0.54 0.01
0.007
0 0.36
0.417
0.57 0.01
0.010
0 0.56
0.500
0.58 0.02
0.014
0 0.76
0.583
0.58 0.02
0.018
0 0.97
0.667
0.58 0.03
0.022
0 1.17
0.750
0.59 0.03
0.026
0 1.38
0.833
0.59 0.04
0.029
0 1.58
0.917
0.59 0.05
0.033
0 1.78
1.000
0.59 0.05
0.037
0 1.98
1.083
0.59 0.06
0.041
0 2.18
1.167
0.59 0.06
0.044
0 2.38
1.250
0.60 0.07
0.048
0 2.57
1.333
0.60 0.07
0.052
0 2.77
1.417
0.60 0.08
0.055
0 2.96
1.500
0.60 0.08
0.059
0 3.21
1.583
0.60 0.08
0.063
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0.00 0.08
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0 5.89
26.250
0.00 0.08
0.198
0 5.89
26.333
0.00 0.08
0.197
0 5.88
26.417
0.00 0.08
0.197
0 5.87
26.500
0.00 0.08
0.196
0 5.87
26.583
0.00 0.08
0.196
0 5.86
26.667
0.00 0.08
0.195
0 5.85
26.750
0.00 0.08
0.195
0 5.85
26.833
0.00 0.08
0.194
0 5.84
26.917
0.00 0.08
0.194
0 5.83
27.000
0.00 0.08
0.193
0 I I
I I 5.83
27.083
0.00 0.08
0.193
0 5.82
27.167
0.00 0.08
0.192
0 5.81
27.250
0.00 0.08
0.192
0 5.81
27.333
0.00 0.08
0.191
0 5.80
27.417
0.00 0.08
0.191
0 5.79
27.500
0.00 0.08
0.190
0 5.79
27.583
0.00 0.08
0.190
0 5.78
27.667
0.00 0.08
0.189
0 5.78
27.750
0.00 0.08
0.189
0 5.77
27.833
0.00 0.08
0.188
0 5.76
27.917
0.00 0.08
0.187
0 5.76
28.000
0.00 0.08
0.187
0 5.75
28.083
0.00 0.08
0.186
0 5.74
28.167
0.00 0.08
0.186
0 5.74
28.250
0.00 0.08
0.185
0 5.73
28.333
0.00 0.08
0.185
0 5.72
28.417
0.00 0.08
0.184
0 5.72
28.500
0.00 0.08
0.184
0 5.71
28.583
0.00 0.08
0.183
0 5.70
28.667
0.00 0.08
0.183
0 5.70
28.750
0.00 0.08
0.182
0 5.69
28.833
0.00 0.08
0.182
0 5.68
28.917
0.00 0.08
0.181
0 5.68
29.000
0.00 0.08
0.181
0 5.67
29.083
0.00 0.08
0.180
0 5.66
29.167
0.00 0.08
0.180
0 5.66
29.250
0.00 0.08
0.179
0 5.65
29.333
0.00 0.08
0.179
0 5.64
29.417
0.00 0.08
0.178
0 5.64
29.500
0.00 0.08
0.178
0 5.63
29.583
0.00 0.08
0.177
0 5.62
29.667
0.00 0.08
0.176
0 5.62
29.750
0.00 0.08
0.176
0 5.61
29.833
0.00 0.08
0.175
0 5.61
29.917
0.00 0.08
0.175
0 5.60
30.000
0.00 0.08
0.174
0 5.59
30.083
0.00 0.08
0.174
0 5.59
30.167
0.00 0.08
0.173
0 5.58
30.250
0.00 0.08
0.173
0 5.57
30.333
0.00 0.08
0.172
0 5.57
30.417
0.00 0.08
0.172
0 5.56
30.500
0.00 0.08
0.171
0 5.55
30.583
0.00 0.08
0.171
0 5.55
30.667
0.00 0.08
0.170
0 5.54
30.750
0.00 0.08
0.170
0 5.53
30.833
0.00 0.08
0.169
0 5.53
30.917
0.00 0.08
0.169
0 5.52
31.000
0.00 0.08
0.168
0 5.51
31.083
0.00 0.08
0.168
0 5.51
31.167
0.00 0.08
0.167
0 I I
I I 5.50
31.250
0.00 0.08
0.167
0 5.49
31.333
0.00 0.08
0.166
0 5.49
31.417
0.00 0.08
0.165
0 5.48
31.500
0.00 0.08
0.165
0 5.47
31.583
0.00 0.08
0.164
0 5.47
31.667
0.00 0.08
0.164
0 5.46
31.750
0.00 0.08
0.163
0 5.45
31.833
0.00 0.08
0.163
0 5.45
31.917
0.00 0.08
0.162
0 5.44
32.000
0.00 0.08
0.162
0 5.44
32.083
0.00 0.08
0.161
0 5.43
32.167
0.00 0.08
0.161
0 5.42
32.250
0.00 0.08
0.160
0 5.42
32.333
0.00 0.08
0.160
0 5.41
32.417
0.00 0.08
0.159
0 5.40
32.500
0.00 0.08
0.159
0 5.40
32.583
0.00 0.08
0.158
0 5.39
32.667
0.00 0.08
0.158
0 5.38
32.750
0.00 0.08
0.157
0 5.38
32.833
0.00 0.08
0.157
0 5.37
32.917
0.00 0.08
0.156
0 5.36
33.000
0.00 0.08
0.156
0 5.36
33.083
0.00 0.08
0.155
0 5.35
33.167
0.00 0.08
0.154
0 5.34
33.250
0.00 0.08
0.154
0 5.34
33.333
0.00 0.08
0.153
0 5.33
33.417
0.00 0.08
0.153
0 5.32
33.500
0.00 0.08
0.152
0 5.32
33.583
0.00 0.08
0.152
0 5.31
33.667
0.00 0.08
0.151
0 5.30
33.750
0.00 0.08
0.151
0 5.30
33.833
0.00 0.08
0.150
0 5.29
33.917
0.00 0.08
0.150
0 5.28
34.000
0.00 0.08
0.149
0 5.28
34.083
0.00 0.08
0.149
0 5.27
34.167
0.00 0.08
0.148
0 5.26
34.250
0.00 0.08
0.148
0 5.26
34.333
0.00 0.08
0.147
0 5.25
34.417
0.00 0.08
0.147
0 5.25
34.500
0.00 0.08
0.146
0 5.24
34.583
0.00 0.08
0.146
0 5.23
34.667
0.00 0.08
0.145
0 5.23
34.750
0.00 0.08
0.145
0 5.22
34.833
0.00 0.08
0.144
0 5.21
34.917
0.00 0.08
0.143
0 5.21
35.000
0.00 0.08
0.143
0 5.20
35.083
0.00 0.08
0.142
0 5.19
35.167
0.00 0.08
0.142
0 5.19
35.250
0.00 0.08
0.141
0 5.18
35.333
0.00 0.08
0.141
0 I I
I I 5.17
35.417
0.00 0.08
0.140
0 5.17
35.500
0.00 0.08
0.140
0 5.16
35.583
0.00 0.08
0.139
0 5.15
35.667
0.00 0.08
0.139
0 5.15
35.750
0.00 0.08
0.138
0 5.14
35.833
0.00 0.08
0.138
0 5.13
35.917
0.00 0.08
0.137
0 5.13
36.000
0.00 0.08
0.137
0 5.12
36.083
0.00 0.08
0.136
0 5.11
36.167
0.00 0.08
0.136
0 5.11
36.250
0.00 0.08
0.135
0 5.10
36.333
0.00 0.08
0.135
0 5.09
36.417
0.00 0.08
0.134
0 5.09
36.500
0.00 0.08
0.134
0 5.08
36.583
0.00 0.08
0.133
0 5.08
36.667
0.00 0.08
0.132
0 5.07
36.750
0.00 0.08
0.132
0 5.06
36.833
0.00 0.08
0.131
0 5.06
36.917
0.00 0.08
0.131
0 5.05
37.000
0.00 0.08
0.130
0 5.04
37.083
0.00 0.08
0.130
0 5.04
37.167
0.00 0.08
0.129
0 5.03
37.250
0.00 0.08
0.129
0 5.02
37.333
0.00 0.08
0.128
0 5.02
37.417
0.00 0.08
0.128
0 5.01
37.500
0.00 0.08
0.127
0 5.00
37.583
0.00 0.08
0.127
0 5.00
37.667
0.00 0.08
0.126
0 4.99
37.750
0.00 0.08
0.126
0 4.98
37.833
0.00 0.08
0.125
0 4.97
37.917
0.00 0.08
0.125
0 4.96
38.000
0.00 0.08
0.124
0 4.95
38.083
0.00 0.08
0.124
0 4.94
38.167
0.00 0.08
0.123
0 4.93
38.250
0.00 0.08
0.123
0 4.92
38.333
0.00 0.08
0.122
0 4.91
38.417
0.00 0.08
0.122
0 4.90
38.500
0.00 0.08
0.121
0 4.89
38.583
0.00 0.08
0.120
0 4.89
38.667
0.00 0.08
0.120
0 4.88
38.750
0.00 0.08
0.119
0 4.87
38.833
0.00 0.08
0.119
0 4.86
38.917
0.00 0.08
0.118
0 4.85
39.000
0.00 0.08
0.118
0 4.84
39.083
0.00 0.08
0.117
0 4.83
39.167
0.00 0.08
0.117
0 4.82
39.250
0.00 0.08
0.116
0 4.81
39.333
0.00 0.08
0.116
0 4.80
39.417
0.00 0.08
0.115
0 4.79
39.500
0.00 0.08
0.115
0 I I
I I 4.78
39.583
0.00 0.08
0.114
0 4.78
39.667
0.00 0.08
0.114
0 4.77
39.750
0.00 0.08
0.113
0 4.76
39.833
0.00 0.08
0.113
0 4.75
39.917
0.00 0.08
0.112
0 4.74
40.000
0.00 0.08
0.112
0 4.73
40.083
0.00 0.08
0.111
0 4.72
40.167
0.00 0.08
0.111
0 4.71
40.250
0.00 0.08
0.110
0 4.70
40.333
0.00 0.08
0.109
0 4.69
40.417
0.00 0.08
0.109
0 4.68
40.500
0.00 0.08
0.108
0 4.67
40.583
0.00 0.08
0.108
0 4.66
40.667
0.00 0.08
0.107
0 4.66
40.750
0.00 0.08
0.107
0 4.65
40.833
0.00 0.08
0.106
0 4.64
40.917
0.00 0.08
0.106
0 4.63
41.000
0.00 0.08
0.105
0 4.62
41.083
0.00 0.08
0.105
0 4.61
41.167
0.00 0.08
0.104
0 4.60
41.250
0.00 0.08
0.104
0 4.59
41.333
0.00 0.08
0.103
0 4.58
41.417
0.00 0.08
0.103
0 4.57
41.500
0.00 0.08
0.102
0 4.56
41.583
0.00 0.08
0.102
0 4.55
41.667
0.00 0.08
0.101
0 4.55
41.750
0.00 0.08
0.101
0 4.54
41.833
0.00 0.08
0.100
0 4.53
41.917
0.00 0.08
0.100
0 4.52
42.000
0.00 0.08
0.099
0 4.51
42.083
0.00 0.08
0.098
0 4.50
42.167
0.00 0.08
0.098
0 4.49
42.250
0.00 0.08
0.097
0 4.48
42.333
0.00 0.08
0.097
0 4.47
42.417
0.00 0.08
0.096
0 4.46
42.500
0.00 0.08
0.096
0 4.45
42.583
0.00 0.08
0.095
0 4.44
42.667
0.00 0.08
0.095
0 4.44
42.750
0.00 0.08
0.094
0 4.43
42.833
0.00 0.08
0.094
0 4.42
42.917
0.00 0.08
0.093
0 4.41
43.000
0.00 0.08
0.093
0 4.40
43.083
0.00 0.08
0.092
0 4.39
43.167
0.00 0.08
0.092
0 4.38
43.250
0.00 0.08
0.091
0 4.37
43.333
0.00 0.08
0.091
0 4.36
43.417
0.00 0.08
0.090
0 4.35
43.500
0.00 0.08
0.090
0 4.34
43.583
0.00 0.08
0.089
0 4.33
43.667
0.00 0.08
0.089
0 I I
I I 4.33
43.750
0.00 0.08
0.088
0 4.32
43.833
0.00 0.08
0.087
0 4.31
43.917
0.00 0.08
0.087
0 4.30
44.000
0.00 0.08
0.086
0 4.29
44.083
0.00 0.08
0.086
0 4.28
44.167
0.00 0.08
0.085
0 4.27
44.250
0.00 0.08
0.085
0 4.26
44.333
0.00 0.08
0.084
0 4.25
44.417
0.00 0.08
0.084
0 4.24
44.500
0.00 0.08
0.083
0 4.23
44.583
0.00 0.08
0.083
0 4.22
44.667
0.00 0.08
0.082
0 4.21
44.750
0.00 0.08
0.082
0 4.21
44.833
0.00 0.08
0.081
0 4.20
44.917
0.00 0.08
0.081
0 4.19
45.000
0.00 0.08
0.080
0 4.18
45.083
0.00 0.08
0.080
0 4.17
45.167
0.00 0.08
0.079
0 4.16
45.250
0.00 0.08
0.079
0 4.15
45.333
0.00 0.08
0.078
0 4.14
45.417
0.00 0.08
0.078
0 4.13
45.500
0.00 0.08
0.077
0 4.12
45.583
0.00 0.08
0.076
0 4.11
45.667
0.00 0.08
0.076
0 4.10
45.750
0.00 0.08
0.075
0 4.10
45.833
0.00 0.08
0.075
0 4.09
45.917
0.00 0.08
0.074
0 4.08
46.000
0.00 0.08
0.074
0 4.07
46.083
0.00 0.08
0.073
0 4.06
46.167
0.00 0.08
0.073
0 4.05
46.250
0.00 0.08
0.072
0 4.04
46.333
0.00 0.08
0.072
0 4.03
46.417
0.00 0.08
0.071
0 4.02
46.500
0.00 0.08
0.071
0 4.01
46.583
0.00 0.08
0.070
0 4.00
46.667
0.00 0.08
0.070
0 3.98
46.750
0.00 0.08
0.069
0 3.94
46.833
0.00 0.08
0.069
0 3.90
46.917
0.00 0.08
0.068
0 3.87
47.000
0.00 0.08
0.068
0 3.83
47.083
0.00 0.08
0.067
0 3.79
47.167
0.00 0.08
0.067
0 3.75
47.250
0.00 0.08
0.066
0 3.72
47.333
0.00 0.08
0.065
0 3.68
47.417
0.00 0.08
0.065
0 3.64
47.500
0.00 0.08
0.064
0 3.60
47.583
0.00 0.08
0.064
0 3.57
47.667
0.00 0.08
0.063
0 3.53
47.750
0.00 0.08
0.063
0 3.49
47.833
0.00 0.08
0.062
0 I I
I I 3.45
47.917
0.00 0.08
0.062
0 3.42
48.000
0.00 0.08
0.061
0 3.38
48.083
0.00 0.08
0.061
0 3.34
48.167
0.00 0.08
0.060
0 3.30
48.250
0.00 0.08
0.060
0 3.27
48.333
0.00 0.08
0.059
0 3.23
48.417
0.00 0.08
0.059
0 3.19
48.500
0.00 0.08
0.058
0 3.16
48.583
0.00 0.08
0.058
0 3.12
48.667
0.00 0.08
0.057
0 3.08
48.750
0.00 0.08
0.057
0 3.04
48.833
0.00 0.08
0.056
0 3.01
48.917
0.00 0.08
0.056
0 2.98
49.000
0.00 0.07
0.055
0 2.95
49.083
0.00 0.07
0.055
0 2.92
49.167
0.00 0.07
0.054
0 2.89
49.250
0.00 0.07
0.054
0 2.87
49.333
0.00 0.07
0.053
0 2.84
49.417
0.00 0.07
0.053
0 2.81
49.500
0.00 0.07
0.052
0 2.79
49.583
0.00 0.07
0.052
0 2.76
49.667
0.00 0.07
0.051
0 2.74
49.750
0.00 0.07
0.051
0 2.71
49.833
0.00 0.07
0.050
0 2.69
49.917
0.00 0.07
0.050
0 2.66
50.000
0.00 0.07
0.049
0 2.64
50.083
0.00 0.07
0.049
0 2.61
50.167
0.00 0.07
0.048
0 2.59
50.250
0.00 0.06
0.048
0 2.56
50.333
0.00 0.06
0.047
0 2.54
50.417
0.00 0.06
0.047
0 2.52
50.500
0.00 0.06
0.047
0 2.49
50.583
0.00 0.06
0.046
0 2.47
50.667
0.00 0.06
0.046
0 2.45
50.750
0.00 0.06
0.045
0 2.42
50.833
0.00 0.06
0.045
0 2.40
50.917
0.00 0.06
0.044
0 2.38
51.000
0.00 0.06
0.044
0 2.36
51.083
0.00 0.06
0.044
0 2.33
51.167
0.00 0.06
0.043
0 2.31
51.250
0.00 0.06
0.043
0 2.29
51.333
0.00 0.06
0.042
0 2.27
51.417
0.00 0.06
0.042
0 2.25
51.500
0.00 0.06
0.042
0 2.23
51.583
0.00 0.06
0.041
0 2.21
51.667
0.00 0.06
0.041
0 2.19
51.750
0.00 0.05
0.040
0 2.17
51.833
0.00 0.05
0.040
0 2.15
51.917
0.00 0.05
0.040
0 2.13
52.000
0.00 0.05
0.039
0 I I
I I 2.11
52.083
0.00 0.05
0.039
0 2.09
52.167
0.00 0.05
0.039
0 2.07
52.250
0.00 0.05
0.038
0 2.05
52.333
0.00 0.05
0.038
0 2.03
52.417
0.00 0.05
0.038
0 2.01
52.500
0.00 0.05
0.037
0 1.99
52.583
0.00 0.05
0.037
0 1.97
52.667
0.00 0.05
0.036
0 1.95
52.750
0.00 0.05
0.036
0 1.94
52.833
0.00 0.05
0.036
0 1.92
52.917
0.00 0.05
0.035
0 1.90
53.000
0.00 0.05
0.035
0 1.88
53.083
0.00 0.05
0.035
0 1.87
53.167
0.00 0.05
0.034
0 1.85
53.250
0.00 0.05
0.034
0 1.83
53.333
0.00 0.05
0.034
0 1.81
53.417
0.00 0.05
0.034
0 1.80
53.500
0.00 0.05
0.033
0 1.78
53.583
0.00 0.04
0.033
0 1.76
53.667
0.00 0.04
0.033
0 1.75
53.750
0.00 0.04
0.032
0 1.73
53.833
0.00 0.04
0.032
0 1.71
53.917
0.00 0.04
0.032
0 1.70
54.000
0.00 0.04
0.031
0 1.68
54.083
0.00 0.04
0.031
0 1.67
54.167
0.00 0.04
0.031
0 1.65
54.250
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0.031
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54.333
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0.030
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54.417
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0.030
0 1.61
54.500
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54.583
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54.667
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54.750
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54.833
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54.917
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55.000
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55.083
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55.167
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55.250
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55.333
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55.417
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55.500
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55.583
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55.667
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55.750
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55.833
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55.917
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56.000
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56.083
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0.025
0 1.33
56.167
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0.025
0 I I
I I 1.32
56.250
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0.024
0 1.31
56.333
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0.024
0 1.30
56.417
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56.500
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56.583
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0.024
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56.667
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0.023
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56.750
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0.023
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56.833
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0.023
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56.917
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0.023
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57.000
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0.022
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57.083
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0.022
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57.167
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0.022
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57.250
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0.022
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57.333
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0.022
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57.417
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0.021
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57.500
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0.021
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57.583
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0.021
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57.667
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0.021
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57.750
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0.021
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57.833
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57.917
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58.000
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58.083
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0.020
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58.167
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0.020
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58.250
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0.020
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58.333
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58.417
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58.500
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58.583
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58.667
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58.750
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58.833
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58.917
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59.000
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59.083
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59.167
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59.250
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59.333
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59.417
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59.500
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59.667
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59.750
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59.833
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60.000
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60.250
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60.333
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0.015
0 I I
I I 0.83
60.417
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0 0.82
60.500
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0.015
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60.583
0.00 0.02
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60.667
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60.750
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60.833
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60.917
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0.014
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61.000
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61.083
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61.167
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61.250
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61.333
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61.417
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61.500
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61.583
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61.667
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61.750
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61.833
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61.917
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62.000
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62.083
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62.167
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62.250
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62.333
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62.417
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62.500
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62.583
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62.667
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62.833
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62.917
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63.000
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63.333
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63.667
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63.833
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64.500
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0.010
0 I I
I I 0.52
64.583
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64.667
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64.750
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64.833
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64.917
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65.667
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65.833
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65.917
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66.000
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66.083
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66.500
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66.667
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67.833
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68.583
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68.667
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0.006
0 I I
I I 0.32
68.750
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0 0.32
68.833
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68.917
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69.000
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69.083
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69.167
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69.250
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69.500
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69.583
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69.667
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69.750
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69.833
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70.083
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70.667
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70.833
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72.750
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72.833
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0.004
0 I I
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72.917
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73.000
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73.083
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73.167
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73.250
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73.333
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73.417
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73.500
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73.583
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73.667
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73.750
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73.833
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73.917
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74.000
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74.083
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74.167
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74.250
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74.333
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74.417
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74.500
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74.667
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74.750
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74.833
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77.000
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0.002
0 I I
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77.083
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77.167
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77.250
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77.583
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77.667
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77.750
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77.833
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77.917
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78.000
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78.333
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78.417
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78.500
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78.667
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78.833
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78.917
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81.083
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81.167
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0.001
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81.250
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81.333
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81.417
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81.667
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81.833
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81.917
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82.000
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82.083
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82.167
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82.250
0.00 0.00
0.001
0 0.07
82.333
0.00 0.00
0.001
0 0.07
82.417
0.00 0.00
0.001
0 0.07
82.500
0.00 0.00
0.001
0 0.07
82.583
0.00 0.00
0.001
0 0.07
82.667
0.00 0.00
0.001
0 0.07
82.750
0.00 0.00
0.001
0 0.07
82.833
0.00 0.00
0.001
0 0.07
82.917
0.00 0.00
0.001
0 0.07
83.000
0.00 0.00
0.001
0 0.07
83.083
0.00 0.00
0.001
0 0.06
83.167
0.00 0.00
0.001
0 0.06
83.250
0.00 0.00
0.001
0 0.06
83.333
0.00 0.00
0.001
0 0.06
83.417
0.00 0.00
0.001
0 0.06
83.500
0.00 0.00
0.001
0 0.06
83.583
0.00 0.00
0.001
0 0.06
83.667
0.00 0.00
0.001
0 0.06
83.750
0.00 0.00
0.001
0 0.06
83.833
0.00 0.00
0.001
0 0.06
83.917
0.00 0.00
0.001
0 0.06
84.000
0.00 0.00
0.001
0 0.06
84.083
0.00 0.00
0.001
0 0.06
84.167
0.00 0.00
0.001
0 0.06
84.250
0.00 0.00
0.001
0 0.06
84.333
0.00 0.00
0.001
0 0.06
84.417
0.00 0.00
0.001
0 0.06
84.500
0.00 0.00
0.001
0 0.05
84.583
0.00 0.00
0.001
0 0.05
84.667
0.00 0.00
0.001
0 0.05
84.750
0.00 0.00
0.001
0 0.05
84.833
0.00 0.00
0.001
0 0.05
84.917
0.00 0.00
0.001
0 0.05
85.000
0.00 0.00
0.001
0 0.05
85.083
0.00 0.00
0.001
0 0.05
85.167
0.00 0.00
0.001
0 0.05
85.250
0.00 0.00
0.001
0 0.05
85.333
0.00 0.00
0.001
0 I I
I I 0.05
85.417
0.00 0.00
0.001
0 0.05
85.500
0.00 0.00
0.001
0 0.05
85.583
0.00 0.00
0.001
0 0.05
85.667
0.00 0.00
0.001
0 0.05
85.750
0.00 0.00
0.001
0 0.05
85.833
0.00 0.00
0.001
0 0.05
85.917
0.00 0.00
0.001
0 0.05
86.000
0.00 0.00
0.001
0 0.05
86.083
0.00 0.00
0.001
0 0.05
86.167
0.00 0.00
0.001
0 0.05
86.250
0.00 0.00
0.001
0 0.05
86.333
0.00 0.00
0.001
0 0.04
86.417
0.00 0.00
0.001
0 0.04
86.500
0.00 0.00
0.001
0 0.04
86.583
0.00 0.00
0.001
0 0.04
86.667
0.00 0.00
0.001
0 0.04
86.750
0.00 0.00
0.001
0 0.04
86.833
0.00 0.00
0.001
0 0.04
86.917
0.00 0.00
0.001
0 0.04
87.000
0.00 0.00
0.001
0 0.04
87.083
0.00 0.00
0.001
0 0.04
87.167
0.00 0.00
0.001
0 0.04
87.250
0.00 0.00
0.001
0 0.04
87.333
0.00 0.00
0.001
0 0.04
87.417
0.00 0.00
0.001
0 0.04
87.500
0.00 0.00
0.001
0 I I
I I 0.04
****************************HYDROGRAPH DATA**************************** Number of intervals = 1050
Time interval = 5.0 (Min.)
Maximum/Peak flow rate = 15.175 (CFS)
Total volume = 2.668 (Ac.Ft)
Status of hydrographs being held in storage
Stream 1 Stream 2 Stream 3 Stream 4 Stream 5
Peak (CFS) 0.000 0.000 0.000 0.000 0.000
Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000
***********************************************************************
FLOOD HYDROGRAPH ROUTING PROGRAM
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2018
Study date: 08/22/22
TTM 20372
Basin Routing - DA 2
2 yr
24 hr
Program License Serial Number 6481
-------------------------------------------------------------------- ********************* HYDROGRAPH INFORMATION ********************** From study/file name: 173postuh2242.rte
****************************HYDROGRAPH DATA**************************** Number of intervals = 294
Time interval = 5.0 (Min.)
Maximum/Peak flow rate = 5.649 (CFS)
Total volume = 0.812 (Ac.Ft)
Status of hydrographs being held in storage
Stream 1 Stream 2 Stream 3 Stream 4 Stream 5
Peak (CFS) 0.000 0.000 0.000 0.000 0.000
Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000
*********************************************************************** ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 201.000 to Point/Station 202.000 **** RETARDING BASIN ROUTING ****
User entry of depth -outflow -storage data
-------------------------------------------------------------------- Total number of inflow hydrograph intervals = 294
Hydrograph time unit = 5.000 (Min.)
Initial depth in storage basin = 0.00(Ft.)
-------------------------------------------------------------------- -------------------------------------------------------------------- Initial
basin
depth =
0.00 (Ft.)
Initial
basin
storage
= 0.00 (Ac.Ft)
Initial
basin
outflow
= 0.00 (CFS)
-------------------------------------------------------------------- Depth vs. Storage and
Depth vs.
Discharge
data:
Basin Depth
Storage
Outflow
(S-0*dt/2)
(S+0*dt/2)
(Ft.)
--------------------------------------------------------------------- (Ac.Ft)
(CFS)
(Ac.Ft)
(Ac.Ft)
0.000
0.000
0.000
0.000
0.000
3.000
0.050
0.067
0.050
0.050
4.000
0.062
0.067
0.062
0.062
5.000
0.115
0.067
0.115
0.115
6.000
0.194
0.067
0.194
0.194
6.170
0.212
0.812
0.209
0.215
6.330
0.230
2.185
0.222
0.238
7.000
0.302
2.185
0.294
0.310
8.000
0.439
2.185
0.431
0.447
8.170
0.467
4.429
0.452
0.482
8.330
0.496
8.876
0.465
0.527
9.000
0.610
15.000
0.558
0.662
Hydrograph Detention Basin Routing
Graph values: 'I'=
unit inflow; 'O'=outflow at time shown
Time
--------------------------------------------------------------------- Inflow
Outflow
Storage
Depth
(Hours)
(CFS)
(CFS)
(Ac.Ft)
.0 1.4 2.82 4.24
5.65 (Ft.)
0.083
0.01 0.00
0.000
0 0.00
0.167
0.07 0.00
0.000
0 0.02
0.250
0.14 0.00
0.001
0 0.06
0.333
0.17 0.00
0.002
0 0.12
0.417
0.17 0.00
0.003
0 0.19
0.500
0.18 0.01
0.004
OI
0.26 0.583
0.18 0.01
0.006
OI
0.33 0.667
0.18 0.01
0.007
OI
0.40 0.750
0.18 0.01
0.008
OI
0.47 0.833
0.18 0.01
0.009
OI
0.54 0.917
0.18 0.01
0.010
OI
0.61 1.000
0.18 0.02
0.011
OI
0.68 1.083
0.18 0.02
0.013
OI
0.75 1.167
0.18 0.02
0.014
OI
0.82 1.250
0.18 0.02
0.015
OI
0.89 1.333
0.18 0.02
0.016
OI
0.95 1.417
0.18 0.02
0.017
OI
1.02 1.500
0.18 0.02
0.018
OI
1.09 1.583
0.18 0.03
0.019
OI
1.15 1.667
0.19 0.03
0.020
OI
1.22 1.750
0.19 0.03
0.021
OI
1.28 1.833
0.19 0.03
0.022
OI
1.35 1.917
0.19 0.03
0.024
OI
1.41 2.000
0.19 0.03
0.025
OI I I I
I 1.48
2.083
0.19 0.03
0.026
01 1.54
2.167
0.19 0.04
0.027
01 1.60
2.250
0.19 0.04
0.028
01 1.67
2.333
0.19 0.04
0.029
01 1.73
2.417
0.19 0.04
0.030
01 1.79
2.500
0.19 0.04
0.031
01 1.85
2.583
0.19 0.04
0.032
01 1.92
2.667
0.19 0.04
0.033
01 1.98
2.750
0.19 0.05
0.034
01 2.04
2.833
0.19 0.05
0.035
01 2.10
2.917
0.20 0.05
0.036
01 2.16
3.000
0.20 0.05
0.037
01 2.22
3.083
0.20 0.05
0.038
01 2.28
3.167
0.20 0.05
0.039
01 2.34
3.250
0.20 0.05
0.040
01 2.40
3.333
0.20 0.05
0.041
01 2.46
3.417
0.20 0.06
0.042
01 2.52
3.500
0.20 0.06
0.043
01 2.58
3.583
0.20 0.06
0.044
01 2.64
3.667
0.20 0.06
0.045
01 2.70
3.750
0.20 0.06
0.046
01 2.76
3.833
0.20 0.06
0.047
01 2.81
3.917
0.20 0.06
0.048
01 2.87
4.000
0.20 0.07
0.049
01 2.93
4.083
0.21 0.07
0.050
01 2.99
4.167
0.21 0.07
0.051
01 3.06
4.250
0.21 0.07
0.052
01 3.14
4.333
0.21 0.07
0.053
01 3.22
4.417
0.21 0.07
0.054
01 3.30
4.500
0.21 0.07
0.055
01 3.38
4.583
0.21 0.07
0.056
01 3.46
4.667
0.21 0.07
0.057
01 3.55
4.750
0.21 0.07
0.058
01 3.63
4.833
0.21 0.07
0.059
01 3.71
4.917
0.21 0.07
0.060
01 3.80
5.000
0.21 0.07
0.061
01 3.88
5.083
0.22 0.07
0.062
01 3.97
5.167
0.22 0.07
0.063
01 4.01
5.250
0.22 0.07
0.064
01 4.03
5.333
0.22 0.07
0.065
01 4.05
5.417
0.22 0.07
0.066
01 4.07
5.500
0.22 0.07
0.067
01 4.09
5.583
0.22 0.07
0.068
01 4.11
5.667
0.22 0.07
0.069
01 4.13
5.750
0.22 0.07
0.070
01 4.15
5.833
0.22 0.07
0.071
01 4.17
5.917
0.22 0.07
0.072
01 4.19
6.000
0.23 0.07
0.073
01 4.21
6.083
0.23 0.07
0.074
01 4.23
6.167
0.23 0.07
0.075
01 I I
I I 4.25
6.250
0.23 0.07
0.077
01 4.27
6.333
0.23 0.07
0.078
01 4.30
6.417
0.23 0.07
0.079
01 4.32
6.500
0.23 0.07
0.080
01 4.34
6.583
0.23 0.07
0.081
01 4.36
6.667
0.23 0.07
0.082
01 4.38
6.750
0.24 0.07
0.083
01 4.40
6.833
0.24 0.07
0.085
01 4.43
6.917
0.24 0.07
0.086
01 4.45
7.000
0.24 0.07
0.087
01 4.47
7.083
0.24 0.07
0.088
01 4.49
7.167
0.24 0.07
0.089
01 4.51
7.250
0.24 0.07
0.090
OI
4.54 7.333
0.24 0.07
0.092
01 4.56
7.417
0.25 0.07
0.093
01 4.58
7.500
0.25 0.07
0.094
01 4.61
7.583
0.25 0.07
0.095
01 4.63
7.667
0.25 0.07
0.097
01 4.65
7.750
0.25 0.07
0.098
01 4.68
7.833
0.25 0.07
0.099
OI
4.70 7.917
0.25 0.07
0.100
OI
4.73 8.000
0.25 0.07
0.102
01 4.75
8.083
0.26 0.07
0.103
01 4.77
8.167
0.26 0.07
0.104
01 4.80
8.250
0.26 0.07
0.106
01 4.82
8.333
0.26 0.07
0.107
01 4.85
8.417
0.26 0.07
0.108
01 4.87
8.500
0.26 0.07
0.110
OI
4.90 8.583
0.27 0.07
0.111
OI
4.93 8.667
0.27 0.07
0.112
01 4.95
8.750
0.27 0.07
0.114
01 4.98
8.833
0.27 0.07
0.115
01 5.00
8.917
0.27 0.07
0.117
01 5.02
9.000
0.27 0.07
0.118
01 5.04
9.083
0.28 0.07
0.119
OI
5.06 9.167
0.28 0.07
0.121
01 5.07
9.250
0.28 0.07
0.122
01 5.09
9.333
0.28 0.07
0.124
01 5.11
9.417
0.28 0.07
0.125
01 5.13
9.500
0.29 0.07
0.127
01 5.15
9.583
0.29 0.07
0.128
01 5.17
9.667
0.29 0.07
0.130
01 5.19
9.750
0.29 0.07
0.131
01 5.21
9.833
0.29 0.07
0.133
01 5.23
9.917
0.30 0.07
0.134
01 5.25
10.000
0.30 0.07
0.136
01 5.27
10.083
0.30 0.07
0.138
01 5.29
10.167
0.30 0.07
0.139
01 5.31
10.250
0.30 0.07
0.141
01 5.33
10.333
0.31 0.07
0.143
01 I I
I I 5.35
10.417
0.31 0.07
0.144
01 5.37
10.500
0.31 0.07
0.146
01 5.39
10.583
0.31 0.07
0.148
01 5.41
10.667
0.32 0.07
0.149
01 5.43
10.750
0.32 0.07
0.151
01 5.46
10.833
0.32 0.07
0.153
01 5.48
10.917
0.33 0.07
0.155
01 5.50
11.000
0.33 0.07
0.156
01 5.52
11.083
0.33 0.07
0.158
01 5.55
11.167
0.33 0.07
0.160
01 5.57
11.250
0.34 0.07
0.162
01 5.59
11.333
0.34 0.07
0.164
01 5.62
11.417
0.34 0.07
0.166
01 5.64
11.500
0.35 0.07
0.168
01 5.66
11.583
0.35 0.07
0.169
01 5.69
11.667
0.35 0.07
0.171
0 I
5.71 11.750
0.36 0.07
0.173
0 I
5.74 11.833
0.36 0.07
0.175
0 I
5.76 11.917
0.37 0.07
0.177
0 I
5.79 12.000
0.37 0.07
0.180
0 I
5.82 12.083
0.38 0.07
0.182
0 I
5.84 12.167
0.43 0.07
0.184
0 I
5.87 12.250
0.49 0.07
0.187
0 I
5.91 12.333
0.51 0.07
0.190
0 I
5.95 12.417
0.52 0.07
0.193
0 I
5.98 12.500
0.53 0.14
0.196
0 I
6.02 12.583
0.54 0.24
0.198
10 I 1 1
1 1 6.04
12.667
0.54 0.31
0.200
10 I 1 1
1 1 6.06
12.750
0.55 0.37
0.201
01 6.07
12.833
0.55 0.41
0.202
01 6.08
12.917
0.56 0.45
0.203
01 6.09
13.000
0.56 0.48
0.204
01 6.09
13.083
0.57 0.50
0.204
01 6.10
13.167
0.57 0.52
0.205
01 6.10
13.250
0.58 0.53
0.205
0 6.11
13.333
0.59 0.54
0.206
0 6.11
13.417
0.59 0.56
0.206
0 6.11
13.500
0.60 0.57
0.206
0 6.11
13.583
0.61 0.58
0.206
0 6.12
13.667
0.62 0.58
0.207
0 6.12
13.750
0.62 0.59
0.207
0 6.12
13.833
0.63 0.60
0.207
0 6.12
13.917
0.64 0.61
0.207
0 6.12
14.000
0.65 0.62
0.207
0 6.13
14.083
0.66 0.63
0.208
0 6.13
14.167
0.67 0.64
0.208
0 6.13
14.250
0.68 0.65
0.208
0 6.13
14.333
0.70 0.66
0.208
0 6.14
14.417
0.71 0.67
0.209
01 6.14
14.500
0.72 0.68
0.209
I 01 I I
I I 6.14
14.583
0.74 0.69
0.209
OI
6.14 14.667
0.75 0.71
0.209
OI
6.15 14.750
0.77 0.72
0.210
0 6.15
14.833
0.79 0.73
0.210
0 6.15
14.917
0.81 0.75
0.210
0 6.16
15.000
0.83 0.77
0.211
0 6.16
15.083
0.85 0.78
0.211
0 6.16
15.167
0.88 0.80
0.212
0 6.17
15.250
0.91 0.84
0.212
OI
6.17 15.333
0.94 0.87
0.213
OI
6.18 15.417
0.96 0.91
0.213
0 6.18
15.500
0.89 0.91
0.213
0 6.18
15.583
0.80 0.88
0.213
0 6.18
15.667
0.81 0.85
0.212
0 6.17
15.750
0.88 0.85
0.212
0 6.17
15.833
0.99 0.88
0.213
0 6.18
15.917
1.16 0.97
0.214
1 OI
1 6.19
16.000
1.48 1.11
0.216
0 I
6.21 16.083
2.50 1.48
0.221
0 I
6.25 16.167
5.21 2.19
0.235
0 I 6.37
16.250
5.65 2.19
0.257
0 I 6.58
16.333
2.82 2.19
0.271
0 Il
1 1 6.71
16.417
1.43 2.19
0.271
I 0 1
1 1 6.71
16.500
1.07 2.19
0.264
I
0 6.65
16.583
1.02 2.19
0.256
I
0 6.58
16.667
0.93 2.19
0.248
I
0 6.50
16.750
0.88 2.19
0.239
I
0 6.42
16.833
0.83 2.19
0.230
I
0 6.33
16.917
0.79 1.61
0.223
1 I
10 1
1 1 6.26
17.000
0.75 1.26
0.218
1 I
01 1
1 1 6.22
17.083
0.72 1.05
0.215
1 IO
1 6.20
17.167
0.70 0.91
0.213
I 0
6.18 17.250
0.67 0.81
0.212
IO
6.17 17.333
0.65 0.78
0.211
IO
6.16 17.417
0.63 0.74
0.210
IO
6.15 17.500
0.62 0.71
0.210
IO
6.15 17.583
0.60 0.69
0.209
1 0
6.14 17.667
0.59 0.66
0.208
0 6.14
17.750
0.57 0.64
0.208
0 6.13
17.833
0.56 0.62
0.207
0 6.13
17.917
0.55 0.61
0.207
0 6.12
18.000
0.54 0.59
0.207
0 6.12
18.083
0.52 0.58
0.206
1 IO
6.12 18.167
0.47 0.56
0.206
IO
6.11 18.250
0.41 0.53
0.205
0 6.10
18.333
0.38 0.49
0.204
0 6.10
18.417
0.36 0.46
0.204
0 6.09
18.500
0.35 0.44
0.203
0 6.08
18.583
0.35 0.42
0.202
JIO
I I
1 1 6.08
18.667
0.34 0.40
0.202
110
1 1
1 1 6.08
18.750
0.33 0.38
0.202
JIO I I
1 1 6.07
18.833
0.33 0.37
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0.32 0.36
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0.32 0.35
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10 1 1
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0.31 0.34
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10 1 1
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0.31 0.33
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10 1 1
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19.250
0.30 0.33
0.200
10 1 1
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0.30 0.32
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10 1 1
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0.29 0.31
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10 1 1
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19.500
0.29 0.31
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10 1 1
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0.29 0.30
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10 1 1
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0.28 0.30
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10 1 1
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0.28 0.29
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10 1 1
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0.27 0.29
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10 1 1
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0.27 0.28
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10 1 1
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0.27 0.28
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10 1 1
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0.26 0.28
0.199
10 1 1
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0.26 0.27
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10 1 1
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0.26 0.27
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10 1 1
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0.25 0.27
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10 1 1
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0.25 0.26
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10 1 1
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0.25 0.26
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10 1 1
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0.25 0.26
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10 1 1
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0.24 0.25
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10 1 1
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0.24 0.25
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10 1 1
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0.24 0.25
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10 1 1
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0.24 0.25
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10 1 1
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0.23 0.24
0.198
10 1 1
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0.23 0.24
0.198
10 1 1
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0.23 0.24
0.198
10 1 1
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21.250
0.23 0.24
0.198
10 1 1
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0.23 0.23
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10 1 1
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0.22 0.23
0.198
10 1 1
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21.500
0.22 0.23
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10 1 1
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0.22 0.23
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10 1 1
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0.22 0.23
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10 1 1
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21.750
0.22 0.22
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10 1 1
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0.21 0.22
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10 1 1
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0.21 0.22
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10 1 1
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22.000
0.21 0.22
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10 1 1
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0.21 0.22
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10 1 1
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0.21 0.21
0.198
10 1 1
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22.250
0.21 0.21
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10 1 1
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22.333
0.20 0.21
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10 1 1
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0.20 0.21
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10 1 1
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22.500
0.20 0.21
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10 1 1
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0.20 0.21
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10 1 1
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0.20 0.20
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10 1 1
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0.20 0.20
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10 1 1
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0.20 0.20
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10 1 1
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22.917
0.19 0.20
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10 1 1
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23.000
0.19 0.20
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10 1 1
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0.19 0.20
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10 1 1
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0.19 0.20
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10 1 1
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23.250
0.19 0.19
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10 1 1
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0.19 0.19
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10 1 1
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0.19 0.19
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10 1 1
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0.19 0.19
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10 1 1
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0.18 0.19
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10 1 1
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0.18 0.19
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10 1 1
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0.18 0.19
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10 1 1
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0.18 0.19
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10 1 1
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0.18 0.18
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10 1 1
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0.18 0.18
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10 1 1
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0.17 0.18
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I0
6.03 24.167
0.11 0.17
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0 6.02
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0.04 0.15
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0 6.02
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0.01 0.11
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0 6.01
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0.00 0.09
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0 6.00
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0.00 0.07
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0 6.00
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0.00 0.07
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0 5.99
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0.00 0.07
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0 5.99
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0.00 0.07
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0 5.98
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0.00 0.07
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0 5.98
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0.00 0.07
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0 5.97
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0.00 0.07
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0 5.96
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0.00 0.07
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0 5.96
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0.00 0.07
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0 5.95
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0.00 0.07
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0 5.95
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0.00 0.07
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0 5.94
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0.00 0.07
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0 5.94
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0.00 0.07
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0 5.93
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0.00 0.07
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0 5.92
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0.00 0.07
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0 5.92
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0.00 0.07
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0 5.91
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0.00 0.07
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0 5.91
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0.00 0.07
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0 5.90
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0.00 0.07
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0 5.89
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0.00 0.07
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0 5.89
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0.00 0.07
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0 5.88
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0.00 0.07
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0 5.88
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0.00 0.07
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0 5.87
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0.00 0.07
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0 5.87
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0.00 0.07
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0 5.86
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0.00 0.07
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0 5.85
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0.00 0.07
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0 5.85
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0.00 0.07
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0 5.84
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0.00 0.07
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0 5.84
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0.00 0.07
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0 5.83
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0.00 0.07
0.180
0 I I
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0.00 0.07
0.180
0 5.82
27.167
0.00 0.07
0.179
0 5.81
27.250
0.00 0.07
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0 5.81
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0.00 0.07
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0 5.80
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0.00 0.07
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0 5.80
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0.00 0.07
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0 5.79
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0.00 0.07
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0 5.78
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0.00 0.07
0.176
0 5.78
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0.00 0.07
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0 5.77
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0.00 0.07
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0 5.77
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0.00 0.07
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0 5.76
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0.00 0.07
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0 5.75
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0.00 0.07
0.174
0 5.75
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0.00 0.07
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0 5.74
28.250
0.00 0.07
0.173
0 5.74
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0.00 0.07
0.173
0 5.73
28.417
0.00 0.07
0.172
0 5.73
28.500
0.00 0.07
0.172
0 5.72
28.583
0.00 0.07
0.171
0 5.71
28.667
0.00 0.07
0.171
0 5.71
28.750
0.00 0.07
0.170
0 5.70
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0.00 0.07
0.170
0 5.70
28.917
0.00 0.07
0.170
0 5.69
29.000
0.00 0.07
0.169
0 5.68
29.083
0.00 0.07
0.169
0 5.68
29.167
0.00 0.07
0.168
0 5.67
29.250
0.00 0.07
0.168
0 5.67
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0.00 0.07
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0 5.66
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0.00 0.07
0.167
0 5.66
29.500
0.00 0.07
0.166
0 5.65
29.583
0.00 0.07
0.166
0 5.64
29.667
0.00 0.07
0.165
0 5.64
29.750
0.00 0.07
0.165
0 5.63
29.833
0.00 0.07
0.164
0 5.63
29.917
0.00 0.07
0.164
0 5.62
30.000
0.00 0.07
0.164
0 5.61
30.083
0.00 0.07
0.163
0 5.61
30.167
0.00 0.07
0.163
0 5.60
30.250
0.00 0.07
0.162
0 5.60
30.333
0.00 0.07
0.162
0 5.59
30.417
0.00 0.07
0.161
0 5.59
30.500
0.00 0.07
0.161
0 5.58
30.583
0.00 0.07
0.160
0 5.57
30.667
0.00 0.07
0.160
0 5.57
30.750
0.00 0.07
0.159
0 5.56
30.833
0.00 0.07
0.159
0 5.56
30.917
0.00 0.07
0.158
0 5.55
31.000
0.00 0.07
0.158
0 5.54
31.083
0.00 0.07
0.158
0 5.54
31.167
0.00 0.07
0.157
0 I I
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31.250
0.00 0.07
0.157
0 5.53
31.333
0.00 0.07
0.156
0 5.52
31.417
0.00 0.07
0.156
0 5.51
31.500
0.00 0.07
0.155
0 5.51
31.583
0.00 0.07
0.155
0 5.50
31.667
0.00 0.07
0.154
0 5.50
31.750
0.00 0.07
0.154
0 5.49
31.833
0.00 0.07
0.153
0 5.49
31.917
0.00 0.07
0.153
0 5.48
32.000
0.00 0.07
0.152
0 5.47
32.083
0.00 0.07
0.152
0 5.47
32.167
0.00 0.07
0.152
0 5.46
32.250
0.00 0.07
0.151
0 5.46
32.333
0.00 0.07
0.151
0 5.45
32.417
0.00 0.07
0.150
0 5.44
32.500
0.00 0.07
0.150
0 5.44
32.583
0.00 0.07
0.149
0 5.43
32.667
0.00 0.07
0.149
0 5.43
32.750
0.00 0.07
0.148
0 5.42
32.833
0.00 0.07
0.148
0 5.42
32.917
0.00 0.07
0.147
0 5.41
33.000
0.00 0.07
0.147
0 5.40
33.083
0.00 0.07
0.146
0 5.40
33.167
0.00 0.07
0.146
0 5.39
33.250
0.00 0.07
0.146
0 5.39
33.333
0.00 0.07
0.145
0 5.38
33.417
0.00 0.07
0.145
0 5.37
33.500
0.00 0.07
0.144
0 5.37
33.583
0.00 0.07
0.144
0 5.36
33.667
0.00 0.07
0.143
0 5.36
33.750
0.00 0.07
0.143
0 5.35
33.833
0.00 0.07
0.142
0 5.35
33.917
0.00 0.07
0.142
0 5.34
34.000
0.00 0.07
0.141
0 5.33
34.083
0.00 0.07
0.141
0 5.33
34.167
0.00 0.07
0.140
0 5.32
34.250
0.00 0.07
0.140
0 5.32
34.333
0.00 0.07
0.140
0 5.31
34.417
0.00 0.07
0.139
0 5.30
34.500
0.00 0.07
0.139
0 5.30
34.583
0.00 0.07
0.138
0 5.29
34.667
0.00 0.07
0.138
0 5.29
34.750
0.00 0.07
0.137
0 5.28
34.833
0.00 0.07
0.137
0 5.28
34.917
0.00 0.07
0.136
0 5.27
35.000
0.00 0.07
0.136
0 5.26
35.083
0.00 0.07
0.135
0 5.26
35.167
0.00 0.07
0.135
0 5.25
35.250
0.00 0.07
0.134
0 5.25
35.333
0.00 0.07
0.134
0 I I
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35.417
0.00 0.07
0.134
0 5.23
35.500
0.00 0.07
0.133
0 5.23
35.583
0.00 0.07
0.133
0 5.22
35.667
0.00 0.07
0.132
0 5.22
35.750
0.00 0.07
0.132
0 5.21
35.833
0.00 0.07
0.131
0 5.21
35.917
0.00 0.07
0.131
0 5.20
36.000
0.00 0.07
0.130
0 5.19
36.083
0.00 0.07
0.130
0 5.19
36.167
0.00 0.07
0.129
0 5.18
36.250
0.00 0.07
0.129
0 5.18
36.333
0.00 0.07
0.128
0 5.17
36.417
0.00 0.07
0.128
0 5.16
36.500
0.00 0.07
0.128
0 5.16
36.583
0.00 0.07
0.127
0 5.15
36.667
0.00 0.07
0.127
0 5.15
36.750
0.00 0.07
0.126
0 5.14
36.833
0.00 0.07
0.126
0 5.14
36.917
0.00 0.07
0.125
0 5.13
37.000
0.00 0.07
0.125
0 5.12
37.083
0.00 0.07
0.124
0 5.12
37.167
0.00 0.07
0.124
0 5.11
37.250
0.00 0.07
0.123
0 5.11
37.333
0.00 0.07
0.123
0 5.10
37.417
0.00 0.07
0.122
0 5.09
37.500
0.00 0.07
0.122
0 5.09
37.583
0.00 0.07
0.122
0 5.08
37.667
0.00 0.07
0.121
0 5.08
37.750
0.00 0.07
0.121
0 5.07
37.833
0.00 0.07
0.120
0 5.07
37.917
0.00 0.07
0.120
0 5.06
38.000
0.00 0.07
0.119
0 5.05
38.083
0.00 0.07
0.119
0 5.05
38.167
0.00 0.07
0.118
0 5.04
38.250
0.00 0.07
0.118
0 5.04
38.333
0.00 0.07
0.117
0 5.03
38.417
0.00 0.07
0.117
0 5.02
38.500
0.00 0.07
0.116
0 5.02
38.583
0.00 0.07
0.116
0 5.01
38.667
0.00 0.07
0.116
0 5.01
38.750
0.00 0.07
0.115
0 5.00
38.833
0.00 0.07
0.115
0 4.99
38.917
0.00 0.07
0.114
0 4.98
39.000
0.00 0.07
0.114
0 4.98
39.083
0.00 0.07
0.113
0 4.97
39.167
0.00 0.07
0.113
0 4.96
39.250
0.00 0.07
0.112
0 4.95
39.333
0.00 0.07
0.112
0 4.94
39.417
0.00 0.07
0.111
0 4.93
39.500
0.00 0.07
0.111
0 I I
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39.583
0.00 0.07
0.110
0 4.91
39.667
0.00 0.07
0.110
0 4.91
39.750
0.00 0.07
0.110
0 4.90
39.833
0.00 0.07
0.109
0 4.89
39.917
0.00 0.07
0.109
0 4.88
40.000
0.00 0.07
0.108
0 4.87
40.083
0.00 0.07
0.108
0 4.86
40.167
0.00 0.07
0.107
0 4.85
40.250
0.00 0.07
0.107
0 4.84
40.333
0.00 0.07
0.106
0 4.84
40.417
0.00 0.07
0.106
0 4.83
40.500
0.00 0.07
0.105
0 4.82
40.583
0.00 0.07
0.105
0 4.81
40.667
0.00 0.07
0.104
0 4.80
40.750
0.00 0.07
0.104
0 4.79
40.833
0.00 0.07
0.104
0 4.78
40.917
0.00 0.07
0.103
0 4.78
41.000
0.00 0.07
0.103
0 4.77
41.083
0.00 0.07
0.102
0 4.76
41.167
0.00 0.07
0.102
0 4.75
41.250
0.00 0.07
0.101
0 4.74
41.333
0.00 0.07
0.101
0 4.73
41.417
0.00 0.07
0.100
0 4.72
41.500
0.00 0.07
0.100
0 4.71
41.583
0.00 0.07
0.099
0 4.71
41.667
0.00 0.07
0.099
0 4.70
41.750
0.00 0.07
0.098
0 4.69
41.833
0.00 0.07
0.098
0 4.68
41.917
0.00 0.07
0.098
0 4.67
42.000
0.00 0.07
0.097
0 4.66
42.083
0.00 0.07
0.097
0 4.65
42.167
0.00 0.07
0.096
0 4.64
42.250
0.00 0.07
0.096
0 4.64
42.333
0.00 0.07
0.095
0 4.63
42.417
0.00 0.07
0.095
0 4.62
42.500
0.00 0.07
0.094
0 4.61
42.583
0.00 0.07
0.094
0 4.60
42.667
0.00 0.07
0.093
0 4.59
42.750
0.00 0.07
0.093
0 4.58
42.833
0.00 0.07
0.092
0 4.57
42.917
0.00 0.07
0.092
0 4.57
43.000
0.00 0.07
0.092
0 4.56
43.083
0.00 0.07
0.091
0 4.55
43.167
0.00 0.07
0.091
0 4.54
43.250
0.00 0.07
0.090
0 4.53
43.333
0.00 0.07
0.090
0 4.52
43.417
0.00 0.07
0.089
0 4.51
43.500
0.00 0.07
0.089
0 4.51
43.583
0.00 0.07
0.088
0 4.50
43.667
0.00 0.07
0.088
0 I I
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43.750
0.00 0.07
0.087
0 4.48
43.833
0.00 0.07
0.087
0 4.47
43.917
0.00 0.07
0.086
0 4.46
44.000
0.00 0.07
0.086
0 4.45
44.083
0.00 0.07
0.086
0 4.44
44.167
0.00 0.07
0.085
0 4.44
44.250
0.00 0.07
0.085
0 4.43
44.333
0.00 0.07
0.084
0 4.42
44.417
0.00 0.07
0.084
0 4.41
44.500
0.00 0.07
0.083
0 4.40
44.583
0.00 0.07
0.083
0 4.39
44.667
0.00 0.07
0.082
0 4.38
44.750
0.00 0.07
0.082
0 4.37
44.833
0.00 0.07
0.081
0 4.37
44.917
0.00 0.07
0.081
0 4.36
45.000
0.00 0.07
0.080
0 4.35
45.083
0.00 0.07
0.080
0 4.34
45.167
0.00 0.07
0.080
0 4.33
45.250
0.00 0.07
0.079
0 4.32
45.333
0.00 0.07
0.079
0 4.31
45.417
0.00 0.07
0.078
0 4.30
45.500
0.00 0.07
0.078
0 4.30
45.583
0.00 0.07
0.077
0 4.29
45.667
0.00 0.07
0.077
0 4.28
45.750
0.00 0.07
0.076
0 4.27
45.833
0.00 0.07
0.076
0 4.26
45.917
0.00 0.07
0.075
0 4.25
46.000
0.00 0.07
0.075
0 4.24
46.083
0.00 0.07
0.074
0 4.24
46.167
0.00 0.07
0.074
0 4.23
46.250
0.00 0.07
0.074
0 4.22
46.333
0.00 0.07
0.073
0 4.21
46.417
0.00 0.07
0.073
0 4.20
46.500
0.00 0.07
0.072
0 4.19
46.583
0.00 0.07
0.072
0 4.18
46.667
0.00 0.07
0.071
0 4.17
46.750
0.00 0.07
0.071
0 4.17
46.833
0.00 0.07
0.070
0 4.16
46.917
0.00 0.07
0.070
0 4.15
47.000
0.00 0.07
0.069
0 4.14
47.083
0.00 0.07
0.069
0 4.13
47.167
0.00 0.07
0.068
0 4.12
47.250
0.00 0.07
0.068
0 4.11
47.333
0.00 0.07
0.068
0 4.10
47.417
0.00 0.07
0.067
0 4.10
47.500
0.00 0.07
0.067
0 4.09
47.583
0.00 0.07
0.066
0 4.08
47.667
0.00 0.07
0.066
0 4.07
47.750
0.00 0.07
0.065
0 4.06
47.833
0.00 0.07
0.065
0 I I
I I 4.05
47.917
0.00 0.07
0.064
0 4.04
48.000
0.00 0.07
0.064
0 4.04
48.083
0.00 0.07
0.063
0 4.03
48.167
0.00 0.07
0.063
0 4.02
48.250
0.00 0.07
0.062
0 4.01
48.333
0.00 0.07
0.062
0 4.00
48.417
0.00 0.07
0.062
0 3.96
48.500
0.00 0.07
0.061
0 3.92
48.583
0.00 0.07
0.061
0 3.89
48.667
0.00 0.07
0.060
0 3.85
48.750
0.00 0.07
0.060
0 3.81
48.833
0.00 0.07
0.059
0 3.77
48.917
0.00 0.07
0.059
0 3.73
49.000
0.00 0.07
0.058
0 3.69
49.083
0.00 0.07
0.058
0 3.65
49.167
0.00 0.07
0.057
0 3.62
49.250
0.00 0.07
0.057
0 3.58
49.333
0.00 0.07
0.056
0 3.54
49.417
0.00 0.07
0.056
0 3.50
49.500
0.00 0.07
0.056
0 3.46
49.583
0.00 0.07
0.055
0 3.42
49.667
0.00 0.07
0.055
0 3.39
49.750
0.00 0.07
0.054
0 3.35
49.833
0.00 0.07
0.054
0 3.31
49.917
0.00 0.07
0.053
0 3.27
50.000
0.00 0.07
0.053
0 3.23
50.083
0.00 0.07
0.052
0 3.19
50.167
0.00 0.07
0.052
0 3.15
50.250
0.00 0.07
0.051
0 3.12
50.333
0.00 0.07
0.051
0 3.08
50.417
0.00 0.07
0.050
0 3.04
50.500
0.00 0.07
0.050
0 3.00
50.583
0.00 0.07
0.050
0 2.97
50.667
0.00 0.07
0.049
0 2.95
50.750
0.00 0.07
0.049
0 2.92
50.833
0.00 0.06
0.048
0 2.89
50.917
0.00 0.06
0.048
0 2.87
51.000
0.00 0.06
0.047
0 2.84
51.083
0.00 0.06
0.047
0 2.81
51.167
0.00 0.06
0.046
0 2.79
51.250
0.00 0.06
0.046
0 2.76
51.333
0.00 0.06
0.046
0 2.74
51.417
0.00 0.06
0.045
0 2.71
51.500
0.00 0.06
0.045
0 2.69
51.583
0.00 0.06
0.044
0 2.66
51.667
0.00 0.06
0.044
0 2.64
51.750
0.00 0.06
0.044
0 2.61
51.833
0.00 0.06
0.043
0 2.59
51.917
0.00 0.06
0.043
0 2.57
52.000
0.00 0.06
0.042
0 I I
I I 2.54
52.083
0.00 0.06
0.042
0 2.52
52.167
0.00 0.06
0.042
0 2.50
52.250
0.00 0.06
0.041
0 2.47
52.333
0.00 0.05
0.041
0 2.45
52.417
0.00 0.05
0.040
0 2.43
52.500
0.00 0.05
0.040
0 2.40
52.583
0.00 0.05
0.040
0 2.38
52.667
0.00 0.05
0.039
0 2.36
52.750
0.00 0.05
0.039
0 2.34
52.833
0.00 0.05
0.039
0 2.32
52.917
0.00 0.05
0.038
0 2.30
53.000
0.00 0.05
0.038
0 2.28
53.083
0.00 0.05
0.038
0 2.25
53.167
0.00 0.05
0.037
0 2.23
53.250
0.00 0.05
0.037
0 2.21
53.333
0.00 0.05
0.037
0 2.19
53.417
0.00 0.05
0.036
0 2.17
53.500
0.00 0.05
0.036
0 2.15
53.583
0.00 0.05
0.036
0 2.13
53.667
0.00 0.05
0.035
0 2.11
53.750
0.00 0.05
0.035
0 2.09
53.833
0.00 0.05
0.035
0 2.07
53.917
0.00 0.05
0.034
0 2.06
54.000
0.00 0.05
0.034
0 2.04
54.083
0.00 0.05
0.034
0 2.02
54.167
0.00 0.04
0.033
0 2.00
54.250
0.00 0.04
0.033
0 1.98
54.333
0.00 0.04
0.033
0 1.96
54.417
0.00 0.04
0.032
0 1.94
54.500
0.00 0.04
0.032
0 1.93
54.583
0.00 0.04
0.032
0 1.91
54.667
0.00 0.04
0.032
0 1.89
54.750
0.00 0.04
0.031
0 1.87
54.833
0.00 0.04
0.031
0 1.86
54.917
0.00 0.04
0.031
0 1.84
55.000
0.00 0.04
0.030
0 1.82
55.083
0.00 0.04
0.030
0 1.81
55.167
0.00 0.04
0.030
0 1.79
55.250
0.00 0.04
0.030
0 1.77
55.333
0.00 0.04
0.029
0 1.76
55.417
0.00 0.04
0.029
0 1.74
55.500
0.00 0.04
0.029
0 1.72
55.583
0.00 0.04
0.028
0 1.71
55.667
0.00 0.04
0.028
0 1.69
55.750
0.00 0.04
0.028
0 1.68
55.833
0.00 0.04
0.028
0 1.66
55.917
0.00 0.04
0.027
0 1.65
56.000
0.00 0.04
0.027
0 1.63
56.083
0.00 0.04
0.027
0 1.62
56.167
0.00 0.04
0.027
0 I I
I I 1.60
56.250
0.00 0.04
0.026
0 1.59
56.333
0.00 0.04
0.026
0 1.57
56.417
0.00 0.03
0.026
0 1.56
56.500
0.00 0.03
0.026
0 1.54
56.583
0.00 0.03
0.025
0 1.53
56.667
0.00 0.03
0.025
0 1.52
56.750
0.00 0.03
0.025
0 1.50
56.833
0.00 0.03
0.025
0 1.49
56.917
0.00 0.03
0.025
0 1.47
57.000
0.00 0.03
0.024
0 1.46
57.083
0.00 0.03
0.024
0 1.45
57.167
0.00 0.03
0.024
0 1.43
57.250
0.00 0.03
0.024
0 1.42
57.333
0.00 0.03
0.023
0 1.41
57.417
0.00 0.03
0.023
0 1.40
57.500
0.00 0.03
0.023
0 1.38
57.583
0.00 0.03
0.023
0 1.37
57.667
0.00 0.03
0.023
0 1.36
57.750
0.00 0.03
0.022
0 1.34
57.833
0.00 0.03
0.022
0 1.33
57.917
0.00 0.03
0.022
0 1.32
58.000
0.00 0.03
0.022
0 1.31
58.083
0.00 0.03
0.022
0 1.30
58.167
0.00 0.03
0.021
0 1.28
58.250
0.00 0.03
0.021
0 1.27
58.333
0.00 0.03
0.021
0 1.26
58.417
0.00 0.03
0.021
0 1.25
58.500
0.00 0.03
0.021
0 1.24
58.583
0.00 0.03
0.020
0 1.23
58.667
0.00 0.03
0.020
0 1.21
58.750
0.00 0.03
0.020
0 1.20
58.833
0.00 0.03
0.020
0 1.19
58.917
0.00 0.03
0.020
0 1.18
59.000
0.00 0.03
0.020
0 1.17
59.083
0.00 0.03
0.019
0 1.16
59.167
0.00 0.03
0.019
0 1.15
59.250
0.00 0.03
0.019
0 1.14
59.333
0.00 0.03
0.019
0 1.13
59.417
0.00 0.02
0.019
0 1.12
59.500
0.00 0.02
0.018
0 1.11
59.583
0.00 0.02
0.018
0 1.10
59.667
0.00 0.02
0.018
0 1.09
59.750
0.00 0.02
0.018
0 1.08
59.833
0.00 0.02
0.018
0 1.07
59.917
0.00 0.02
0.018
0 1.06
60.000
0.00 0.02
0.017
0 1.05
60.083
0.00 0.02
0.017
0 1.04
60.167
0.00 0.02
0.017
0 1.03
60.250
0.00 0.02
0.017
0 1.02
60.333
0.00 0.02
0.017
0 I I
I I 1.01
60.417
0.00 0.02
0.017
0 1.00
60.500
0.00 0.02
0.017
0 0.99
60.583
0.00 0.02
0.016
0 0.98
60.667
0.00 0.02
0.016
0 0.97
60.750
0.00 0.02
0.016
0 0.96
60.833
0.00 0.02
0.016
0 0.96
60.917
0.00 0.02
0.016
0 0.95
61.000
0.00 0.02
0.016
0 0.94
61.083
0.00 0.02
0.015
0 0.93
61.167
0.00 0.02
0.015
0 0.92
61.250
0.00 0.02
0.015
0 0.91
61.333
0.00 0.02
0.015
0 0.90
61.417
0.00 0.02
0.015
0 0.90
61.500
0.00 0.02
0.015
0 0.89
61.583
0.00 0.02
0.015
0 0.88
61.667
0.00 0.02
0.015
0 0.87
61.750
0.00 0.02
0.014
0 0.86
61.833
0.00 0.02
0.014
0 0.86
61.917
0.00 0.02
0.014
0 0.85
62.000
0.00 0.02
0.014
0 0.84
62.083
0.00 0.02
0.014
0 0.83
62.167
0.00 0.02
0.014
0 0.82
62.250
0.00 0.02
0.014
0 0.82
62.333
0.00 0.02
0.013
0 0.81
62.417
0.00 0.02
0.013
0 0.80
62.500
0.00 0.02
0.013
0 0.79
62.583
0.00 0.02
0.013
0 0.79
62.667
0.00 0.02
0.013
0 0.78
62.750
0.00 0.02
0.013
0 0.77
62.833
0.00 0.02
0.013
0 0.77
62.917
0.00 0.02
0.013
0 0.76
63.000
0.00 0.02
0.013
0 0.75
63.083
0.00 0.02
0.012
0 0.74
63.167
0.00 0.02
0.012
0 0.74
63.250
0.00 0.02
0.012
0 0.73
63.333
0.00 0.02
0.012
0 0.72
63.417
0.00 0.02
0.012
0 0.72
63.500
0.00 0.02
0.012
0 0.71
63.583
0.00 0.02
0.012
0 0.70
63.667
0.00 0.02
0.012
0 0.70
63.750
0.00 0.02
0.012
0 0.69
63.833
0.00 0.02
0.011
0 0.69
63.917
0.00 0.02
0.011
0 0.68
64.000
0.00 0.02
0.011
0 0.67
64.083
0.00 0.01
0.011
0 0.67
64.167
0.00 0.01
0.011
0 0.66
64.250
0.00 0.01
0.011
0 0.65
64.333
0.00 0.01
0.011
0 0.65
64.417
0.00 0.01
0.011
0 0.64
64.500
0.00 0.01
0.011
0 I I
I I 0.64
64.583
0.00 0.01
0.011
0 0.63
64.667
0.00 0.01
0.010
0 0.63
64.750
0.00 0.01
0.010
0 0.62
64.833
0.00 0.01
0.010
0 0.61
64.917
0.00 0.01
0.010
0 0.61
65.000
0.00 0.01
0.010
0 0.60
65.083
0.00 0.01
0.010
0 0.60
65.167
0.00 0.01
0.010
0 0.59
65.250
0.00 0.01
0.010
0 0.59
65.333
0.00 0.01
0.010
0 0.58
65.417
0.00 0.01
0.010
0 0.58
65.500
0.00 0.01
0.009
0 0.57
65.583
0.00 0.01
0.009
0 0.56
65.667
0.00 0.01
0.009
0 0.56
65.750
0.00 0.01
0.009
0 0.55
65.833
0.00 0.01
0.009
0 0.55
65.917
0.00 0.01
0.009
0 0.54
66.000
0.00 0.01
0.009
0 0.54
66.083
0.00 0.01
0.009
0 0.53
66.167
0.00 0.01
0.009
0 0.53
66.250
0.00 0.01
0.009
0 0.52
66.333
0.00 0.01
0.009
0 0.52
66.417
0.00 0.01
0.009
0 0.51
66.500
0.00 0.01
0.009
0 0.51
66.583
0.00 0.01
0.008
0 0.51
66.667
0.00 0.01
0.008
0 0.50
66.750
0.00 0.01
0.008
0 0.50
66.833
0.00 0.01
0.008
0 0.49
66.917
0.00 0.01
0.008
0 0.49
67.000
0.00 0.01
0.008
0 0.48
67.083
0.00 0.01
0.008
0 0.48
67.167
0.00 0.01
0.008
0 0.47
67.250
0.00 0.01
0.008
0 0.47
67.333
0.00 0.01
0.008
0 0.47
67.417
0.00 0.01
0.008
0 0.46
67.500
0.00 0.01
0.008
0 0.46
67.583
0.00 0.01
0.008
0 0.45
67.667
0.00 0.01
0.007
0 0.45
67.750
0.00 0.01
0.007
0 0.44
67.833
0.00 0.01
0.007
0 0.44
67.917
0.00 0.01
0.007
0 0.44
68.000
0.00 0.01
0.007
0 0.43
68.083
0.00 0.01
0.007
0 0.43
68.167
0.00 0.01
0.007
0 0.42
68.250
0.00 0.01
0.007
0 0.42
68.333
0.00 0.01
0.007
0 0.42
68.417
0.00 0.01
0.007
0 0.41
68.500
0.00 0.01
0.007
0 0.41
68.583
0.00 0.01
0.007
0 0.41
68.667
0.00 0.01
0.007
0 I I
I I 0.40
68.750
0.00 0.01
0.007
0 0.40
68.833
0.00 0.01
0.007
0 0.39
68.917
0.00 0.01
0.007
0 0.39
69.000
0.00 0.01
0.006
0 0.39
69.083
0.00 0.01
0.006
0 0.38
69.167
0.00 0.01
0.006
0 0.38
69.250
0.00 0.01
0.006
0 0.38
69.333
0.00 0.01
0.006
0 0.37
69.417
0.00 0.01
0.006
0 0.37
69.500
0.00 0.01
0.006
0 0.37
69.583
0.00 0.01
0.006
0 0.36
69.667
0.00 0.01
0.006
0 0.36
69.750
0.00 0.01
0.006
0 0.36
69.833
0.00 0.01
0.006
0 0.35
69.917
0.00 0.01
0.006
0 0.35
70.000
0.00 0.01
0.006
0 0.35
70.083
0.00 0.01
0.006
0 0.34
70.167
0.00 0.01
0.006
0 0.34
70.250
0.00 0.01
0.006
0 0.34
70.333
0.00 0.01
0.006
0 0.33
70.417
0.00 0.01
0.006
0 0.33
70.500
0.00 0.01
0.005
0 0.33
70.583
0.00 0.01
0.005
0 0.32
70.667
0.00 0.01
0.005
0 0.32
70.750
0.00 0.01
0.005
0 0.32
70.833
0.00 0.01
0.005
0 0.32
70.917
0.00 0.01
0.005
0 0.31
71.000
0.00 0.01
0.005
0 0.31
71.083
0.00 0.01
0.005
0 0.31
71.167
0.00 0.01
0.005
0 0.30
71.250
0.00 0.01
0.005
0 0.30
71.333
0.00 0.01
0.005
0 0.30
71.417
0.00 0.01
0.005
0 0.30
71.500
0.00 0.01
0.005
0 0.29
71.583
0.00 0.01
0.005
0 0.29
71.667
0.00 0.01
0.005
0 0.29
71.750
0.00 0.01
0.005
0 0.29
71.833
0.00 0.01
0.005
0 0.28
71.917
0.00 0.01
0.005
0 0.28
72.000
0.00 0.01
0.005
0 0.28
72.083
0.00 0.01
0.005
0 0.27
72.167
0.00 0.01
0.005
0 0.27
72.250
0.00 0.01
0.004
0 0.27
72.333
0.00 0.01
0.004
0 0.27
72.417
0.00 0.01
0.004
0 0.26
72.500
0.00 0.01
0.004
0 0.26
72.583
0.00 0.01
0.004
0 0.26
72.667
0.00 0.01
0.004
0 0.26
72.750
0.00 0.01
0.004
0 0.26
72.833
0.00 0.01
0.004
0 I I
I I 0.25
72.917
0.00 0.01
0.004
0 0.25
73.000
0.00 0.01
0.004
0 0.25
73.083
0.00 0.01
0.004
0 0.25
73.167
0.00 0.01
0.004
0 0.24
73.250
0.00 0.01
0.004
0 0.24
73.333
0.00 0.01
0.004
0 0.24
73.417
0.00 0.01
0.004
0 0.24
73.500
0.00 0.01
0.004
0 0.23
73.583
0.00 0.01
0.004
0 0.23
73.667
0.00 0.01
0.004
0 0.23
73.750
0.00 0.01
0.004
0 0.23
73.833
0.00 0.01
0.004
0 0.23
73.917
0.00 0.01
0.004
0 0.22
74.000
0.00 0.00
0.004
0 0.22
74.083
0.00 0.00
0.004
0 0.22
74.167
0.00 0.00
0.004
0 0.22
74.250
0.00 0.00
0.004
0 0.22
74.333
0.00 0.00
0.004
0 0.21
74.417
0.00 0.00
0.004
0 0.21
74.500
0.00 0.00
0.004
0 0.21
74.583
0.00 0.00
0.003
0 0.21
74.667
0.00 0.00
0.003
0 0.21
74.750
0.00 0.00
0.003
0 0.20
74.833
0.00 0.00
0.003
0 0.20
74.917
0.00 0.00
0.003
0 0.20
75.000
0.00 0.00
0.003
0 0.20
75.083
0.00 0.00
0.003
0 0.20
75.167
0.00 0.00
0.003
0 0.20
75.250
0.00 0.00
0.003
0 0.19
75.333
0.00 0.00
0.003
0 0.19
75.417
0.00 0.00
0.003
0 0.19
75.500
0.00 0.00
0.003
0 0.19
75.583
0.00 0.00
0.003
0 0.19
75.667
0.00 0.00
0.003
0 0.18
75.750
0.00 0.00
0.003
0 0.18
75.833
0.00 0.00
0.003
0 0.18
75.917
0.00 0.00
0.003
0 0.18
76.000
0.00 0.00
0.003
0 0.18
76.083
0.00 0.00
0.003
0 0.18
76.167
0.00 0.00
0.003
0 0.17
76.250
0.00 0.00
0.003
0 0.17
76.333
0.00 0.00
0.003
0 0.17
76.417
0.00 0.00
0.003
0 0.17
76.500
0.00 0.00
0.003
0 0.17
76.583
0.00 0.00
0.003
0 0.17
76.667
0.00 0.00
0.003
0 0.17
76.750
0.00 0.00
0.003
0 0.16
76.833
0.00 0.00
0.003
0 0.16
76.917
0.00 0.00
0.003
0 0.16
77.000
0.00 0.00
0.003
0 I I
I I 0.16
77.083
0.00 0.00
0.003
0 0.16
77.167
0.00 0.00
0.003
0 0.16
77.250
0.00 0.00
0.003
0 0.16
77.333
0.00 0.00
0.003
0 0.15
77.417
0.00 0.00
0.003
0 0.15
77.500
0.00 0.00
0.003
0 0.15
77.583
0.00 0.00
0.002
0 0.15
77.667
0.00 0.00
0.002
0 0.15
77.750
0.00 0.00
0.002
0 0.15
77.833
0.00 0.00
0.002
0 0.15
77.917
0.00 0.00
0.002
0 0.14
78.000
0.00 0.00
0.002
0 0.14
78.083
0.00 0.00
0.002
0 0.14
78.167
0.00 0.00
0.002
0 0.14
78.250
0.00 0.00
0.002
0 0.14
78.333
0.00 0.00
0.002
0 0.14
78.417
0.00 0.00
0.002
0 0.14
78.500
0.00 0.00
0.002
0 0.14
78.583
0.00 0.00
0.002
0 0.13
78.667
0.00 0.00
0.002
0 0.13
78.750
0.00 0.00
0.002
0 0.13
78.833
0.00 0.00
0.002
0 0.13
78.917
0.00 0.00
0.002
0 0.13
79.000
0.00 0.00
0.002
0 0.13
79.083
0.00 0.00
0.002
0 0.13
79.167
0.00 0.00
0.002
0 0.13
79.250
0.00 0.00
0.002
0 0.12
79.333
0.00 0.00
0.002
0 0.12
79.417
0.00 0.00
0.002
0 0.12
79.500
0.00 0.00
0.002
0 0.12
79.583
0.00 0.00
0.002
0 0.12
79.667
0.00 0.00
0.002
0 0.12
79.750
0.00 0.00
0.002
0 0.12
79.833
0.00 0.00
0.002
0 0.12
79.917
0.00 0.00
0.002
0 0.12
80.000
0.00 0.00
0.002
0 0.11
80.083
0.00 0.00
0.002
0 0.11
80.167
0.00 0.00
0.002
0 0.11
80.250
0.00 0.00
0.002
0 0.11
80.333
0.00 0.00
0.002
0 0.11
80.417
0.00 0.00
0.002
0 0.11
80.500
0.00 0.00
0.002
0 0.11
80.583
0.00 0.00
0.002
0 0.11
80.667
0.00 0.00
0.002
0 0.11
80.750
0.00 0.00
0.002
0 0.11
80.833
0.00 0.00
0.002
0 0.10
80.917
0.00 0.00
0.002
0 0.10
81.000
0.00 0.00
0.002
0 0.10
81.083
0.00 0.00
0.002
0 0.10
81.167
0.00 0.00
0.002
0 I I
I I 0.10
81.250
0.00 0.00
0.002
0 0.10
81.333
0.00 0.00
0.002
0 0.10
81.417
0.00 0.00
0.002
0 0.10
81.500
0.00 0.00
0.002
0 0.10
81.583
0.00 0.00
0.002
0 0.10
81.667
0.00 0.00
0.002
0 0.10
81.750
0.00 0.00
0.002
0 0.09
81.833
0.00 0.00
0.002
0 0.09
81.917
0.00 0.00
0.002
0 0.09
82.000
0.00 0.00
0.002
0 0.09
82.083
0.00 0.00
0.002
0 0.09
82.167
0.00 0.00
0.001
0 0.09
82.250
0.00 0.00
0.001
0 0.09
82.333
0.00 0.00
0.001
0 0.09
82.417
0.00 0.00
0.001
0 0.09
82.500
0.00 0.00
0.001
0 0.09
82.583
0.00 0.00
0.001
0 0.09
82.667
0.00 0.00
0.001
0 0.09
82.750
0.00 0.00
0.001
0 0.08
82.833
0.00 0.00
0.001
0 0.08
82.917
0.00 0.00
0.001
0 0.08
83.000
0.00 0.00
0.001
0 0.08
83.083
0.00 0.00
0.001
0 0.08
83.167
0.00 0.00
0.001
0 0.08
83.250
0.00 0.00
0.001
0 0.08
83.333
0.00 0.00
0.001
0 0.08
83.417
0.00 0.00
0.001
0 0.08
83.500
0.00 0.00
0.001
0 0.08
83.583
0.00 0.00
0.001
0 0.08
83.667
0.00 0.00
0.001
0 0.08
83.750
0.00 0.00
0.001
0 0.08
83.833
0.00 0.00
0.001
0 0.07
83.917
0.00 0.00
0.001
0 0.07
84.000
0.00 0.00
0.001
0 0.07
84.083
0.00 0.00
0.001
0 0.07
84.167
0.00 0.00
0.001
0 0.07
84.250
0.00 0.00
0.001
0 0.07
84.333
0.00 0.00
0.001
0 0.07
84.417
0.00 0.00
0.001
0 0.07
84.500
0.00 0.00
0.001
0 0.07
84.583
0.00 0.00
0.001
0 0.07
84.667
0.00 0.00
0.001
0 0.07
84.750
0.00 0.00
0.001
0 0.07
84.833
0.00 0.00
0.001
0 0.07
84.917
0.00 0.00
0.001
0 0.07
85.000
0.00 0.00
0.001
0 0.07
85.083
0.00 0.00
0.001
0 0.07
85.167
0.00 0.00
0.001
0 0.06
85.250
0.00 0.00
0.001
0 0.06
85.333
0.00 0.00
0.001
0 I I
I I 0.06
85.417
0.00 0.00
0.001
0 0.06
85.500
0.00 0.00
0.001
0 0.06
85.583
0.00 0.00
0.001
0 0.06
85.667
0.00 0.00
0.001
0 0.06
85.750
0.00 0.00
0.001
0 0.06
85.833
0.00 0.00
0.001
0 0.06
85.917
0.00 0.00
0.001
0 0.06
86.000
0.00 0.00
0.001
0 0.06
86.083
0.00 0.00
0.001
0 0.06
86.167
0.00 0.00
0.001
0 0.06
86.250
0.00 0.00
0.001
0 0.06
86.333
0.00 0.00
0.001
0 0.06
86.417
0.00 0.00
0.001
0 0.06
86.500
0.00 0.00
0.001
0 0.06
86.583
0.00 0.00
0.001
0 0.06
86.667
0.00 0.00
0.001
0 0.05
86.750
0.00 0.00
0.001
0 0.05
86.833
0.00 0.00
0.001
0 0.05
86.917
0.00 0.00
0.001
0 0.05
87.000
0.00 0.00
0.001
0 0.05
87.083
0.00 0.00
0.001
0 0.05
87.167
0.00 0.00
0.001
0 0.05
87.250
0.00 0.00
0.001
0 0.05
87.333
0.00 0.00
0.001
0 0.05
87.417
0.00 0.00
0.001
0 0.05
87.500
0.00 0.00
0.001
0 0.05
87.583
0.00 0.00
0.001
0 0.05
87.667
0.00 0.00
0.001
0 0.05
87.750
0.00 0.00
0.001
0 0.05
87.833
0.00 0.00
0.001
0 0.05
87.917
0.00 0.00
0.001
0 0.05
88.000
0.00 0.00
0.001
0 0.05
88.083
0.00 0.00
0.001
0 0.05
88.167
0.00 0.00
0.001
0 0.05
88.250
0.00 0.00
0.001
0 0.05
88.333
0.00 0.00
0.001
0 0.05
88.417
0.00 0.00
0.001
0 0.05
88.500
0.00 0.00
0.001
0 0.04
****************************HYDROGRAPH DATA**************************** Number of intervals = 1062
Time interval = 5.0 (Min.)
Maximum/Peak flow rate = 2.185 (CFS)
Total volume = 0.811 (Ac.Ft)
Status of hydrographs being held in storage
Stream 1 Stream 2 Stream 3 Stream 4 Stream 5
Peak (CFS) 0.000 0.000 0.000 0.000 0.000
Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000
***********************************************************************
FLOOD HYDROGRAPH ROUTING PROGRAM
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2018
Study date: 08/22/22
TTM 20372
Basin Routing - DA 2
10 yr
24 hr
Program License Serial Number 6481
-------------------------------------------------------------------- ********************* HYDROGRAPH INFORMATION ********************** From study/file name: 173postuh22410.rte
****************************HYDROGRAPH DATA**************************** Number of intervals = 294
Time interval = 5.0 (Min.)
Maximum/Peak flow rate = 11.403 (CFS)
Total volume = 1.343 (Ac.Ft)
Status of hydrographs being held in storage
Stream 1 Stream 2 Stream 3 Stream 4 Stream 5
Peak (CFS) 0.000 0.000 0.000 0.000 0.000
Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000
*********************************************************************** ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 201.000 to Point/Station 202.000 **** RETARDING BASIN ROUTING ****
User entry of depth -outflow -storage data
-------------------------------------------------------------------- Total number of inflow hydrograph intervals = 294
Hydrograph time unit = 5.000 (Min.)
Initial depth in storage basin = 0.00(Ft.)
-------------------------------------------------------------------- -------------------------------------------------------------------- Initial
basin
depth =
0.00 (Ft.)
Initial
basin
storage
= 0.00 (Ac.Ft)
Initial
basin
outflow
= 0.00 (CFS)
-------------------------------------------------------------------- Depth vs. Storage and
Depth vs.
Discharge
data:
Basin Depth
Storage
Outflow
(S-0*dt/2)
(S+0*dt/2)
(Ft.)
--------------------------------------------------------------------- (Ac.Ft)
(CFS)
(Ac.Ft)
(Ac.Ft)
0.000
0.000
0.000
0.000
0.000
3.000
0.050
0.067
0.050
0.050
4.000
0.062
0.067
0.062
0.062
5.000
0.115
0.067
0.115
0.115
6.000
0.194
0.067
0.194
0.194
6.170
0.212
0.812
0.209
0.215
6.330
0.230
2.185
0.222
0.238
7.000
0.302
2.185
0.294
0.310
8.000
0.439
2.185
0.431
0.447
8.170
0.467
4.429
0.452
0.482
8.330
0.496
8.876
0.465
0.527
9.000
0.610
15.000
0.558
0.662
Hydrograph Detention Basin Routing
Graph values: 'I'=
unit inflow; 'O'=outflow at time shown
Time
--------------------------------------------------------------------- Inflow
Outflow
Storage
Depth
(Hours)
(CFS)
(CFS)
(Ac.Ft)
.0 2.9 5.70 8.55
11.40 (Ft.)
0.083
0.02 0.00
0.000
0 0.00
0.167
0.11 0.00
0.001
0 0.03
0.250
0.23 0.00
0.002
0 0.10
0.333
0.27 0.00
0.003
0 0.20
0.417
0.29 0.01
0.005
0 0.32
0.500
0.29 0.01
0.007
0 0.43
0.583
0.29 0.01
0.009
0 0.55
0.667
0.29 0.01
0.011
0 0.66
0.750
0.29 0.02
0.013
0 0.78
0.833
0.29 0.02
0.015
0 0.89
0.917
0.30 0.02
0.017
0 1.00
1.000
0.30 0.02
0.019
0 1.12
1.083
0.30 0.03
0.020
0 1.23
1.167
0.30 0.03
0.022
0 1.34
1.250
0.30 0.03
0.024
0 1.45
1.333
0.30 0.03
0.026
0 1.56
1.417
0.30 0.04
0.028
0 1.67
1.500
0.30 0.04
0.030
0 1.78
1.583
0.30 0.04
0.031
0 1.88
1.667
0.30 0.04
0.033
0 1.99
1.750
0.30 0.05
0.035
0 2.10
1.833
0.31 0.05
0.037
0 2.20
1.917
0.31 0.05
0.039
0 2.31
2.000
0.31 0.05
0.040
0 I I I
I 2.42
2.083
0.31 0.06
0.042
0 2.52
2.167
0.31 0.06
0.044
0 2.62
2.250
0.31 0.06
0.045
0 2.73
2.333
0.31 0.06
0.047
0 2.83
2.417
0.31 0.07
0.049
0 2.93
2.500
0.31 0.07
0.051
0 3.05
2.583
0.31 0.07
0.052
0 3.19
2.667
0.32 0.07
0.054
0 3.33
2.750
0.32 0.07
0.056
0 3.47
2.833
0.32 0.07
0.057
0 3.62
2.917
0.32 0.07
0.059
0 3.76
3.000
0.32 0.07
0.061
0 3.91
3.083
0.32 0.07
0.063
0 4.01
3.167
0.32 0.07
0.064
0 4.05
3.250
0.32 0.07
0.066
0 4.08
3.333
0.32 0.07
0.068
0 4.11
3.417
0.33 0.07
0.070
0 4.15
3.500
0.33 0.07
0.071
0 4.18
3.583
0.33 0.07
0.073
0 4.21
3.667
0.33 0.07
0.075
0 4.25
3.750
0.33 0.07
0.077
0 4.28
3.833
0.33 0.07
0.079
0 4.32
3.917
0.33 0.07
0.081
0 4.35
4.000
0.33 0.07
0.082
0 4.38
4.083
0.34 0.07
0.084
0 4.42
4.167
0.34 0.07
0.086
0 4.45
4.250
0.34 0.07
0.088
0 4.49
4.333
0.34 0.07
0.090
0 4.52
4.417
0.34 0.07
0.092
0 4.56
4.500
0.34 0.07
0.094
0 4.60
4.583
0.34 0.07
0.095
0 4.63
4.667
0.34 0.07
0.097
0 4.67
4.750
0.35 0.07
0.099
0 4.70
4.833
0.35 0.07
0.101
0 4.74
4.917
0.35 0.07
0.103
0 4.78
5.000
0.35 0.07
0.105
0 4.81
5.083
0.35 0.07
0.107
0 4.85
5.167
0.35 0.07
0.109
0 4.89
5.250
0.35 0.07
0.111
0 4.92
5.333
0.36 0.07
0.113
0 4.96
5.417
0.36 0.07
0.115
01 5.00
5.500
0.36 0.07
0.117
01 5.03
5.583
0.36 0.07
0.119
OI
5.05 5.667
0.36 0.07
0.121
01 5.08
5.750
0.36 0.07
0.123
01 5.10
5.833
0.37 0.07
0.125
01 5.13
5.917
0.37 0.07
0.127
01 5.15
6.000
0.37 0.07
0.129
01 5.18
6.083
0.37 0.07
0.131
01 5.21
6.167
0.37 0.07
0.133
01 I I
I I 5.23
6.250
0.37 0.07
0.136
01 5.26
6.333
0.38 0.07
0.138
01 5.29
6.417
0.38 0.07
0.140
01 5.31
6.500
0.38 0.07
0.142
01 5.34
6.583
0.38 0.07
0.144
01 5.37
6.667
0.38 0.07
0.146
01 5.40
6.750
0.38 0.07
0.149
01 5.42
6.833
0.39 0.07
0.151
01 5.45
6.917
0.39 0.07
0.153
01 5.48
7.000
0.39 0.07
0.155
01 5.51
7.083
0.39 0.07
0.157
01 5.54
7.167
0.39 0.07
0.160
01 5.56
7.250
0.40 0.07
0.162
01 5.59
7.333
0.40 0.07
0.164
01 5.62
7.417
0.40 0.07
0.166
01 5.65
7.500
0.40 0.07
0.169
01 5.68
7.583
0.41 0.07
0.171
01 5.71
7.667
0.41 0.07
0.173
01 5.74
7.750
0.41 0.07
0.176
01 5.77
7.833
0.41 0.07
0.178
01 5.80
7.917
0.41 0.07
0.181
01 5.83
8.000
0.42 0.07
0.183
01 5.86
8.083
0.42 0.07
0.185
01 5.89
8.167
0.42 0.07
0.188
01 5.92
8.250
0.42 0.07
0.190
OI
5.95 8.333
0.43 0.07
0.193
01 5.98
8.417
0.43 0.11
0.195
01 6.01
8.500
0.43 0.19
0.197
01 6.03
8.583
0.43 0.25
0.198
01 6.04
8.667
0.44 0.30
0.200
01 6.05
8.750
0.44 0.33
0.200
01 6.06
8.833
0.44 0.36
0.201
10 1 1
1 1 6.07
8.917
0.44 0.38
0.202
10 1 1
1 1 6.07
9.000
0.45 0.40
0.202
10 1 1
1 1 6.08
9.083
0.45 0.41
0.202
10 1 1
1 1 6.08
9.167
0.45 0.42
0.203
10 1 1
1 1 6.08
9.250
0.46 0.43
0.203
10 1 1
1 1 6.08
9.333
0.46 0.44
0.203
10 1 1
1 1 6.08
9.417
0.46 0.44
0.203
10 1 1
1 1 6.09
9.500
0.47 0.45
0.203
10 1 1
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0.00 0.07
0.137
0 5.28
35.000
0.00 0.07
0.137
0 5.27
35.083
0.00 0.07
0.136
0 5.27
35.167
0.00 0.07
0.136
0 5.26
35.250
0.00 0.07
0.135
0 5.26
35.333
0.00 0.07
0.135
0 I I
I I 5.25
35.417
0.00 0.07
0.134
0 5.24
35.500
0.00 0.07
0.134
0 5.24
35.583
0.00 0.07
0.133
0 5.23
35.667
0.00 0.07
0.133
0 5.23
35.750
0.00 0.07
0.132
0 5.22
35.833
0.00 0.07
0.132
0 5.22
35.917
0.00 0.07
0.132
0 5.21
36.000
0.00 0.07
0.131
0 5.20
36.083
0.00 0.07
0.131
0 5.20
36.167
0.00 0.07
0.130
0 5.19
36.250
0.00 0.07
0.130
0 5.19
36.333
0.00 0.07
0.129
0 5.18
36.417
0.00 0.07
0.129
0 5.17
36.500
0.00 0.07
0.128
0 5.17
36.583
0.00 0.07
0.128
0 5.16
36.667
0.00 0.07
0.127
0 5.16
36.750
0.00 0.07
0.127
0 5.15
36.833
0.00 0.07
0.126
0 5.15
36.917
0.00 0.07
0.126
0 5.14
37.000
0.00 0.07
0.126
0 5.13
37.083
0.00 0.07
0.125
0 5.13
37.167
0.00 0.07
0.125
0 5.12
37.250
0.00 0.07
0.124
0 5.12
37.333
0.00 0.07
0.124
0 5.11
37.417
0.00 0.07
0.123
0 5.10
37.500
0.00 0.07
0.123
0 5.10
37.583
0.00 0.07
0.122
0 5.09
37.667
0.00 0.07
0.122
0 5.09
37.750
0.00 0.07
0.121
0 5.08
37.833
0.00 0.07
0.121
0 5.08
37.917
0.00 0.07
0.120
0 5.07
38.000
0.00 0.07
0.120
0 5.06
38.083
0.00 0.07
0.120
0 5.06
38.167
0.00 0.07
0.119
0 5.05
38.250
0.00 0.07
0.119
0 5.05
38.333
0.00 0.07
0.118
0 5.04
38.417
0.00 0.07
0.118
0 5.03
38.500
0.00 0.07
0.117
0 5.03
38.583
0.00 0.07
0.117
0 5.02
38.667
0.00 0.07
0.116
0 5.02
38.750
0.00 0.07
0.116
0 5.01
38.833
0.00 0.07
0.115
0 5.00
38.917
0.00 0.07
0.115
0 5.00
39.000
0.00 0.07
0.114
0 4.99
39.083
0.00 0.07
0.114
0 4.98
39.167
0.00 0.07
0.114
0 4.97
39.250
0.00 0.07
0.113
0 4.96
39.333
0.00 0.07
0.113
0 4.96
39.417
0.00 0.07
0.112
0 4.95
39.500
0.00 0.07
0.112
0 I I
I I 4.94
39.583
0.00 0.07
0.111
0 4.93
39.667
0.00 0.07
0.111
0 4.92
39.750
0.00 0.07
0.110
0 4.91
39.833
0.00 0.07
0.110
0 4.90
39.917
0.00 0.07
0.109
0 4.89
40.000
0.00 0.07
0.109
0 4.89
40.083
0.00 0.07
0.108
0 4.88
40.167
0.00 0.07
0.108
0 4.87
40.250
0.00 0.07
0.108
0 4.86
40.333
0.00 0.07
0.107
0 4.85
40.417
0.00 0.07
0.107
0 4.84
40.500
0.00 0.07
0.106
0 4.83
40.583
0.00 0.07
0.106
0 4.82
40.667
0.00 0.07
0.105
0 4.82
40.750
0.00 0.07
0.105
0 4.81
40.833
0.00 0.07
0.104
0 4.80
40.917
0.00 0.07
0.104
0 4.79
41.000
0.00 0.07
0.103
0 4.78
41.083
0.00 0.07
0.103
0 4.77
41.167
0.00 0.07
0.102
0 4.76
41.250
0.00 0.07
0.102
0 4.75
41.333
0.00 0.07
0.102
0 4.75
41.417
0.00 0.07
0.101
0 4.74
41.500
0.00 0.07
0.101
0 4.73
41.583
0.00 0.07
0.100
0 4.72
41.667
0.00 0.07
0.100
0 4.71
41.750
0.00 0.07
0.099
0 4.70
41.833
0.00 0.07
0.099
0 4.69
41.917
0.00 0.07
0.098
0 4.69
42.000
0.00 0.07
0.098
0 4.68
42.083
0.00 0.07
0.097
0 4.67
42.167
0.00 0.07
0.097
0 4.66
42.250
0.00 0.07
0.096
0 4.65
42.333
0.00 0.07
0.096
0 4.64
42.417
0.00 0.07
0.096
0 4.63
42.500
0.00 0.07
0.095
0 4.62
42.583
0.00 0.07
0.095
0 4.62
42.667
0.00 0.07
0.094
0 4.61
42.750
0.00 0.07
0.094
0 4.60
42.833
0.00 0.07
0.093
0 4.59
42.917
0.00 0.07
0.093
0 4.58
43.000
0.00 0.07
0.092
0 4.57
43.083
0.00 0.07
0.092
0 4.56
43.167
0.00 0.07
0.091
0 4.55
43.250
0.00 0.07
0.091
0 4.55
43.333
0.00 0.07
0.090
0 4.54
43.417
0.00 0.07
0.090
0 4.53
43.500
0.00 0.07
0.090
0 4.52
43.583
0.00 0.07
0.089
0 4.51
43.667
0.00 0.07
0.089
0 I I
I I 4.50
43.750
0.00 0.07
0.088
0 4.49
43.833
0.00 0.07
0.088
0 4.49
43.917
0.00 0.07
0.087
0 4.48
44.000
0.00 0.07
0.087
0 4.47
44.083
0.00 0.07
0.086
0 4.46
44.167
0.00 0.07
0.086
0 4.45
44.250
0.00 0.07
0.085
0 4.44
44.333
0.00 0.07
0.085
0 4.43
44.417
0.00 0.07
0.084
0 4.42
44.500
0.00 0.07
0.084
0 4.42
44.583
0.00 0.07
0.084
0 4.41
44.667
0.00 0.07
0.083
0 4.40
44.750
0.00 0.07
0.083
0 4.39
44.833
0.00 0.07
0.082
0 4.38
44.917
0.00 0.07
0.082
0 4.37
45.000
0.00 0.07
0.081
0 4.36
45.083
0.00 0.07
0.081
0 4.35
45.167
0.00 0.07
0.080
0 4.35
45.250
0.00 0.07
0.080
0 4.34
45.333
0.00 0.07
0.079
0 4.33
45.417
0.00 0.07
0.079
0 4.32
45.500
0.00 0.07
0.078
0 4.31
45.583
0.00 0.07
0.078
0 4.30
45.667
0.00 0.07
0.078
0 4.29
45.750
0.00 0.07
0.077
0 4.28
45.833
0.00 0.07
0.077
0 4.28
45.917
0.00 0.07
0.076
0 4.27
46.000
0.00 0.07
0.076
0 4.26
46.083
0.00 0.07
0.075
0 4.25
46.167
0.00 0.07
0.075
0 4.24
46.250
0.00 0.07
0.074
0 4.23
46.333
0.00 0.07
0.074
0 4.22
46.417
0.00 0.07
0.073
0 4.22
46.500
0.00 0.07
0.073
0 4.21
46.583
0.00 0.07
0.072
0 4.20
46.667
0.00 0.07
0.072
0 4.19
46.750
0.00 0.07
0.072
0 4.18
46.833
0.00 0.07
0.071
0 4.17
46.917
0.00 0.07
0.071
0 4.16
47.000
0.00 0.07
0.070
0 4.15
47.083
0.00 0.07
0.070
0 4.15
47.167
0.00 0.07
0.069
0 4.14
47.250
0.00 0.07
0.069
0 4.13
47.333
0.00 0.07
0.068
0 4.12
47.417
0.00 0.07
0.068
0 4.11
47.500
0.00 0.07
0.067
0 4.10
47.583
0.00 0.07
0.067
0 4.09
47.667
0.00 0.07
0.066
0 4.08
47.750
0.00 0.07
0.066
0 4.08
47.833
0.00 0.07
0.066
0 I I
I I 4.07
47.917
0.00 0.07
0.065
0 4.06
48.000
0.00 0.07
0.065
0 4.05
48.083
0.00 0.07
0.064
0 4.04
48.167
0.00 0.07
0.064
0 4.03
48.250
0.00 0.07
0.063
0 4.02
48.333
0.00 0.07
0.063
0 4.01
48.417
0.00 0.07
0.062
0 4.01
48.500
0.00 0.07
0.062
0 3.99
48.583
0.00 0.07
0.061
0 3.95
48.667
0.00 0.07
0.061
0 3.91
48.750
0.00 0.07
0.060
0 3.87
48.833
0.00 0.07
0.060
0 3.84
48.917
0.00 0.07
0.060
0 3.80
49.000
0.00 0.07
0.059
0 3.76
49.083
0.00 0.07
0.059
0 3.72
49.167
0.00 0.07
0.058
0 3.68
49.250
0.00 0.07
0.058
0 3.64
49.333
0.00 0.07
0.057
0 3.60
49.417
0.00 0.07
0.057
0 3.57
49.500
0.00 0.07
0.056
0 3.53
49.583
0.00 0.07
0.056
0 3.49
49.667
0.00 0.07
0.055
0 3.45
49.750
0.00 0.07
0.055
0 3.41
49.833
0.00 0.07
0.054
0 3.37
49.917
0.00 0.07
0.054
0 3.34
50.000
0.00 0.07
0.054
0 3.30
50.083
0.00 0.07
0.053
0 3.26
50.167
0.00 0.07
0.053
0 3.22
50.250
0.00 0.07
0.052
0 3.18
50.333
0.00 0.07
0.052
0 3.14
50.417
0.00 0.07
0.051
0 3.10
50.500
0.00 0.07
0.051
0 3.07
50.583
0.00 0.07
0.050
0 3.03
50.667
0.00 0.07
0.050
0 2.99
50.750
0.00 0.07
0.049
0 2.96
50.833
0.00 0.07
0.049
0 2.94
50.917
0.00 0.07
0.049
0 2.91
51.000
0.00 0.06
0.048
0 2.88
51.083
0.00 0.06
0.048
0 2.86
51.167
0.00 0.06
0.047
0 2.83
51.250
0.00 0.06
0.047
0 2.81
51.333
0.00 0.06
0.046
0 2.78
51.417
0.00 0.06
0.046
0 2.75
51.500
0.00 0.06
0.045
0 2.73
51.583
0.00 0.06
0.045
0 2.70
51.667
0.00 0.06
0.045
0 2.68
51.750
0.00 0.06
0.044
0 2.65
51.833
0.00 0.06
0.044
0 2.63
51.917
0.00 0.06
0.043
0 2.61
52.000
0.00 0.06
0.043
0 I I
I I 2.58
52.083
0.00 0.06
0.043
0 2.56
52.167
0.00 0.06
0.042
0 2.53
52.250
0.00 0.06
0.042
0 2.51
52.333
0.00 0.06
0.041
0 2.49
52.417
0.00 0.06
0.041
0 2.47
52.500
0.00 0.05
0.041
0 2.44
52.583
0.00 0.05
0.040
0 2.42
52.667
0.00 0.05
0.040
0 2.40
52.750
0.00 0.05
0.040
0 2.38
52.833
0.00 0.05
0.039
0 2.35
52.917
0.00 0.05
0.039
0 2.33
53.000
0.00 0.05
0.039
0 2.31
53.083
0.00 0.05
0.038
0 2.29
53.167
0.00 0.05
0.038
0 2.27
53.250
0.00 0.05
0.037
0 2.25
53.333
0.00 0.05
0.037
0 2.23
53.417
0.00 0.05
0.037
0 2.21
53.500
0.00 0.05
0.036
0 2.19
53.583
0.00 0.05
0.036
0 2.17
53.667
0.00 0.05
0.036
0 2.15
53.750
0.00 0.05
0.035
0 2.13
53.833
0.00 0.05
0.035
0 2.11
53.917
0.00 0.05
0.035
0 2.09
54.000
0.00 0.05
0.034
0 2.07
54.083
0.00 0.05
0.034
0 2.05
54.167
0.00 0.05
0.034
0 2.03
54.250
0.00 0.04
0.034
0 2.01
54.333
0.00 0.04
0.033
0 1.99
54.417
0.00 0.04
0.033
0 1.98
54.500
0.00 0.04
0.033
0 1.96
54.583
0.00 0.04
0.032
0 1.94
54.667
0.00 0.04
0.032
0 1.92
54.750
0.00 0.04
0.032
0 1.90
54.833
0.00 0.04
0.031
0 1.89
54.917
0.00 0.04
0.031
0 1.87
55.000
0.00 0.04
0.031
0 1.85
55.083
0.00 0.04
0.031
0 1.83
55.167
0.00 0.04
0.030
0 1.82
55.250
0.00 0.04
0.030
0 1.80
55.333
0.00 0.04
0.030
0 1.78
55.417
0.00 0.04
0.029
0 1.77
55.500
0.00 0.04
0.029
0 1.75
55.583
0.00 0.04
0.029
0 1.74
55.667
0.00 0.04
0.029
0 1.72
55.750
0.00 0.04
0.028
0 1.70
55.833
0.00 0.04
0.028
0 1.69
55.917
0.00 0.04
0.028
0 1.67
56.000
0.00 0.04
0.028
0 1.66
56.083
0.00 0.04
0.027
0 1.64
56.167
0.00 0.04
0.027
0 I I
I I 1.63
56.250
0.00 0.04
0.027
0 1.61
56.333
0.00 0.04
0.027
0 1.60
56.417
0.00 0.04
0.026
0 1.58
56.500
0.00 0.04
0.026
0 1.57
56.583
0.00 0.03
0.026
0 1.55
56.667
0.00 0.03
0.026
0 1.54
56.750
0.00 0.03
0.025
0 1.53
56.833
0.00 0.03
0.025
0 1.51
56.917
0.00 0.03
0.025
0 1.50
57.000
0.00 0.03
0.025
0 1.48
57.083
0.00 0.03
0.025
0 1.47
57.167
0.00 0.03
0.024
0 1.46
57.250
0.00 0.03
0.024
0 1.44
57.333
0.00 0.03
0.024
0 1.43
57.417
0.00 0.03
0.024
0 1.42
57.500
0.00 0.03
0.023
0 1.40
57.583
0.00 0.03
0.023
0 1.39
57.667
0.00 0.03
0.023
0 1.38
57.750
0.00 0.03
0.023
0 1.37
57.833
0.00 0.03
0.023
0 1.35
57.917
0.00 0.03
0.022
0 1.34
58.000
0.00 0.03
0.022
0 1.33
58.083
0.00 0.03
0.022
0 1.32
58.167
0.00 0.03
0.022
0 1.30
58.250
0.00 0.03
0.022
0 1.29
58.333
0.00 0.03
0.021
0 1.28
58.417
0.00 0.03
0.021
0 1.27
58.500
0.00 0.03
0.021
0 1.26
58.583
0.00 0.03
0.021
0 1.25
58.667
0.00 0.03
0.021
0 1.23
58.750
0.00 0.03
0.020
0 1.22
58.833
0.00 0.03
0.020
0 1.21
58.917
0.00 0.03
0.020
0 1.20
59.000
0.00 0.03
0.020
0 1.19
59.083
0.00 0.03
0.020
0 1.18
59.167
0.00 0.03
0.019
0 1.17
59.250
0.00 0.03
0.019
0 1.16
59.333
0.00 0.03
0.019
0 1.15
59.417
0.00 0.03
0.019
0 1.14
59.500
0.00 0.03
0.019
0 1.13
59.583
0.00 0.02
0.019
0 1.11
59.667
0.00 0.02
0.018
0 1.10
59.750
0.00 0.02
0.018
0 1.09
59.833
0.00 0.02
0.018
0 1.08
59.917
0.00 0.02
0.018
0 1.07
60.000
0.00 0.02
0.018
0 1.06
60.083
0.00 0.02
0.018
0 1.05
60.167
0.00 0.02
0.017
0 1.04
60.250
0.00 0.02
0.017
0 1.04
60.333
0.00 0.02
0.017
0 I I
I I 1.03
60.417
0.00 0.02
0.017
0 1.02
60.500
0.00 0.02
0.017
0 1.01
60.583
0.00 0.02
0.017
0 1.00
60.667
0.00 0.02
0.016
0 0.99
60.750
0.00 0.02
0.016
0 0.98
60.833
0.00 0.02
0.016
0 0.97
60.917
0.00 0.02
0.016
0 0.96
61.000
0.00 0.02
0.016
0 0.95
61.083
0.00 0.02
0.016
0 0.94
61.167
0.00 0.02
0.016
0 0.94
61.250
0.00 0.02
0.015
0 0.93
61.333
0.00 0.02
0.015
0 0.92
61.417
0.00 0.02
0.015
0 0.91
61.500
0.00 0.02
0.015
0 0.90
61.583
0.00 0.02
0.015
0 0.89
61.667
0.00 0.02
0.015
0 0.89
61.750
0.00 0.02
0.015
0 0.88
61.833
0.00 0.02
0.014
0 0.87
61.917
0.00 0.02
0.014
0 0.86
62.000
0.00 0.02
0.014
0 0.85
62.083
0.00 0.02
0.014
0 0.85
62.167
0.00 0.02
0.014
0 0.84
62.250
0.00 0.02
0.014
0 0.83
62.333
0.00 0.02
0.014
0 0.82
62.417
0.00 0.02
0.014
0 0.81
62.500
0.00 0.02
0.013
0 0.81
62.583
0.00 0.02
0.013
0 0.80
62.667
0.00 0.02
0.013
0 0.79
62.750
0.00 0.02
0.013
0 0.78
62.833
0.00 0.02
0.013
0 0.78
62.917
0.00 0.02
0.013
0 0.77
63.000
0.00 0.02
0.013
0 0.76
63.083
0.00 0.02
0.013
0 0.76
63.167
0.00 0.02
0.012
0 0.75
63.250
0.00 0.02
0.012
0 0.74
63.333
0.00 0.02
0.012
0 0.74
63.417
0.00 0.02
0.012
0 0.73
63.500
0.00 0.02
0.012
0 0.72
63.583
0.00 0.02
0.012
0 0.72
63.667
0.00 0.02
0.012
0 0.71
63.750
0.00 0.02
0.012
0 0.70
63.833
0.00 0.02
0.012
0 0.70
63.917
0.00 0.02
0.011
0 0.69
64.000
0.00 0.02
0.011
0 0.68
64.083
0.00 0.02
0.011
0 0.68
64.167
0.00 0.01
0.011
0 0.67
64.250
0.00 0.01
0.011
0 0.66
64.333
0.00 0.01
0.011
0 0.66
64.417
0.00 0.01
0.011
0 0.65
64.500
0.00 0.01
0.011
0 I I
I I 0.65
64.583
0.00 0.01
0.011
0 0.64
64.667
0.00 0.01
0.011
0 0.63
64.750
0.00 0.01
0.010
0 0.63
64.833
0.00 0.01
0.010
0 0.62
64.917
0.00 0.01
0.010
0 0.62
65.000
0.00 0.01
0.010
0 0.61
65.083
0.00 0.01
0.010
0 0.61
65.167
0.00 0.01
0.010
0 0.60
65.250
0.00 0.01
0.010
0 0.60
65.333
0.00 0.01
0.010
0 0.59
65.417
0.00 0.01
0.010
0 0.58
65.500
0.00 0.01
0.010
0 0.58
65.583
0.00 0.01
0.010
0 0.57
65.667
0.00 0.01
0.009
0 0.57
65.750
0.00 0.01
0.009
0 0.56
65.833
0.00 0.01
0.009
0 0.56
65.917
0.00 0.01
0.009
0 0.55
66.000
0.00 0.01
0.009
0 0.55
66.083
0.00 0.01
0.009
0 0.54
66.167
0.00 0.01
0.009
0 0.54
66.250
0.00 0.01
0.009
0 0.53
66.333
0.00 0.01
0.009
0 0.53
66.417
0.00 0.01
0.009
0 0.52
66.500
0.00 0.01
0.009
0 0.52
66.583
0.00 0.01
0.009
0 0.51
66.667
0.00 0.01
0.008
0 0.51
66.750
0.00 0.01
0.008
0 0.50
66.833
0.00 0.01
0.008
0 0.50
66.917
0.00 0.01
0.008
0 0.49
67.000
0.00 0.01
0.008
0 0.49
67.083
0.00 0.01
0.008
0 0.49
67.167
0.00 0.01
0.008
0 0.48
67.250
0.00 0.01
0.008
0 0.48
67.333
0.00 0.01
0.008
0 0.47
67.417
0.00 0.01
0.008
0 0.47
67.500
0.00 0.01
0.008
0 0.46
67.583
0.00 0.01
0.008
0 0.46
67.667
0.00 0.01
0.008
0 0.46
67.750
0.00 0.01
0.008
0 0.45
67.833
0.00 0.01
0.007
0 0.45
67.917
0.00 0.01
0.007
0 0.44
68.000
0.00 0.01
0.007
0 0.44
68.083
0.00 0.01
0.007
0 0.43
68.167
0.00 0.01
0.007
0 0.43
68.250
0.00 0.01
0.007
0 0.43
68.333
0.00 0.01
0.007
0 0.42
68.417
0.00 0.01
0.007
0 0.42
68.500
0.00 0.01
0.007
0 0.42
68.583
0.00 0.01
0.007
0 0.41
68.667
0.00 0.01
0.007
0 I I
I I 0.41
68.750
0.00 0.01
0.007
0 0.40
68.833
0.00 0.01
0.007
0 0.40
68.917
0.00 0.01
0.007
0 0.40
69.000
0.00 0.01
0.007
0 0.39
69.083
0.00 0.01
0.006
0 0.39
69.167
0.00 0.01
0.006
0 0.39
69.250
0.00 0.01
0.006
0 0.38
69.333
0.00 0.01
0.006
0 0.38
69.417
0.00 0.01
0.006
0 0.38
69.500
0.00 0.01
0.006
0 0.37
69.583
0.00 0.01
0.006
0 0.37
69.667
0.00 0.01
0.006
0 0.36
69.750
0.00 0.01
0.006
0 0.36
69.833
0.00 0.01
0.006
0 0.36
69.917
0.00 0.01
0.006
0 0.35
70.000
0.00 0.01
0.006
0 0.35
70.083
0.00 0.01
0.006
0 0.35
70.167
0.00 0.01
0.006
0 0.35
70.250
0.00 0.01
0.006
0 0.34
70.333
0.00 0.01
0.006
0 0.34
70.417
0.00 0.01
0.006
0 0.34
70.500
0.00 0.01
0.006
0 0.33
70.583
0.00 0.01
0.005
0 0.33
70.667
0.00 0.01
0.005
0 0.33
70.750
0.00 0.01
0.005
0 0.32
70.833
0.00 0.01
0.005
0 0.32
70.917
0.00 0.01
0.005
0 0.32
71.000
0.00 0.01
0.005
0 0.31
71.083
0.00 0.01
0.005
0 0.31
71.167
0.00 0.01
0.005
0 0.31
71.250
0.00 0.01
0.005
0 0.31
71.333
0.00 0.01
0.005
0 0.30
71.417
0.00 0.01
0.005
0 0.30
71.500
0.00 0.01
0.005
0 0.30
71.583
0.00 0.01
0.005
0 0.30
71.667
0.00 0.01
0.005
0 0.29
71.750
0.00 0.01
0.005
0 0.29
71.833
0.00 0.01
0.005
0 0.29
71.917
0.00 0.01
0.005
0 0.28
72.000
0.00 0.01
0.005
0 0.28
72.083
0.00 0.01
0.005
0 0.28
72.167
0.00 0.01
0.005
0 0.28
72.250
0.00 0.01
0.005
0 0.27
72.333
0.00 0.01
0.005
0 0.27
72.417
0.00 0.01
0.004
0 0.27
72.500
0.00 0.01
0.004
0 0.27
72.583
0.00 0.01
0.004
0 0.26
72.667
0.00 0.01
0.004
0 0.26
72.750
0.00 0.01
0.004
0 0.26
72.833
0.00 0.01
0.004
0 I I
I I 0.26
72.917
0.00 0.01
0.004
0 0.25
73.000
0.00 0.01
0.004
0 0.25
73.083
0.00 0.01
0.004
0 0.25
73.167
0.00 0.01
0.004
0 0.25
73.250
0.00 0.01
0.004
0 0.25
73.333
0.00 0.01
0.004
0 0.24
73.417
0.00 0.01
0.004
0 0.24
73.500
0.00 0.01
0.004
0 0.24
73.583
0.00 0.01
0.004
0 0.24
73.667
0.00 0.01
0.004
0 0.23
73.750
0.00 0.01
0.004
0 0.23
73.833
0.00 0.01
0.004
0 0.23
73.917
0.00 0.01
0.004
0 0.23
74.000
0.00 0.01
0.004
0 0.23
74.083
0.00 0.00
0.004
0 0.22
74.167
0.00 0.00
0.004
0 0.22
74.250
0.00 0.00
0.004
0 0.22
74.333
0.00 0.00
0.004
0 0.22
74.417
0.00 0.00
0.004
0 0.22
74.500
0.00 0.00
0.004
0 0.21
74.583
0.00 0.00
0.004
0 0.21
74.667
0.00 0.00
0.003
0 0.21
74.750
0.00 0.00
0.003
0 0.21
74.833
0.00 0.00
0.003
0 0.21
74.917
0.00 0.00
0.003
0 0.20
75.000
0.00 0.00
0.003
0 0.20
75.083
0.00 0.00
0.003
0 0.20
75.167
0.00 0.00
0.003
0 0.20
75.250
0.00 0.00
0.003
0 0.20
75.333
0.00 0.00
0.003
0 0.19
75.417
0.00 0.00
0.003
0 0.19
75.500
0.00 0.00
0.003
0 0.19
75.583
0.00 0.00
0.003
0 0.19
75.667
0.00 0.00
0.003
0 0.19
75.750
0.00 0.00
0.003
0 0.19
75.833
0.00 0.00
0.003
0 0.18
75.917
0.00 0.00
0.003
0 0.18
76.000
0.00 0.00
0.003
0 0.18
76.083
0.00 0.00
0.003
0 0.18
76.167
0.00 0.00
0.003
0 0.18
76.250
0.00 0.00
0.003
0 0.18
76.333
0.00 0.00
0.003
0 0.17
76.417
0.00 0.00
0.003
0 0.17
76.500
0.00 0.00
0.003
0 0.17
76.583
0.00 0.00
0.003
0 0.17
76.667
0.00 0.00
0.003
0 0.17
76.750
0.00 0.00
0.003
0 0.17
76.833
0.00 0.00
0.003
0 0.17
76.917
0.00 0.00
0.003
0 0.16
77.000
0.00 0.00
0.003
0 I I
I I 0.16
77.083
0.00 0.00
0.003
0 0.16
77.167
0.00 0.00
0.003
0 0.16
77.250
0.00 0.00
0.003
0 0.16
77.333
0.00 0.00
0.003
0 0.16
77.417
0.00 0.00
0.003
0 0.15
77.500
0.00 0.00
0.003
0 0.15
77.583
0.00 0.00
0.003
0 0.15
77.667
0.00 0.00
0.003
0 0.15
77.750
0.00 0.00
0.002
0 0.15
77.833
0.00 0.00
0.002
0 0.15
77.917
0.00 0.00
0.002
0 0.15
78.000
0.00 0.00
0.002
0 0.15
78.083
0.00 0.00
0.002
0 0.14
78.167
0.00 0.00
0.002
0 0.14
78.250
0.00 0.00
0.002
0 0.14
78.333
0.00 0.00
0.002
0 0.14
78.417
0.00 0.00
0.002
0 0.14
78.500
0.00 0.00
0.002
0 0.14
78.583
0.00 0.00
0.002
0 0.14
78.667
0.00 0.00
0.002
0 0.13
78.750
0.00 0.00
0.002
0 0.13
78.833
0.00 0.00
0.002
0 0.13
78.917
0.00 0.00
0.002
0 0.13
79.000
0.00 0.00
0.002
0 0.13
79.083
0.00 0.00
0.002
0 0.13
79.167
0.00 0.00
0.002
0 0.13
79.250
0.00 0.00
0.002
0 0.13
79.333
0.00 0.00
0.002
0 0.13
79.417
0.00 0.00
0.002
0 0.12
79.500
0.00 0.00
0.002
0 0.12
79.583
0.00 0.00
0.002
0 0.12
79.667
0.00 0.00
0.002
0 0.12
79.750
0.00 0.00
0.002
0 0.12
79.833
0.00 0.00
0.002
0 0.12
79.917
0.00 0.00
0.002
0 0.12
80.000
0.00 0.00
0.002
0 0.12
80.083
0.00 0.00
0.002
0 0.12
80.167
0.00 0.00
0.002
0 0.11
80.250
0.00 0.00
0.002
0 0.11
80.333
0.00 0.00
0.002
0 0.11
80.417
0.00 0.00
0.002
0 0.11
80.500
0.00 0.00
0.002
0 0.11
80.583
0.00 0.00
0.002
0 0.11
80.667
0.00 0.00
0.002
0 0.11
80.750
0.00 0.00
0.002
0 0.11
80.833
0.00 0.00
0.002
0 0.11
80.917
0.00 0.00
0.002
0 0.10
81.000
0.00 0.00
0.002
0 0.10
81.083
0.00 0.00
0.002
0 0.10
81.167
0.00 0.00
0.002
0 I I
I I 0.10
81.250
0.00 0.00
0.002
0 0.10
81.333
0.00 0.00
0.002
0 0.10
81.417
0.00 0.00
0.002
0 0.10
81.500
0.00 0.00
0.002
0 0.10
81.583
0.00 0.00
0.002
0 0.10
81.667
0.00 0.00
0.002
0 0.10
81.750
0.00 0.00
0.002
0 0.10
81.833
0.00 0.00
0.002
0 0.09
81.917
0.00 0.00
0.002
0 0.09
82.000
0.00 0.00
0.002
0 0.09
82.083
0.00 0.00
0.002
0 0.09
82.167
0.00 0.00
0.002
0 0.09
82.250
0.00 0.00
0.002
0 0.09
82.333
0.00 0.00
0.001
0 0.09
82.417
0.00 0.00
0.001
0 0.09
82.500
0.00 0.00
0.001
0 0.09
82.583
0.00 0.00
0.001
0 0.09
82.667
0.00 0.00
0.001
0 0.09
82.750
0.00 0.00
0.001
0 0.09
82.833
0.00 0.00
0.001
0 0.08
82.917
0.00 0.00
0.001
0 0.08
83.000
0.00 0.00
0.001
0 0.08
83.083
0.00 0.00
0.001
0 0.08
83.167
0.00 0.00
0.001
0 0.08
83.250
0.00 0.00
0.001
0 0.08
83.333
0.00 0.00
0.001
0 0.08
83.417
0.00 0.00
0.001
0 0.08
83.500
0.00 0.00
0.001
0 0.08
83.583
0.00 0.00
0.001
0 0.08
83.667
0.00 0.00
0.001
0 0.08
83.750
0.00 0.00
0.001
0 0.08
83.833
0.00 0.00
0.001
0 0.08
83.917
0.00 0.00
0.001
0 0.08
84.000
0.00 0.00
0.001
0 0.07
84.083
0.00 0.00
0.001
0 0.07
84.167
0.00 0.00
0.001
0 0.07
84.250
0.00 0.00
0.001
0 0.07
84.333
0.00 0.00
0.001
0 0.07
84.417
0.00 0.00
0.001
0 0.07
84.500
0.00 0.00
0.001
0 0.07
84.583
0.00 0.00
0.001
0 0.07
84.667
0.00 0.00
0.001
0 0.07
84.750
0.00 0.00
0.001
0 0.07
84.833
0.00 0.00
0.001
0 0.07
84.917
0.00 0.00
0.001
0 0.07
85.000
0.00 0.00
0.001
0 0.07
85.083
0.00 0.00
0.001
0 0.07
85.167
0.00 0.00
0.001
0 0.07
85.250
0.00 0.00
0.001
0 0.06
85.333
0.00 0.00
0.001
0 I I
I I 0.06
85.417
0.00 0.00
0.001
0 0.06
85.500
0.00 0.00
0.001
0 0.06
85.583
0.00 0.00
0.001
0 0.06
85.667
0.00 0.00
0.001
0 0.06
85.750
0.00 0.00
0.001
0 0.06
85.833
0.00 0.00
0.001
0 0.06
85.917
0.00 0.00
0.001
0 0.06
86.000
0.00 0.00
0.001
0 0.06
86.083
0.00 0.00
0.001
0 0.06
86.167
0.00 0.00
0.001
0 0.06
86.250
0.00 0.00
0.001
0 0.06
86.333
0.00 0.00
0.001
0 0.06
86.417
0.00 0.00
0.001
0 0.06
86.500
0.00 0.00
0.001
0 0.06
86.583
0.00 0.00
0.001
0 0.06
86.667
0.00 0.00
0.001
0 0.06
86.750
0.00 0.00
0.001
0 0.06
86.833
0.00 0.00
0.001
0 0.05
86.917
0.00 0.00
0.001
0 0.05
87.000
0.00 0.00
0.001
0 0.05
87.083
0.00 0.00
0.001
0 0.05
87.167
0.00 0.00
0.001
0 0.05
87.250
0.00 0.00
0.001
0 0.05
87.333
0.00 0.00
0.001
0 0.05
87.417
0.00 0.00
0.001
0 0.05
87.500
0.00 0.00
0.001
0 0.05
87.583
0.00 0.00
0.001
0 0.05
87.667
0.00 0.00
0.001
0 0.05
87.750
0.00 0.00
0.001
0 0.05
87.833
0.00 0.00
0.001
0 0.05
87.917
0.00 0.00
0.001
0 0.05
88.000
0.00 0.00
0.001
0 0.05
88.083
0.00 0.00
0.001
0 0.05
88.167
0.00 0.00
0.001
0 0.05
88.250
0.00 0.00
0.001
0 0.05
88.333
0.00 0.00
0.001
0 0.05
88.417
0.00 0.00
0.001
0 0.05
88.500
0.00 0.00
0.001
0 0.05
88.583
0.00 0.00
0.001
0 0.04
88.667
0.00 0.00
0.001
0 0.04
****************************HYDROGRAPH DATA**************************** Number of intervals = 1064
Time interval = 5.0 (Min.)
Maximum/Peak flow rate = 2.185 (CFS)
Total volume = 1.343 (Ac.Ft)
Status of hydrographs being held in storage
Stream 1 Stream 2 Stream 3 Stream 4 Stream 5
Peak (CFS) 0.000 0.000 0.000 0.000 0.000
Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000
FLOOD HYDROGRAPH ROUTING PROGRAM
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2018
Study date: 08/22/22
TTM 20372
Basin Routing - DA 2
100 yr
24 hr
Program License Serial Number 6481
-------------------------------------------------------------------- ********************* HYDROGRAPH INFORMATION ********************** From study/file name: 173postuh224100.rte
****************************HYDROGRAPH DATA**************************** Number of intervals = 294
Time interval = 5.0 (Min.)
Maximum/Peak flow rate = 20.568 (CFS)
Total volume = 2.389 (Ac.Ft)
Status of hydrographs being held in storage
Stream 1 Stream 2 Stream 3 Stream 4 Stream 5
Peak (CFS) 0.000 0.000 0.000 0.000 0.000
Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000
*********************************************************************** ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 201.000 to Point/Station 202.000 **** RETARDING BASIN ROUTING ****
User entry of depth -outflow -storage data
-------------------------------------------------------------------- Total number of inflow hydrograph intervals = 294
Hydrograph time unit = 5.000 (Min.)
Initial depth in storage basin = 0.00(Ft.)
-------------------------------------------------------------------- -------------------------------------------------------------------- Initial
basin
depth =
0.00 (Ft.)
Initial
basin
storage
= 0.00 (Ac.Ft)
Initial
basin
outflow
= 0.00 (CFS)
-------------------------------------------------------------------- Depth vs. Storage and
Depth vs.
Discharge
data:
Basin Depth
Storage
Outflow
(S-0*dt/2)
(S+0*dt/2)
(Ft.)
--------------------------------------------------------------------- (Ac.Ft)
(CFS)
(Ac.Ft)
(Ac.Ft)
0.000
0.000
0.000
0.000
0.000
3.000
0.050
0.067
0.050
0.050
4.000
0.062
0.067
0.062
0.062
5.000
0.115
0.067
0.115
0.115
6.000
0.194
0.067
0.194
0.194
6.170
0.212
0.812
0.209
0.215
6.330
0.230
2.185
0.222
0.238
7.000
0.302
2.185
0.294
0.310
8.000
0.439
2.185
0.431
0.447
8.170
0.467
4.429
0.452
0.482
8.330
0.496
8.876
0.465
0.527
9.000
0.610
15.000
0.558
0.662
Hydrograph Detention Basin Routing
Graph values: 'I'=
unit inflow; 'O'=outflow at time shown
Time
--------------------------------------------------------------------- Inflow
Outflow
Storage
Depth
(Hours)
(CFS)
(CFS)
(Ac.Ft)
.0 5.1 10.28 15.43
20.57 (Ft.)
0.083
0.03 0.00
0.000
0 0.01
0.167
0.20 0.00
0.001
0 0.05
0.250
0.41 0.00
0.003
0 0.18
0.333
0.49 0.01
0.006
0 0.36
0.417
0.51 0.01
0.009
0 0.57
0.500
0.52 0.02
0.013
0 0.77
0.583
0.52 0.02
0.016
0 0.98
0.667
0.52 0.03
0.020
0 1.18
0.750
0.52 0.03
0.023
0 1.39
0.833
0.53 0.04
0.027
0 1.59
0.917
0.53 0.04
0.030
0 1.79
1.000
0.53 0.04
0.033
0 1.99
1.083
0.53 0.05
0.037
0 2.19
1.167
0.53 0.05
0.040
0 2.39
1.250
0.53 0.06
0.043
0 2.59
1.333
0.54 0.06
0.046
0 2.78
1.417
0.54 0.07
0.050
0 2.98
1.500
0.54 0.07
0.053
0 3.24
1.583
0.54 0.07
0.056
0 3.51
1.667
0.54 0.07
0.059
0 3.78
1.750
0.54 0.07
0.063
0 4.01
1.833
0.55 0.07
0.066
0 4.07
1.917
0.55 0.07
0.069
0 4.14
2.000
0.55 0.07
0.073
0 I I I
I 4.20
2.083
0.55 0.07
0.076
0 4.26
2.167
0.55 0.07
0.079
0 4.33
2.250
0.55 0.07
0.083
0 4.39
2.333
0.56 0.07
0.086
0 4.45
2.417
0.56 0.07
0.089
0 4.52
2.500
0.56 0.07
0.093
0 4.58
2.583
0.56 0.07
0.096
0 4.64
2.667
0.56 0.07
0.100
0 4.71
2.750
0.57 0.07
0.103
0 4.77
2.833
0.57 0.07
0.106
0 4.84
2.917
0.57 0.07
0.110
0 4.90
3.000
0.57 0.07
0.113
0 4.97
3.083
0.57 0.07
0.117
0 5.02
3.167
0.58 0.07
0.120
0 5.07
3.250
0.58 0.07
0.124
0 5.11
3.333
0.58 0.07
0.127
0 5.16
3.417
0.58 0.07
0.131
0 5.20
3.500
0.58 0.07
0.134
0 5.25
3.583
0.59 0.07
0.138
0 5.29
3.667
0.59 0.07
0.142
0 5.34
3.750
0.59 0.07
0.145
0 5.38
3.833
0.59 0.07
0.149
0 5.43
3.917
0.59 0.07
0.152
0 5.47
4.000
0.60 0.07
0.156
0 5.52
4.083
0.60 0.07
0.160
0 5.57
4.167
0.60 0.07
0.163
0 5.61
4.250
0.60 0.07
0.167
0 5.66
4.333
0.61 0.07
0.171
0 5.71
4.417
0.61 0.07
0.174
0 5.75
4.500
0.61 0.07
0.178
0 5.80
4.583
0.61 0.07
0.182
0 5.85
4.667
0.62 0.07
0.186
0 5.90
4.750
0.62 0.07
0.189
0 5.94
4.833
0.62 0.07
0.193
0 5.99
4.917
0.62 0.18
0.197
0 6.03
5.000
0.63 0.29
0.199
0 6.05
5.083
0.63 0.37
0.201
0 6.07
5.167
0.63 0.44
0.203
0 6.08
5.250
0.63 0.49
0.204
0 6.10
5.333
0.64 0.52
0.205
0 6.10
5.417
0.64 0.55
0.206
0 6.11
5.500
0.64 0.57
0.206
0 6.12
5.583
0.64 0.59
0.207
01 6.12
5.667
0.65 0.60
0.207
01 6.12
5.750
0.65 0.62
0.207
01 6.13
5.833
0.65 0.62
0.207
01 6.13
5.917
0.66 0.63
0.208
01 6.13
6.000
0.66 0.64
0.208
01 6.13
6.083
0.66 0.64
0.208
10 1 1
1 1 6.13
6.167
0.66 0.65
0.208
10 1 1
1 1 6.13
6.250
0.67 0.65
0.208
10 1 1
1 1 6.13
6.333
0.67 0.66
0.208
10 1 1
1 1 6.13
6.417
0.67 0.66
0.208
10 1 1
1 1 6.14
6.500
0.68 0.66
0.208
10 1 1
1 1 6.14
6.583
0.68 0.67
0.209
10 1 1
1 1 6.14
6.667
0.68 0.67
0.209
10 1 1
1 1 6.14
6.750
0.69 0.67
0.209
10 1 1
1 1 6.14
6.833
0.69 0.68
0.209
10 1 1
1 1 6.14
6.917
0.69 0.68
0.209
10 1 1
1 1 6.14
7.000
0.70 0.69
0.209
10 1 1
1 1 6.14
7.083
0.70 0.69
0.209
10 1 1
1 1 6.14
7.167
0.70 0.69
0.209
10 1 1
1 1 6.14
7.250
0.71 0.70
0.209
10 1 1
1 1 6.14
7.333
0.71 0.70
0.209
10 1 1
1 1 6.14
7.417
0.72 0.70
0.209
10 1 1
1 1 6.15
7.500
0.72 0.71
0.209
10 1 1
1 1 6.15
7.583
0.72 0.71
0.210
10 1 1
1 1 6.15
7.667
0.73 0.71
0.210
10 1 1
1 1 6.15
7.750
0.73 0.72
0.210
10 1 1
1 1 6.15
7.833
0.73 0.72
0.210
10 1 1
1 1 6.15
7.917
0.74 0.72
0.210
10 1 1
1 1 6.15
8.000
0.74 0.73
0.210
10 1 1
1 1 6.15
8.083
0.75 0.73
0.210
10 1 1
1 1 6.15
8.167
0.75 0.74
0.210
10 1 1
1 1 6.15
8.250
0.76 0.74
0.210
10 1 1
1 1 6.15
8.333
0.76 0.74
0.210
10 1 1
1 1 6.15
8.417
0.76 0.75
0.210
10 1 1
1 1 6.16
8.500
0.77 0.75
0.211
10 1 1
1 1 6.16
8.583
0.77 0.76
0.211
10 1 1
1 1 6.16
8.667
0.78 0.76
0.211
10 1 1
1 1 6.16
8.750
0.78 0.77
0.211
10 1 1
1 1 6.16
8.833
0.79 0.77
0.211
10 1 1
1 1 6.16
8.917
0.79 0.78
0.211
10 1 1
1 1 6.16
9.000
0.80 0.78
0.211
10 1 1
1 1 6.16
9.083
0.80 0.79
0.211
10 1 1
1 1 6.16
9.167
0.81 0.79
0.211
10 1 1
1 1 6.17
9.250
0.81 0.80
0.212
10 1 1
1 1 6.17
9.333
0.82 0.80
0.212
10 1 1
1 1 6.17
9.417
0.82 0.81
0.212
10 1 1
1 1 6.17
9.500
0.83 0.81
0.212
10 1 1
1 1 6.17
9.583
0.84 0.82
0.212
10 1 1
1 1 6.17
9.667
0.84 0.83
0.212
10 1 1
1 1 6.17
9.750
0.85 0.83
0.212
10 1 1
1 1 6.17
9.833
0.85 0.84
0.212
10 1 1
1 1 6.17
9.917
0.86 0.85
0.212
10 1 1
1 1 6.17
10.000
0.87 0.85
0.213
10 1 1
1 1 6.17
10.083
0.87 0.86
0.213
10 1 1
1 1 6.18
10.167
0.88 0.87
0.213
10 1 1
1 1 6.18
10.250
0.89 0.87
0.213
10 1 1
1 1 6.18
10.333
0.89 0.88
0.213
10 1 1
1 1 6.18
10.417
0.90 0.89
0.213
10 1 1
1 1 6.18
10.500
0.91 0.89
0.213
10 1 1
1 1 6.18
10.583
0.91 0.90
0.213
10 1 1
1 1 6.18
10.667
0.92 0.91
0.213
10 1 1
1 1 6.18
10.750
0.93 0.92
0.213
10 1 1
1 1 6.18
10.833
0.94 0.92
0.213
10 1 1
1 1 6.18
10.917
0.95 0.93
0.214
10 1 1
1 1 6.18
11.000
0.95 0.94
0.214
10 1 1
1 1 6.18
11.083
0.96 0.95
0.214
10 1 1
1 1 6.19
11.167
0.97 0.96
0.214
10 1 1
1 1 6.19
11.250
0.98 0.96
0.214
10 1 1
1 1 6.19
11.333
0.99 0.97
0.214
10 1 1
1 1 6.19
11.417
1.00 0.98
0.214
10 1 1
1 1 6.19
11.500
1.01 0.99
0.214
10 1 1
1 1 6.19
11.583
1.02 1.00
0.214
10 1 1
1 1 6.19
11.667
1.03 1.01
0.215
10 1 1
1 1 6.19
11.750
1.04 1.02
0.215
10 1 1
1 1 6.19
11.833
1.05 1.03
0.215
10 1 1
1 1 6.20
11.917
1.06 1.04
0.215
10 1 1
1 1 6.20
12.000
1.07 1.05
0.215
10 1 1
1 1 6.20
12.083
1.09 1.06
0.215
10 1 1
1 1 6.20
12.167
1.12 1.08
0.216
10 1 1
1 1 6.20
12.250
1.16 1.11
0.216
10 1 1
1 1 6.20
12.333
1.18 1.13
0.216
10 1 1
1 1 6.21
12.417
1.20 1.16
0.217
10 1 1
1 1 6.21
12.500
1.21 1.18
0.217
10 1 1
1 1 6.21
12.583
1.23 1.20
0.217
10 1 1
1 1 6.21
12.667
1.24 1.21
0.217
10 1 1
1 1 6.22
12.750
1.26 1.23
0.217
10 1 1
1 1 6.22
12.833
1.28 1.24
0.218
10 1 1
1 1 6.22
12.917
1.29 1.26
0.218
JOI I I
1 1 6.22
13.000
1.31 1.28
0.218
JOI I I
1 1 6.22
13.083
1.33 1.29
0.218
1 0 1 1
1 1 6.23
13.167
1.35 1.31
0.219
1 0 1 1
1 1 6.23
13.250
1.37 1.33
0.219
1 0 1 1
1 1 6.23
13.333
1.39 1.35
0.219
1 0 1 1
1 1 6.23
13.417
1.41 1.37
0.219
1 0 1 1
1 1 6.24
13.500
1.43 1.39
0.220
1 0 1 1
1 1 6.24
13.583
1.46 1.41
0.220
1 0 1 1
1 1 6.24
13.667
1.48 1.44
0.220
1 0 1 1
1 1 6.24
13.750
1.51 1.46
0.220
1 0 1 1
1 1 6.25
13.833
1.53 1.48
0.221
1 0 1 1
1 1 6.25
13.917
1.56 1.51
0.221
1 0 1 1
1 1 6.25
14.000
1.59 1.54
0.222
1 0 1 1
1 1 6.25
14.083
1.63 1.57
0.222
1 0 1 1
1 1 6.26
14.167
1.66 1.60
0.222
1 0 1 1
1 1 6.26
14.250
1.70 1.63
0.223
1 0 1 1
1 1 6.27
14.333
1.74 1.67
0.223
1 0 1 1
1 1 6.27
14.417
1.78 1.70
0.224
1 0 1 1
1 1 6.27
14.500
1.82 1.74
0.224
1 0 1 1
1 1 6.28
14.583
1.87 1.79
0.225
0 6.28
14.667
1.92 1.83
0.225
0 6.29
14.750
1.98 1.88
0.226
01 6.29
14.833
2.04 1.94
0.227
0 6.30
14.917
2.11 1.99
0.228
0 6.31
15.000
2.19 2.06
0.228
0 6.32
15.083
2.27 2.13
0.229
0 6.32
15.167
2.36 2.19
0.230
0 6.33
15.250
2.47 2.19
0.232
0 6.35
15.333
2.59 2.19
0.234
01 6.37
15.417
2.70 2.19
0.237
01 6.40
15.500
2.71 2.19
0.241
01 6.43
15.583
2.71 2.19
0.245
01 6.47
15.667
2.88 2.19
0.249
01 6.51
15.750
3.17 2.19
0.255
01 6.56
15.833
3.59 2.19
0.263
0 I
6.64 15.917
4.32 2.19
0.275
0 I
6.75 16.000
5.91 2.19
0.295
0 lI
I 1
1 6.94
16.083
10.23 2.19
0.336
0 1 7.25
16.167
19.67 2.19
0.424
0 I 1 7.89
16.250
20.57 10.16
0.520
1 0l I
I 8.47
16.333
10.34 11.81
0.551
1 I 0
8.65 16.417
5.19 10.55
0.527
I
0 8.51
16.500
3.56 8.31
0.492
I 1
0 1
8.31 16.583
3.03 4.84
0.470
1 I 01
1 1
1 8.18
16.667
2.60 3.81
0.459
I0
8.12 16.750
2.38 3.24
0.452
I 0
8.08 16.833
2.20 2.83
0.447
I0
8.05 16.917
2.05 2.52
0.443
0 8.03
17.000
1.93 2.29
0.440
0 8.01
17.083
1.83 2.19
0.438
I0
7.99 17.167
1.74 2.19
0.435
I0
7.97 17.250
1.66 2.19
0.432
I0
7.95 17.333
1.60 2.19
0.428
I0
7.92 17.417
1.54 2.19
0.424
I0
7.89 17.500
1.48 2.19
0.419
I0
7.85 17.583
1.43 2.19
0.414
I0
7.82 17.667
1.39 2.19
0.409
I0
7.78 17.750
1.35 2.19
0.403
I0
7.74 17.833
1.31 2.19
0.397
I0
7.69 17.917
1.28 2.19
0.391
1I 0 1
1 1
1 7.65
18.000
1.24 2.19
0.385
1I 0 1
1 1
1 7.60
18.083
1.21 2.19
0.378
1I 0 1
1 1
1 7.55
18.167
1.16 2.19
0.371
1I 0 1
1 1
1 7.50
18.250
1.11 2.19
0.364
1I 0 1
1 1
1 7.45
18.333
1.08 2.19
0.356
1I 0 1
1 1
1 7.40
18.417
1.05 2.19
0.349
1I 0 1
1 1
1 7.34
18.500
1.03 2.19
0.341
1I 0 1
1 1
1 7.28
18.583
1.01 2.19
0.333
1I 0 1
1 1
1 7.22
18.667
0.99 2.19
0.325
II 0 1
1 1
1 7.17
18.750
0.97 2.19
0.316
1I
0 1 1
1 1 7.10
18.833
0.95 2.19
0.308
1I
0 1 1
1 1 7.04
18.917
0.94 2.19
0.299
1I
0 1 1
1 1 6.98
19.000
0.92 2.19
0.291
1I
0 1 1
1 1 6.89
19.083
0.91 2.19
0.282
1I
0 1 1
1 1 6.81
19.167
0.89 2.19
0.273
1I
0 1 1
1 1 6.73
19.250
0.88 2.19
0.264
1I
0 1 1
1 1 6.65
19.333
0.87 2.19
0.255
1I
0 1 1
1 1 6.56
19.417
0.85 2.19
0.246
1I
0 1 1
1 1 6.48
19.500
0.84 2.19
0.237
1I
0 1 1
1 1 6.39
19.583
0.83 2.03
0.228
1I
0 1 1
1 1 6.31
19.667
0.82 1.53
0.221
JIO I I
1 1 6.25
19.750
0.81 1.23
0.218
10 1 1
1 1 6.22
19.833
0.80 1.05
0.215
10 1 1
1 1 6.20
19.917
0.79 0.95
0.214
10 1 1
1 1 6.19
20.000
0.78 0.88
0.213
10 1 1
1 1 6.18
20.083
0.77 0.83
0.212
10 1 1
1 1 6.17
20.167
0.76 0.81
0.212
10 1 1
1 1 6.17
20.250
0.75 0.79
0.212
10 1 1
1 1 6.17
20.333
0.74 0.78
0.211
10 1 1
1 1 6.16
20.417
0.73 0.77
0.211
10 1 1
1 1 6.16
20.500
0.73 0.76
0.211
10 1 1
1 1 6.16
20.583
0.72 0.75
0.211
10 1 1
1 1 6.16
20.667
0.71 0.74
0.210
10 1 1
1 1 6.15
20.750
0.70 0.73
0.210
10 1 1
1 1 6.15
20.833
0.70 0.73
0.210
10 1 1
1 1 6.15
20.917
0.69 0.72
0.210
10 1 1
1 1 6.15
21.000
0.68 0.71
0.210
10 1 1
1 1 6.15
21.083
0.68 0.70
0.209
10 1 1
1 1 6.15
21.167
0.67 0.70
0.209
10 1 1
1 1 6.14
21.250
0.66 0.69
0.209
10 1 1
1 1 6.14
21.333
0.66 0.68
0.209
10 1 1
1 1 6.14
21.417
0.65 0.68
0.209
10 1 1
1 1 6.14
21.500
0.65 0.67
0.209
10 1 1
1 1 6.14
21.583
0.64 0.66
0.208
IO
6.14 21.667
0.64 0.66
0.208
IO
6.13 21.750
0.63 0.65
0.208
IO
6.13 21.833
0.63 0.65
0.208
IO
6.13 21.917
0.62 0.64
0.208
0 6.13
22.000
0.62 0.63
0.208
0 6.13
22.083
0.61 0.63
0.208
0 6.13
22.167
0.61 0.62
0.207
0 6.13
22.250
0.60 0.62
0.207
0 6.13
22.333
0.60 0.61
0.207
0 6.12
22.417
0.59 0.61
0.207
0 6.12
22.500
0.59 0.60
0.207
0 6.12
22.583
0.58 0.60
0.207
0 6.12
22.667
0.58 0.60
0.207
0 6.12
22.750
0.58 0.59
0.207
0 6.12
22.833
0.57 0.59
0.207
0 I I
I I 6.12
22.917
0.57 0.58
0.206
0 6.12
23.000
0.56 0.58
0.206
0 6.12
23.083
0.56 0.57
0.206
0 6.12
23.167
0.56 0.57
0.206
0 6.11
23.250
0.55 0.57
0.206
0 6.11
23.333
0.55 0.56
0.206
0 6.11
23.417
0.55 0.56
0.206
0 6.11
23.500
0.54 0.55
0.206
0 6.11
23.583
0.54 0.55
0.206
0 6.11
23.667
0.54 0.55
0.206
0 6.11
23.750
0.53 0.54
0.206
0 6.11
23.833
0.53 0.54
0.205
0 6.11
23.917
0.53 0.54
0.205
0 6.11
24.000
0.52 0.53
0.205
0 6.11
24.083
0.49 0.53
0.205
0 6.10
24.167
0.32 0.50
0.204
0 6.10
24.250
0.11 0.42
0.203
0 6.08
24.333
0.03 0.34
0.200
0 6.06
24.417
0.01 0.26
0.199
0 6.04
24.500
0.00 0.19
0.197
0 6.03
24.583
0.00 0.15
0.196
0 6.02
24.667
0.00 0.11
0.195
0 6.01
24.750
0.00 0.08
0.194
0 6.00
24.833
0.00 0.07
0.194
0 6.00
24.917
0.00 0.07
0.193
0 5.99
25.000
0.00 0.07
0.193
0 5.99
25.083
0.00 0.07
0.192
0 5.98
25.167
0.00 0.07
0.192
0 5.97
25.250
0.00 0.07
0.192
0 5.97
25.333
0.00 0.07
0.191
0 5.96
25.417
0.00 0.07
0.191
0 5.96
25.500
0.00 0.07
0.190
0 5.95
25.583
0.00 0.07
0.190
0 5.95
25.667
0.00 0.07
0.189
0 5.94
25.750
0.00 0.07
0.189
0 5.93
25.833
0.00 0.07
0.188
0 5.93
25.917
0.00 0.07
0.188
0 5.92
26.000
0.00 0.07
0.187
0 5.92
26.083
0.00 0.07
0.187
0 5.91
26.167
0.00 0.07
0.186
0 5.90
26.250
0.00 0.07
0.186
0 5.90
26.333
0.00 0.07
0.186
0 5.89
26.417
0.00 0.07
0.185
0 5.89
26.500
0.00 0.07
0.185
0 5.88
26.583
0.00 0.07
0.184
0 5.88
26.667
0.00 0.07
0.184
0 5.87
26.750
0.00 0.07
0.183
0 5.86
26.833
0.00 0.07
0.183
0 5.86
26.917
0.00 0.07
0.182
0 5.85
27.000
0.00 0.07
0.182
0 I I
I I 5.85
27.083
0.00 0.07
0.181
0 5.84
27.167
0.00 0.07
0.181
0 5.83
27.250
0.00 0.07
0.180
0 5.83
27.333
0.00 0.07
0.180
0 5.82
27.417
0.00 0.07
0.180
0 5.82
27.500
0.00 0.07
0.179
0 5.81
27.583
0.00 0.07
0.179
0 5.81
27.667
0.00 0.07
0.178
0 5.80
27.750
0.00 0.07
0.178
0 5.79
27.833
0.00 0.07
0.177
0 5.79
27.917
0.00 0.07
0.177
0 5.78
28.000
0.00 0.07
0.176
0 5.78
28.083
0.00 0.07
0.176
0 5.77
28.167
0.00 0.07
0.175
0 5.76
28.250
0.00 0.07
0.175
0 5.76
28.333
0.00 0.07
0.174
0 5.75
28.417
0.00 0.07
0.174
0 5.75
28.500
0.00 0.07
0.174
0 5.74
28.583
0.00 0.07
0.173
0 5.74
28.667
0.00 0.07
0.173
0 5.73
28.750
0.00 0.07
0.172
0 5.72
28.833
0.00 0.07
0.172
0 5.72
28.917
0.00 0.07
0.171
0 5.71
29.000
0.00 0.07
0.171
0 5.71
29.083
0.00 0.07
0.170
0 5.70
29.167
0.00 0.07
0.170
0 5.69
29.250
0.00 0.07
0.169
0 5.69
29.333
0.00 0.07
0.169
0 5.68
29.417
0.00 0.07
0.168
0 5.68
29.500
0.00 0.07
0.168
0 5.67
29.583
0.00 0.07
0.168
0 5.67
29.667
0.00 0.07
0.167
0 5.66
29.750
0.00 0.07
0.167
0 5.65
29.833
0.00 0.07
0.166
0 5.65
29.917
0.00 0.07
0.166
0 5.64
30.000
0.00 0.07
0.165
0 5.64
30.083
0.00 0.07
0.165
0 5.63
30.167
0.00 0.07
0.164
0 5.62
30.250
0.00 0.07
0.164
0 5.62
30.333
0.00 0.07
0.163
0 5.61
30.417
0.00 0.07
0.163
0 5.61
30.500
0.00 0.07
0.162
0 5.60
30.583
0.00 0.07
0.162
0 5.60
30.667
0.00 0.07
0.162
0 5.59
30.750
0.00 0.07
0.161
0 5.58
30.833
0.00 0.07
0.161
0 5.58
30.917
0.00 0.07
0.160
0 5.57
31.000
0.00 0.07
0.160
0 5.57
31.083
0.00 0.07
0.159
0 5.56
31.167
0.00 0.07
0.159
0 I I
I I 5.55
31.250
0.00 0.07
0.158
0 5.55
31.333
0.00 0.07
0.158
0 5.54
31.417
0.00 0.07
0.157
0 5.54
31.500
0.00 0.07
0.157
0 5.53
31.583
0.00 0.07
0.156
0 5.52
31.667
0.00 0.07
0.156
0 5.52
31.750
0.00 0.07
0.156
0 5.51
31.833
0.00 0.07
0.155
0 5.51
31.917
0.00 0.07
0.155
0 5.50
32.000
0.00 0.07
0.154
0 5.50
32.083
0.00 0.07
0.154
0 5.49
32.167
0.00 0.07
0.153
0 5.48
32.250
0.00 0.07
0.153
0 5.48
32.333
0.00 0.07
0.152
0 5.47
32.417
0.00 0.07
0.152
0 5.47
32.500
0.00 0.07
0.151
0 5.46
32.583
0.00 0.07
0.151
0 5.45
32.667
0.00 0.07
0.150
0 5.45
32.750
0.00 0.07
0.150
0 5.44
32.833
0.00 0.07
0.150
0 5.44
32.917
0.00 0.07
0.149
0 5.43
33.000
0.00 0.07
0.149
0 5.43
33.083
0.00 0.07
0.148
0 5.42
33.167
0.00 0.07
0.148
0 5.41
33.250
0.00 0.07
0.147
0 5.41
33.333
0.00 0.07
0.147
0 5.40
33.417
0.00 0.07
0.146
0 5.40
33.500
0.00 0.07
0.146
0 5.39
33.583
0.00 0.07
0.145
0 5.38
33.667
0.00 0.07
0.145
0 5.38
33.750
0.00 0.07
0.144
0 5.37
33.833
0.00 0.07
0.144
0 5.37
33.917
0.00 0.07
0.144
0 5.36
34.000
0.00 0.07
0.143
0 5.36
34.083
0.00 0.07
0.143
0 5.35
34.167
0.00 0.07
0.142
0 5.34
34.250
0.00 0.07
0.142
0 5.34
34.333
0.00 0.07
0.141
0 5.33
34.417
0.00 0.07
0.141
0 5.33
34.500
0.00 0.07
0.140
0 5.32
34.583
0.00 0.07
0.140
0 5.31
34.667
0.00 0.07
0.139
0 5.31
34.750
0.00 0.07
0.139
0 5.30
34.833
0.00 0.07
0.138
0 5.30
34.917
0.00 0.07
0.138
0 5.29
35.000
0.00 0.07
0.138
0 5.29
35.083
0.00 0.07
0.137
0 5.28
35.167
0.00 0.07
0.137
0 5.27
35.250
0.00 0.07
0.136
0 5.27
35.333
0.00 0.07
0.136
0 I I
I I 5.26
35.417
0.00 0.07
0.135
0 5.26
35.500
0.00 0.07
0.135
0 5.25
35.583
0.00 0.07
0.134
0 5.24
35.667
0.00 0.07
0.134
0 5.24
35.750
0.00 0.07
0.133
0 5.23
35.833
0.00 0.07
0.133
0 5.23
35.917
0.00 0.07
0.132
0 5.22
36.000
0.00 0.07
0.132
0 5.22
36.083
0.00 0.07
0.132
0 5.21
36.167
0.00 0.07
0.131
0 5.20
36.250
0.00 0.07
0.131
0 5.20
36.333
0.00 0.07
0.130
0 5.19
36.417
0.00 0.07
0.130
0 5.19
36.500
0.00 0.07
0.129
0 5.18
36.583
0.00 0.07
0.129
0 5.17
36.667
0.00 0.07
0.128
0 5.17
36.750
0.00 0.07
0.128
0 5.16
36.833
0.00 0.07
0.127
0 5.16
36.917
0.00 0.07
0.127
0 5.15
37.000
0.00 0.07
0.126
0 5.15
37.083
0.00 0.07
0.126
0 5.14
37.167
0.00 0.07
0.126
0 5.13
37.250
0.00 0.07
0.125
0 5.13
37.333
0.00 0.07
0.125
0 5.12
37.417
0.00 0.07
0.124
0 5.12
37.500
0.00 0.07
0.124
0 5.11
37.583
0.00 0.07
0.123
0 5.10
37.667
0.00 0.07
0.123
0 5.10
37.750
0.00 0.07
0.122
0 5.09
37.833
0.00 0.07
0.122
0 5.09
37.917
0.00 0.07
0.121
0 5.08
38.000
0.00 0.07
0.121
0 5.08
38.083
0.00 0.07
0.120
0 5.07
38.167
0.00 0.07
0.120
0 5.06
38.250
0.00 0.07
0.120
0 5.06
38.333
0.00 0.07
0.119
0 5.05
38.417
0.00 0.07
0.119
0 5.05
38.500
0.00 0.07
0.118
0 5.04
38.583
0.00 0.07
0.118
0 5.03
38.667
0.00 0.07
0.117
0 5.03
38.750
0.00 0.07
0.117
0 5.02
38.833
0.00 0.07
0.116
0 5.02
38.917
0.00 0.07
0.116
0 5.01
39.000
0.00 0.07
0.115
0 5.01
39.083
0.00 0.07
0.115
0 5.00
39.167
0.00 0.07
0.114
0 4.99
39.250
0.00 0.07
0.114
0 4.98
39.333
0.00 0.07
0.114
0 4.97
39.417
0.00 0.07
0.113
0 4.96
39.500
0.00 0.07
0.113
0 I I
I I 4.96
39.583
0.00 0.07
0.112
0 4.95
39.667
0.00 0.07
0.112
0 4.94
39.750
0.00 0.07
0.111
0 4.93
39.833
0.00 0.07
0.111
0 4.92
39.917
0.00 0.07
0.110
0 4.91
40.000
0.00 0.07
0.110
0 4.90
40.083
0.00 0.07
0.109
0 4.89
40.167
0.00 0.07
0.109
0 4.89
40.250
0.00 0.07
0.108
0 4.88
40.333
0.00 0.07
0.108
0 4.87
40.417
0.00 0.07
0.108
0 4.86
40.500
0.00 0.07
0.107
0 4.85
40.583
0.00 0.07
0.107
0 4.84
40.667
0.00 0.07
0.106
0 4.83
40.750
0.00 0.07
0.106
0 4.82
40.833
0.00 0.07
0.105
0 4.82
40.917
0.00 0.07
0.105
0 4.81
41.000
0.00 0.07
0.104
0 4.80
41.083
0.00 0.07
0.104
0 4.79
41.167
0.00 0.07
0.103
0 4.78
41.250
0.00 0.07
0.103
0 4.77
41.333
0.00 0.07
0.102
0 4.76
41.417
0.00 0.07
0.102
0 4.76
41.500
0.00 0.07
0.102
0 4.75
41.583
0.00 0.07
0.101
0 4.74
41.667
0.00 0.07
0.101
0 4.73
41.750
0.00 0.07
0.100
0 4.72
41.833
0.00 0.07
0.100
0 4.71
41.917
0.00 0.07
0.099
0 4.70
42.000
0.00 0.07
0.099
0 4.69
42.083
0.00 0.07
0.098
0 4.69
42.167
0.00 0.07
0.098
0 4.68
42.250
0.00 0.07
0.097
0 4.67
42.333
0.00 0.07
0.097
0 4.66
42.417
0.00 0.07
0.096
0 4.65
42.500
0.00 0.07
0.096
0 4.64
42.583
0.00 0.07
0.096
0 4.63
42.667
0.00 0.07
0.095
0 4.62
42.750
0.00 0.07
0.095
0 4.62
42.833
0.00 0.07
0.094
0 4.61
42.917
0.00 0.07
0.094
0 4.60
43.000
0.00 0.07
0.093
0 4.59
43.083
0.00 0.07
0.093
0 4.58
43.167
0.00 0.07
0.092
0 4.57
43.250
0.00 0.07
0.092
0 4.56
43.333
0.00 0.07
0.091
0 4.55
43.417
0.00 0.07
0.091
0 4.55
43.500
0.00 0.07
0.090
0 4.54
43.583
0.00 0.07
0.090
0 4.53
43.667
0.00 0.07
0.090
0 I I
I I 4.52
43.750
0.00 0.07
0.089
0 4.51
43.833
0.00 0.07
0.089
0 4.50
43.917
0.00 0.07
0.088
0 4.49
44.000
0.00 0.07
0.088
0 4.49
44.083
0.00 0.07
0.087
0 4.48
44.167
0.00 0.07
0.087
0 4.47
44.250
0.00 0.07
0.086
0 4.46
44.333
0.00 0.07
0.086
0 4.45
44.417
0.00 0.07
0.085
0 4.44
44.500
0.00 0.07
0.085
0 4.43
44.583
0.00 0.07
0.084
0 4.42
44.667
0.00 0.07
0.084
0 4.42
44.750
0.00 0.07
0.084
0 4.41
44.833
0.00 0.07
0.083
0 4.40
44.917
0.00 0.07
0.083
0 4.39
45.000
0.00 0.07
0.082
0 4.38
45.083
0.00 0.07
0.082
0 4.37
45.167
0.00 0.07
0.081
0 4.36
45.250
0.00 0.07
0.081
0 4.35
45.333
0.00 0.07
0.080
0 4.35
45.417
0.00 0.07
0.080
0 4.34
45.500
0.00 0.07
0.079
0 4.33
45.583
0.00 0.07
0.079
0 4.32
45.667
0.00 0.07
0.078
0 4.31
45.750
0.00 0.07
0.078
0 4.30
45.833
0.00 0.07
0.078
0 4.29
45.917
0.00 0.07
0.077
0 4.29
46.000
0.00 0.07
0.077
0 4.28
46.083
0.00 0.07
0.076
0 4.27
46.167
0.00 0.07
0.076
0 4.26
46.250
0.00 0.07
0.075
0 4.25
46.333
0.00 0.07
0.075
0 4.24
46.417
0.00 0.07
0.074
0 4.23
46.500
0.00 0.07
0.074
0 4.22
46.583
0.00 0.07
0.073
0 4.22
46.667
0.00 0.07
0.073
0 4.21
46.750
0.00 0.07
0.072
0 4.20
46.833
0.00 0.07
0.072
0 4.19
46.917
0.00 0.07
0.072
0 4.18
47.000
0.00 0.07
0.071
0 4.17
47.083
0.00 0.07
0.071
0 4.16
47.167
0.00 0.07
0.070
0 4.15
47.250
0.00 0.07
0.070
0 4.15
47.333
0.00 0.07
0.069
0 4.14
47.417
0.00 0.07
0.069
0 4.13
47.500
0.00 0.07
0.068
0 4.12
47.583
0.00 0.07
0.068
0 4.11
47.667
0.00 0.07
0.067
0 4.10
47.750
0.00 0.07
0.067
0 4.09
47.833
0.00 0.07
0.066
0 I I
I I 4.08
47.917
0.00 0.07
0.066
0 4.08
48.000
0.00 0.07
0.066
0 4.07
48.083
0.00 0.07
0.065
0 4.06
48.167
0.00 0.07
0.065
0 4.05
48.250
0.00 0.07
0.064
0 4.04
48.333
0.00 0.07
0.064
0 4.03
48.417
0.00 0.07
0.063
0 4.02
48.500
0.00 0.07
0.063
0 4.02
48.583
0.00 0.07
0.062
0 4.01
48.667
0.00 0.07
0.062
0 3.99
48.750
0.00 0.07
0.061
0 3.95
48.833
0.00 0.07
0.061
0 3.91
48.917
0.00 0.07
0.060
0 3.87
49.000
0.00 0.07
0.060
0 3.84
49.083
0.00 0.07
0.060
0 3.80
49.167
0.00 0.07
0.059
0 3.76
49.250
0.00 0.07
0.059
0 3.72
49.333
0.00 0.07
0.058
0 3.68
49.417
0.00 0.07
0.058
0 3.64
49.500
0.00 0.07
0.057
0 3.61
49.583
0.00 0.07
0.057
0 3.57
49.667
0.00 0.07
0.056
0 3.53
49.750
0.00 0.07
0.056
0 3.49
49.833
0.00 0.07
0.055
0 3.45
49.917
0.00 0.07
0.055
0 3.41
50.000
0.00 0.07
0.054
0 3.37
50.083
0.00 0.07
0.054
0 3.34
50.167
0.00 0.07
0.054
0 3.30
50.250
0.00 0.07
0.053
0 3.26
50.333
0.00 0.07
0.053
0 3.22
50.417
0.00 0.07
0.052
0 3.18
50.500
0.00 0.07
0.052
0 3.14
50.583
0.00 0.07
0.051
0 3.11
50.667
0.00 0.07
0.051
0 3.07
50.750
0.00 0.07
0.050
0 3.03
50.833
0.00 0.07
0.050
0 2.99
50.917
0.00 0.07
0.049
0 2.97
51.000
0.00 0.07
0.049
0 2.94
51.083
0.00 0.07
0.049
0 2.91
51.167
0.00 0.06
0.048
0 2.88
51.250
0.00 0.06
0.048
0 2.86
51.333
0.00 0.06
0.047
0 2.83
51.417
0.00 0.06
0.047
0 2.81
51.500
0.00 0.06
0.046
0 2.78
51.583
0.00 0.06
0.046
0 2.75
51.667
0.00 0.06
0.045
0 2.73
51.750
0.00 0.06
0.045
0 2.70
51.833
0.00 0.06
0.045
0 2.68
51.917
0.00 0.06
0.044
0 2.65
52.000
0.00 0.06
0.044
0 I I
I I 2.63
52.083
0.00 0.06
0.043
0 2.61
52.167
0.00 0.06
0.043
0 2.58
52.250
0.00 0.06
0.043
0 2.56
52.333
0.00 0.06
0.042
0 2.53
52.417
0.00 0.06
0.042
0 2.51
52.500
0.00 0.06
0.041
0 2.49
52.583
0.00 0.06
0.041
0 2.47
52.667
0.00 0.05
0.041
0 2.44
52.750
0.00 0.05
0.040
0 2.42
52.833
0.00 0.05
0.040
0 2.40
52.917
0.00 0.05
0.040
0 2.38
53.000
0.00 0.05
0.039
0 2.35
53.083
0.00 0.05
0.039
0 2.33
53.167
0.00 0.05
0.039
0 2.31
53.250
0.00 0.05
0.038
0 2.29
53.333
0.00 0.05
0.038
0 2.27
53.417
0.00 0.05
0.037
0 2.25
53.500
0.00 0.05
0.037
0 2.23
53.583
0.00 0.05
0.037
0 2.21
53.667
0.00 0.05
0.036
0 2.19
53.750
0.00 0.05
0.036
0 2.17
53.833
0.00 0.05
0.036
0 2.15
53.917
0.00 0.05
0.035
0 2.13
54.000
0.00 0.05
0.035
0 2.11
54.083
0.00 0.05
0.035
0 2.09
54.167
0.00 0.05
0.034
0 2.07
54.250
0.00 0.05
0.034
0 2.05
54.333
0.00 0.05
0.034
0 2.03
54.417
0.00 0.04
0.034
0 2.01
54.500
0.00 0.04
0.033
0 1.99
54.583
0.00 0.04
0.033
0 1.98
54.667
0.00 0.04
0.033
0 1.96
54.750
0.00 0.04
0.032
0 1.94
54.833
0.00 0.04
0.032
0 1.92
54.917
0.00 0.04
0.032
0 1.90
55.000
0.00 0.04
0.031
0 1.89
55.083
0.00 0.04
0.031
0 1.87
55.167
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0.031
0 1.85
55.250
0.00 0.04
0.031
0 1.84
55.333
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0.030
0 1.82
55.417
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0.030
0 1.80
55.500
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0.030
0 1.79
55.583
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0.029
0 1.77
55.667
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0.029
0 1.75
55.750
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0.029
0 1.74
55.833
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0.029
0 1.72
55.917
0.00 0.04
0.028
0 1.70
56.000
0.00 0.04
0.028
0 1.69
56.083
0.00 0.04
0.028
0 1.67
56.167
0.00 0.04
0.028
0 I I
I I 1.66
56.250
0.00 0.04
0.027
0 1.64
56.333
0.00 0.04
0.027
0 1.63
56.417
0.00 0.04
0.027
0 1.61
56.500
0.00 0.04
0.027
0 1.60
56.583
0.00 0.04
0.026
0 1.58
56.667
0.00 0.04
0.026
0 1.57
56.750
0.00 0.03
0.026
0 1.55
56.833
0.00 0.03
0.026
0 1.54
56.917
0.00 0.03
0.025
0 1.53
57.000
0.00 0.03
0.025
0 1.51
57.083
0.00 0.03
0.025
0 1.50
57.167
0.00 0.03
0.025
0 1.48
57.250
0.00 0.03
0.025
0 1.47
57.333
0.00 0.03
0.024
0 1.46
57.417
0.00 0.03
0.024
0 1.44
57.500
0.00 0.03
0.024
0 1.43
57.583
0.00 0.03
0.024
0 1.42
57.667
0.00 0.03
0.023
0 1.40
57.750
0.00 0.03
0.023
0 1.39
57.833
0.00 0.03
0.023
0 1.38
57.917
0.00 0.03
0.023
0 1.37
58.000
0.00 0.03
0.023
0 1.35
58.083
0.00 0.03
0.022
0 1.34
58.167
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0.022
0 1.33
58.250
0.00 0.03
0.022
0 1.32
58.333
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0.022
0 1.30
58.417
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0.022
0 1.29
58.500
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0.021
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58.583
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0.021
0 1.27
58.667
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0.021
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58.750
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0.021
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58.833
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58.917
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0.020
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59.000
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0.020
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59.083
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59.167
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0.020
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59.250
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0.020
0 1.18
59.333
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0.019
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59.417
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0.019
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59.500
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59.583
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0.019
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59.667
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0.019
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59.750
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59.833
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0.018
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59.917
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0.018
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60.000
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60.083
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60.167
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0.018
0 1.06
60.250
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0.018
0 1.05
60.333
0.00 0.02
0.017
0 I I
I I 1.05
60.417
0.00 0.02
0.017
0 1.04
60.500
0.00 0.02
0.017
0 1.03
60.583
0.00 0.02
0.017
0 1.02
60.667
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0.017
0 1.01
60.750
0.00 0.02
0.017
0 1.00
60.833
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0.016
0 0.99
60.917
0.00 0.02
0.016
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61.000
0.00 0.02
0.016
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61.083
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0.016
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61.167
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0.016
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61.250
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0.016
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61.333
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0.016
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61.417
0.00 0.02
0.015
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61.500
0.00 0.02
0.015
0 0.92
61.583
0.00 0.02
0.015
0 0.91
61.667
0.00 0.02
0.015
0 0.90
61.750
0.00 0.02
0.015
0 0.89
61.833
0.00 0.02
0.015
0 0.89
61.917
0.00 0.02
0.015
0 0.88
62.000
0.00 0.02
0.014
0 0.87
62.083
0.00 0.02
0.014
0 0.86
62.167
0.00 0.02
0.014
0 0.85
62.250
0.00 0.02
0.014
0 0.85
62.333
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0.014
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62.417
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0.014
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62.500
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0.014
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62.583
0.00 0.02
0.014
0 0.81
62.667
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0.013
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62.750
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0.013
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62.833
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0.013
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62.917
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0.013
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63.000
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0.013
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63.083
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63.167
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0.013
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63.250
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63.333
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0.012
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63.417
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0.012
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63.500
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63.583
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0.012
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63.667
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63.750
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0.012
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63.833
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0.012
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63.917
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0.012
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64.000
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0.012
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64.083
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0.011
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64.167
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0.011
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64.250
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0.011
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64.333
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0.011
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64.417
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0.011
0 0.66
64.500
0.00 0.01
0.011
0 I I
I I 0.66
64.583
0.00 0.01
0.011
0 0.65
64.667
0.00 0.01
0.011
0 0.65
64.750
0.00 0.01
0.011
0 0.64
64.833
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0.011
0 0.63
64.917
0.00 0.01
0.010
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65.000
0.00 0.01
0.010
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65.083
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0.010
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65.167
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0.010
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65.250
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0.010
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65.333
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0.010
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65.417
0.00 0.01
0.010
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65.500
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0.010
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65.583
0.00 0.01
0.010
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65.667
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0.010
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65.750
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0.010
0 0.57
65.833
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0.009
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65.917
0.00 0.01
0.009
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66.000
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0.009
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66.083
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0.009
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66.167
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0.009
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66.250
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0.009
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66.333
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0.009
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66.417
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0.009
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66.500
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0.009
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66.583
0.00 0.01
0.009
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66.667
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66.750
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0.009
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66.833
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66.917
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67.000
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67.083
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67.167
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67.250
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67.333
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67.417
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67.500
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67.583
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67.667
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67.750
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67.833
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67.917
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68.000
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68.083
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68.167
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68.250
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68.333
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68.417
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68.500
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68.583
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0.007
0 0.42
68.667
0.00 0.01
0.007
0 I I
I I 0.42
68.750
0.00 0.01
0.007
0 0.41
68.833
0.00 0.01
0.007
0 0.41
68.917
0.00 0.01
0.007
0 0.40
69.000
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69.083
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69.167
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0.007
0 0.39
69.250
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0.006
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69.333
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0.006
0 0.39
69.417
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0 0.38
69.500
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69.583
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0.006
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69.667
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0.006
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69.750
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0.006
0 0.37
69.833
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0.006
0 0.36
69.917
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0.006
0 0.36
70.000
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0.006
0 0.36
70.083
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70.167
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0.006
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70.250
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0.006
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70.333
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0.006
0 0.35
70.417
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0.006
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70.500
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70.583
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0.006
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70.667
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70.750
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70.833
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70.917
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71.000
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71.083
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71.167
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71.250
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71.333
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71.417
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71.500
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71.583
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71.667
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71.750
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71.833
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71.917
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72.000
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72.083
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0.005
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72.167
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72.250
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72.333
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72.417
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72.500
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72.583
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72.667
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0.004
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72.750
0.00 0.01
0.004
0 0.26
72.833
0.00 0.01
0.004
0 I I
I I 0.26
72.917
0.00 0.01
0.004
0 0.26
73.000
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0.004
0 0.26
73.083
0.00 0.01
0.004
0 0.25
73.167
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0.004
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73.250
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0.004
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73.333
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0.004
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73.417
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0.004
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73.500
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0.004
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73.583
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0.004
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73.667
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73.750
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0.004
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73.833
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73.917
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0.004
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74.000
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0.004
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74.083
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74.167
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0.004
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74.250
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0.004
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74.333
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74.417
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74.500
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0.004
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74.583
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74.667
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0.004
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74.750
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0.004
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74.833
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74.917
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75.000
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75.083
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75.167
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75.250
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75.333
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75.417
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75.500
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75.667
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75.750
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75.833
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75.917
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76.000
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76.083
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76.167
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76.250
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76.333
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76.417
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76.500
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76.583
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76.667
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76.750
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76.833
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0.003
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76.917
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0.003
0 0.17
77.000
0.00 0.00
0.003
0 I I
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77.083
0.00 0.00
0.003
0 0.16
77.167
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0.003
0 0.16
77.250
0.00 0.00
0.003
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77.333
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0.003
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77.417
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0.003
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77.500
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0.003
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77.583
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77.667
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0.003
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77.750
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0.003
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77.833
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0.003
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77.917
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0.002
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78.000
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0.002
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78.083
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0.002
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78.167
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0.002
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78.250
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0.002
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78.333
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0.002
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78.417
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78.500
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78.583
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78.667
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78.750
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0.002
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78.833
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0.002
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78.917
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79.000
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79.083
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79.250
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79.333
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79.417
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79.500
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0.002
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79.583
0.00 0.00
0.002
0 0.12
79.667
0.00 0.00
0.002
0 0.12
79.750
0.00 0.00
0.002
0 0.12
79.833
0.00 0.00
0.002
0 0.12
79.917
0.00 0.00
0.002
0 0.12
80.000
0.00 0.00
0.002
0 0.12
80.083
0.00 0.00
0.002
0 0.12
80.167
0.00 0.00
0.002
0 0.12
80.250
0.00 0.00
0.002
0 0.12
80.333
0.00 0.00
0.002
0 0.11
80.417
0.00 0.00
0.002
0 0.11
80.500
0.00 0.00
0.002
0 0.11
80.583
0.00 0.00
0.002
0 0.11
80.667
0.00 0.00
0.002
0 0.11
80.750
0.00 0.00
0.002
0 0.11
80.833
0.00 0.00
0.002
0 0.11
80.917
0.00 0.00
0.002
0 0.11
81.000
0.00 0.00
0.002
0 0.11
81.083
0.00 0.00
0.002
0 0.11
81.167
0.00 0.00
0.002
0 I I
I I 0.10
81.250
0.00 0.00
0.002
0 0.10
81.333
0.00 0.00
0.002
0 0.10
81.417
0.00 0.00
0.002
0 0.10
81.500
0.00 0.00
0.002
0 0.10
81.583
0.00 0.00
0.002
0 0.10
81.667
0.00 0.00
0.002
0 0.10
81.750
0.00 0.00
0.002
0 0.10
81.833
0.00 0.00
0.002
0 0.10
81.917
0.00 0.00
0.002
0 0.10
82.000
0.00 0.00
0.002
0 0.09
82.083
0.00 0.00
0.002
0 0.09
82.167
0.00 0.00
0.002
0 0.09
82.250
0.00 0.00
0.002
0 0.09
82.333
0.00 0.00
0.002
0 0.09
82.417
0.00 0.00
0.002
0 0.09
82.500
0.00 0.00
0.001
0 0.09
82.583
0.00 0.00
0.001
0 0.09
82.667
0.00 0.00
0.001
0 0.09
82.750
0.00 0.00
0.001
0 0.09
82.833
0.00 0.00
0.001
0 0.09
82.917
0.00 0.00
0.001
0 0.09
83.000
0.00 0.00
0.001
0 0.08
83.083
0.00 0.00
0.001
0 0.08
83.167
0.00 0.00
0.001
0 0.08
83.250
0.00 0.00
0.001
0 0.08
83.333
0.00 0.00
0.001
0 0.08
83.417
0.00 0.00
0.001
0 0.08
83.500
0.00 0.00
0.001
0 0.08
83.583
0.00 0.00
0.001
0 0.08
83.667
0.00 0.00
0.001
0 0.08
83.750
0.00 0.00
0.001
0 0.08
83.833
0.00 0.00
0.001
0 0.08
83.917
0.00 0.00
0.001
0 0.08
84.000
0.00 0.00
0.001
0 0.08
84.083
0.00 0.00
0.001
0 0.08
84.167
0.00 0.00
0.001
0 0.07
84.250
0.00 0.00
0.001
0 0.07
84.333
0.00 0.00
0.001
0 0.07
84.417
0.00 0.00
0.001
0 0.07
84.500
0.00 0.00
0.001
0 0.07
84.583
0.00 0.00
0.001
0 0.07
84.667
0.00 0.00
0.001
0 0.07
84.750
0.00 0.00
0.001
0 0.07
84.833
0.00 0.00
0.001
0 0.07
84.917
0.00 0.00
0.001
0 0.07
85.000
0.00 0.00
0.001
0 0.07
85.083
0.00 0.00
0.001
0 0.07
85.167
0.00 0.00
0.001
0 0.07
85.250
0.00 0.00
0.001
0 0.07
85.333
0.00 0.00
0.001
0 I I
I I 0.07
85.417
0.00 0.00
0.001
0 0.06
85.500
0.00 0.00
0.001
0 0.06
85.583
0.00 0.00
0.001
0 0.06
85.667
0.00 0.00
0.001
0 0.06
85.750
0.00 0.00
0.001
0 0.06
85.833
0.00 0.00
0.001
0 0.06
85.917
0.00 0.00
0.001
0 0.06
86.000
0.00 0.00
0.001
0 0.06
86.083
0.00 0.00
0.001
0 0.06
86.167
0.00 0.00
0.001
0 0.06
86.250
0.00 0.00
0.001
0 0.06
86.333
0.00 0.00
0.001
0 0.06
86.417
0.00 0.00
0.001
0 0.06
86.500
0.00 0.00
0.001
0 0.06
86.583
0.00 0.00
0.001
0 0.06
86.667
0.00 0.00
0.001
0 0.06
86.750
0.00 0.00
0.001
0 0.06
86.833
0.00 0.00
0.001
0 0.06
86.917
0.00 0.00
0.001
0 0.06
87.000
0.00 0.00
0.001
0 0.05
87.083
0.00 0.00
0.001
0 0.05
87.167
0.00 0.00
0.001
0 0.05
87.250
0.00 0.00
0.001
0 0.05
87.333
0.00 0.00
0.001
0 0.05
87.417
0.00 0.00
0.001
0 0.05
87.500
0.00 0.00
0.001
0 0.05
87.583
0.00 0.00
0.001
0 0.05
87.667
0.00 0.00
0.001
0 0.05
87.750
0.00 0.00
0.001
0 0.05
87.833
0.00 0.00
0.001
0 0.05
87.917
0.00 0.00
0.001
0 0.05
88.000
0.00 0.00
0.001
0 0.05
88.083
0.00 0.00
0.001
0 0.05
88.167
0.00 0.00
0.001
0 0.05
88.250
0.00 0.00
0.001
0 0.05
88.333
0.00 0.00
0.001
0 0.05
88.417
0.00 0.00
0.001
0 0.05
88.500
0.00 0.00
0.001
0 0.05
88.583
0.00 0.00
0.001
0 0.05
88.667
0.00 0.00
0.001
0 0.05
88.750
0.00 0.00
0.001
0 0.04
88.833
0.00 0.00
0.001
0 I I
I I 0.04
****************************HYDROGRAPH DATA**************************** Number of intervals = 1066
Time interval = 5.0 (Min.)
Maximum/Peak flow rate = 11.812 (CFS)
Total volume = 2.388 (Ac.Ft)
Status of hydrographs being held in storage
Stream 1 Stream 2 Stream 3 Stream 4 Stream 5
Peak (CFS) 0.000 0.000 0.000 0.000 0.000
Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000
***********************************************************************
Appendix H
Water Quality Management Plan for Tract Map 20372
"�- City of Yucaipa
Starling Heights SP TTM 20372
Initial Study/Mitigated Negative Declaration
April 2024
Page119
Water Quality Management Plan
For:
Tract Map 20372
APN 0318-02-118, -119
Prepared for:
Premium Land Development, LLC
35109 Avenue C
Yucaipa, CA 92399
909-283-8588
Prepared by:
Blue Engineering and Consulting, Inc
12223 Highland Ave #106-594
Rancho Cucamonga, CA 91739
909-248-6557
Submittal Date: Aug. 2022
Revision Date:
Approval Date:
Water Quality Management Plan (WQMP)
Project Owner's Certification
This Water Quality Management Plan (WQMP) has been prepared for Premium Land Development, LLC by Blue Engineering and Consulting, Inc. The WQMP is intended to comply with the requirements of the City of Yucaipa and the NPDES Areawide Stormwater Program requiring the preparation of a WQMP. The undersigned, while it owns the subject property, is responsible for the implementation of the provisions of this plan and will ensure that this plan is amended as appropriate to reflect up-to-date conditions on the site consistent with San Bernardino County's Municipal Storm Water Management Program and the intent of the NPDES Permit for San Bernardino County and the incorporated cities of San Bernardino County within the Santa Ana Region. Once the undersigned transfers its interest in the property, its successors in interest and the city/county shall be notified of the transfer. The new owner will be informed of its responsibility under this WQMP. A copy of the approved WQMP shall be available on the subject site in perpetuity.
"I certify under a penalty of law that the provisions (implementation, operation, maintenance, and funding) of the WQMP have been accepted and that the plan will be transferred to future successors." Project Data
Permit/Application
Number(s):
Grading Permit Number(s):
Tract/Parcel Map
Number(s):
20372
Building Permit Number(s):
CUP, SUP, and/or APN (Specify Lot Numbers if Portions of Tract):
Owner's Signature
Owner Name: Ganpat Patel and Manju Patel
Title
Company
Address
28142 San Lucas Mission Viejo, CA
92642
Email
Telephone #
Signature
Date
Owner's Certification
Water Quality Management Plan (WQMP)
Preparer's Certification
Project Data
Permit/Application
Grading Permit Number(s):
11 Number(s):
Tract/Parcel Map
20372
Building Permit Number(s):
Number(s):
CUP, SUP, and/or APN (Specify Lot Numbers if Portions of Tract):
"The selection, sizing and design of stormwater treatment and other stormwater quality and quantity control measures in this plan were prepared under my oversight and meet the requirements of Regional Water Quality Control Board Order No. R8-2010-0036."
I Engineer: Angel Cesar, P.E.
PE Stamp Below
Title President/CEO
Essioy
Company Blue Engineering and Consulting, Inc
CF<!
Address 12223 Highland Ave #106-594
Email [email protected] � M
� No.87222 �
Telephone # 909-248-6557
Signature �% C IV
9TF of 1-�����
Date CA
Contents
Water Quality Management Plan (WQMP)
Table of Contents
Sectioni Discretionary Permits......................................................................................... 1-1
Sectiona Project Description............................................................................................... 2-1
2.1 Project Information........................................................................................ 2-1
2.2 Property Ownership / Management.............................................................. a -a
2.3 Potential Stormwater Pollutants................................................................... 2-3
2.4 Water Quality Credits................................................................................................ 2-4
Section 3 Site and Watershed Description......................................................................... 3-1
Section 4 Best Management Practices................................................................................ 4-1
4.1 Source Control BMP....................................................................................... 4-1
4.1.1 Pollution Prevention................................................................................... 4-1
4.1.2 Preventative LID Site Design Practices....................................................... 4-6
4.2 Project Performance Criteria......................................................................... 4-7
4.3 Project Conformance Analysis....................................................................... 4-12
4.3.1 Site Design Hydrologic Source Control BMP.............................................. 4-14
4.3.2 Infiltration BMP.......................................................................................... 4-16
4.3.3 Harvest and Use BMP.................................................................................. 4-18
4.3.4 Biotreatment BMP.......................................................................................
4.19 4.3.5 Conformance Summary............................................................................... 4-23
4.3.6 Hydromodification Control BMP............................................................... 4-24
4.4 Alternative Compliance Plan (if applicable) ................................................. 4-25
Section 5 Inspection & Maintenance Responsibility Post Construction BMPs................. 5-1 Section 6 Site Plan and Drainage Plan................................................................................ 6-1
6.1. Site Plan and Drainage Plan.......................................................................... 6-1
6.2 Electronic Data Submittal............................................................................. 6-1 Forms
Formi-i Project Information............................................................................................... 1-1
Form 2.1-1 Description of Proposed Project......................................................................... 2-1
Form 2.2-1 Property Ownership/Management..................................................................... a -a
Form2.3-1 Pollutants of Concern......................................................................................... 2-3
Form 2.4-1 Water Quality Credits......................................................................................... 2-4
Form 3-1 Site Location and Hydrologic Features................................................................. 3-1
Form3-2 Hydrologic Characteristics.................................................................................... 3-2
Form 3-3 Watershed Description.......................................................................................... 3-3
Form 4.1-1 Non -Structural Source Control BMP................................................................... 4-2
Form 4.1-2 Structural Source Control BMP.......................................................................... 4-4
Form 4.1-3 Site Design Practices Checklist........................................................................... 4-6
Form 4.2-1 LID BMP Performance Criteria for Design Capture Volume ............................. 4-7
Form 4.2-2 Summary of HCOC Assessment.......................................................................... 4-8
Form 4.2-3 HCOC Assessment for Runoff Volume............................................................... 4-9
Form 4.2-4 HCOC Assessment for Time of Concentration.................................................. 4-10
Contents
Water Quality Management Plan (WQMP)
Form4.2-5 HCOC Assessment for Peak Runoff.................................................................... 4-11
Form4.3-1 Infiltration BMP Feasibility................................................................................ 4-13
Form 4.3-2 Site Design Hydrologic Source Control BMP..................................................... 4-14
Form4.3-3 Infiltration LID BMP........................................................................................... 4-17
Form4.3-4 Harvest and Use BMP......................................................................................... 4-18
Form 4.3-5 Selection and Evaluation of Biotreatment BMP................................................ 4-19
Form 4.3-6 Volume Based Biotreatment - Bioretention and Planter Boxes w/Underdrains 4-20
Form 4.3-7 Volume Based Biotreatment- Constructed Wetlands and Extended Detention 4-21
Form 4.3-8 Flow Based Biotreatment................................................................................... 4-22
Form 4.3-9 Conformance Summary and Alternative Compliance Volume Estimate .......... 4-23
Form 4.3-10 Hydromodification Control BMP..................................................................... 4-24
Form 5-1 BMP Inspection and Maintenance........................................................................ 5-1
Appendix A - Vicinity Map
Appendix B - WQMP Site Plan
Appendix C - LID BMP Sizing Calculation
Appendix D - BMP Fact Sheets
Appendix E - Maintenance Agreement
Appendix F - Worksheet H: Factor of Safety and Design Infiltration Rate and Worksheet Appendix G - WQMP Project Report SB County WAP website
Appendix H - NOAA ATLAS 114
Appendix I - SWQMP Certification
Appendix J - Educational Material
Contents
Water Quality Management Plan (WQMP)
Section 1 Discretionary Permit(s)
Form 1-1 Project Information
Project Name
TR 20372
Project Owner Contact Name:
Craig Heaps
Mailing
E-mail
35109 Avenue C Yucaipa, CA 92339
[email protected]
Telephone:
909-283-8588
Address:
Address:
Tract/Parcel Map
Permit/Application Number(s):
Number(s):
Additional Information/
Comments:
The Development project consists of 128 residential lots, 2 open space lots for landscape and infiltration basins. The residential development will be accessed by the proposed Street 'A' connecting to Avenue E and by the proposed Street 'D' connecting to 12th Street. Treat and store onsite the 2 year 1 hour stormwater runoff using City of Yucaipa pre -approved BMPs.
Description of Project:
Existing drainage patterns will stay relatively the same. The site flows east to west.
Offsite improvements include the construction of north side of Avenue E and sidewalk along 12th Street.
Overflow from the proposed basins will flow through a parkway drain into Avenue E.
Provide summary of Conceptual
WQMP conditions (if previously
N/A
submitted and approved). Attach
complete copy.
1-1
Water Quality Management Plan (WQMP)
Section 2 Project Description
2.1 Project Information
This section of the WQMP should provide the information listed below. The information provided for Conceptual/ Preliminary WQMP should give sufficient detail to identify the major proposed site design and LID BMPs and other anticipated water quality features that impact site planning. Final Project WQMP must specifically identify all BMP incorporated into the final site design and provide other detailed information as described herein.
The purpose of this information is to help determine the applicable development category, pollutants of concern, watershed description, and long term maintenance responsibilities for the project, and any applicable water quality credits. This information will be used in conjunction with the information in Section 3, Site Description, to establish the performance criteria and to select the LID BMP or other BMP for the project or other alternative programs that the project will participate in, which are described in Section 4.
Form 2.1-1 Description of Proposed Project
1 Development Category (Select all that apply):
❑ Significant re -development
®New development involving
❑ Automotive repair
❑Restaurants (with SIC
involving the addition or
the creation of 10,000 ft2 or
shops with standard
code 5812) where the land
replacement of 5,000 ft2 or
more of impervious surface
industrial classification (SIC)
area of development is
more of impervious surface on
collectively over entire site
codes 5013, 5014, 5541,
5,000 ft2 or more
an already developed site
7532- 7534, 7536-7539
❑ Hillside developments of
❑ Developments of 2,500 ft2
❑ Parking lots of 5,000 ft2
❑ Retail gasoline outlets
5,000 ft2 or more which are
of impervious surface or more
or more exposed to storm
that are either 5,000 ft2 or
located on areas with known
adjacent to (within 200 ft) or
water
more, or have a projected
erosive soil conditions or
discharging directly into
average daily traffic of 100
where the natural slope is
environmentally sensitive areas
or more vehicles per day
25 percent or more
or waterbodies listed on the
CWA Section 303(d) list of
impaired waters.
❑ Non -Priority / Non -Category Project May require source control LID BMPs and other LIP requirements. Please consult with local jurisdiction on specific requirements.
2 Project Area (ft2):
661,287
3 Number of Dwelling Units:
128
4 SIC Code:
1521
5 Is Project going to be phased? Yes ❑ No ® If yes, ensure that the WQMP evaluates each phase as a distinct DA, requiring LID BMPs to address runoff at time of completion.
6 Does Project include roads? Yes ® No ❑ If yes, ensure that applicable requirements for transportation projects are addressed (see Appendix A of TGD for WQMP)
2-1
Water Quality Management Plan (WQMP)
2.2 Property Ownership/Management
Describe the ownership/management of all portions of the project and site. State whether any infrastructure will transfer to public agencies (City, County, Caltrans, etc.) after project completion. State if a homeowners or property owners association will be formed and be responsible for the long-term maintenance of project stormwater facilities. Describe any lot -level stormwater features that will be the responsibility of individual property owners.
Form 2.2-1 Property Ownership/Management
Describe property ownership/management responsible for long-term maintenance of WQMP stormwater facilities:
WQMP Stormwater facilities will be owned and maintained by the City of Yucaipa in the long-term.
Prior to the acceptance of the city, owner will maintain WQMP stormwater facilities. 2-2
Water Quality Management Plan (WQMP)
2.3 Potential Stormwater Pollutants
Determine and describe expected stormwater pollutants of concern based on land uses and site activities (refer to Table 3-3 in the TGD for WQMP).
Form 2.3-1 Pollutants of Concern
Pollutant
Please check:
E=Expected, N=Not
Expected
Additional Information and Comments
Pathogens (Bacterial / Virus)
E ®
N ❑
Animal excrement and sanitary sewer overflow
Nutrients - Phosphorous
E ®
N ❑
Fertilizing landscape areas
Nutrients - Nitrogen
E ®
N ❑
Fertilizing landscape areas
Noxious Aquatic Plants
E ®
N ❑
Landscape planting areas
Sediment
E ®
N ❑
Grading or outdoor improvements
Metals
E ❑
N
Oil and Grease
E ®
N ❑
Spills and leakage from vehicles
Trash/Debris
E ®
N ❑
Plant debris, animal excrement and litter
Pesticides / Herbicides
E ®
N ❑
Herbicides, fungicides, rodenticides and insecticides
Organic Compounds
E ❑
N
Other:
E ❑
N ❑
Other:
E ❑
N ❑
Other:
E ❑
N ❑
Other:
E ❑
N ❑
Other:
E ❑
N ❑
2-3
Water Quality Management Plan (WQMP)
2.4 Water Quality Credits
A water quality credit program is applicable for certain types of development projects if it is not feasible to meet the requirements for on -site LID. Proponents for eligible projects, as described below, can apply for water quality credits that would reduce project obligations for selecting and sizing other treatment BMP or participating in other alternative compliance programs. Refer to Section 6.2 in the TGD for WQMP to determine if water quality credits are applicable for the project.
Form 2.4-1 Water Quality Credits
11 1 Project Types that Qualify for Water Quality Credits: Select all that apply ❑ Redevelopment projects that
Higher density
❑ Mixed use development,
❑Brownfield
reduce the overall impervious
development projects
(combination of residential,
redevelopment
footprint of the project site.
❑Vertical density [20%]
commercial, industrial, office,
(redevelop real property
[Credit = % impervious reduced]
❑7 units/ acre [5%]
institutional, or other land uses
complicated by presence
which incorporate design principles
or potential of hazardous
that demonstrate environmental
contaminants) [25%]
benefits not realized through single
use projects) [20%]
❑ Redevelopment projects in
❑ Transit -oriented
❑ In -fill projects (conversion of
❑ Live -Work
established historic district,
developments (mixed use
empty lots & other underused
developments (variety of
historic preservation area, or
residential or commercial
spaces < 5 acres, substantially
developments designed
similar significant core city center
area designed to maximize
surrounded by urban land uses, into
to support residential and
areas [10%]
access to public
more beneficially used spaces, such
vocational needs) [20%]
transportation) [20%]
as residential or commercial areas)
[10%]
2 Total Credit % n/a (Total all credit percentages up to a maximum allowable credit of 50 percent) Description of Water Quality
N/A
Credit Eligibility (if applicable)
2-4
Water Quality Management Plan (WQMP)
Section 3 Site and Watershed Description
Describe the project site conditions that will facilitate the selection of BMP through an analysis of the physical conditions and limitations of the site and its receiving waters. Identify distinct drainage areas (DA) that collect flow from a portion of the site and describe how runoff from each DA (and sub -watershed DMAs) is conveyed to the site outlet(s). Refer to Section 3.2 in the TGD for WQMP. The form below is provided as an example.
Then complete Forms 3.2 and 3.3 for each DA on the project site.
Form 3-1 Site Location and Hydrologic Features
Site coordinates take GPS
Thomas Bros Map page
measurement at approximate
Latitude 34°06'49.2" N
Longitude 117°27'56.8' W
5757-A7
center of site
1 San Bernardino County climatic region: ® Valley ❑ Mountain 2 Does the site have more than one drainage area (DA): Yes® No❑ If no, proceed to Form 3-2. If yes, then use this form to show a conceptual schematic describing DMAs and hydrologic feature connecting DMAs to the site outlet(s). An example is provided below that can be modified for proposed project or a drawing clearly showing DMA and flow routing may be attached Outlet 1 Outlet 2
1 t
BMP1 BMP2
+ T
DMA1 DMA DMA DMA
Conveyance
Briefly describe on -site drainage features to convey runoff that is not retained within a DMA DA 1 DMA 1 to Outlet 1
DMA 1, 2, and 3 will flow to Infiltration Basin BMP 1 and overflow into 12th St.
DA 2 DMA 2 to Outlet 1
DMA 4 will flow into Infiltration basin BMP 2 and overflow into Avenue E. 3-1
Water Quality Management Plan (WQMP)
Form 3-2 Existing Hydrologic Characteristics for Drainage Area 1 For Drainage Area 1's sub -watershed DMA,
provide the following characteristics
DMA
DMA
DMA
DMA
1 DMA drainage area (ftz)
403,379
257,908
2 Existing site impervious area (ft2)
0 0
3 Antecedent moisture condition
For desert areas, use
I I
I I
http://www.sbcounty . gov/dpw/floodcontrol/pdf/2
0100412 map.pdf
4 Hydrologic soil group
A
A
Refer to Watershed Mapping Tool —
http://Permitrack.sbcounty . govlwo
5 Longest flowpath length (ft)
897
733
6 Longest flowpath slope (ft/ft)
0.03 0.03
7 Current land cover type(s)
Grass, annual or
Grass, annual or
perennial
perennial
Select from Fig C-3 of Hydrology Manual
8 Pre -developed pervious area condition:
Based on the extent of wet season vegetated cover
Good
Good
good >75% Fair 50-7591o; Poor <50%Attach photos
of site to support rating
3-2
Water Quality Management Plan (WQMP)
Form 3-3 Watershed Description for Drainage Area
Receiving waters
Refer to Watershed Mapping Tool -
http://permitrack.sbcounty . gov/wap/
See 'Drainage Facilities" link at this website
Applicable TMDLs
Refer to Local Implementation Plan
303(d) listed impairments
Refer to Local Implementation Plan and Watershed
Mapping Tool —
http://Permitrack.sbcounty.govlwo and State
Water Resources Control Board website —
http://www.waterboards.ca.gov/santaana/water iss
ues/programs/tmdl/index.shtml
Environmentally Sensitive Areas (ESA)
IRefer to Watershed Mapping Tool —
h ttp://Permitrack.sbcounty. govlwo
Unlined Downstream Water Bodies
IRefer to Watershed Mapping Tool —
h ttp://permitrack.sbcounty. gov/wap/
Runoff from the project site drains is received by a public street Avenue E along, which discharges into the concrete lined Wilson Creek. Wilson Creek discharges into the Live Oak Creek and continues to San Timoteo Creek. San Timoteo Creek discharges into the Santa Ana River -
Reach 3. The Santa Ana River travels through San Bernardino County, Riverside County and Orange County and ultimately discharges into the Pacific Ocean.
...........................................................................................................................
Santa Ana River, Reach Nitrate TMDL
Bacterial Indicator TMDLs for the Middle Santa Ana River Watershed Water Bodies.
Santa Ana River, Reach 3 — Pathogens, Nitrate
n/a
n/a
® Yes Complete Hydrologic Conditions of Concern (HCOC) Assessment. Include Forms -2 through Form 4.2-5 and Hydromodification BMP Form 4.3-10 in submittal Hydrologic Conditions of Concern 4.2
❑ No
IWatershed —based BMP included in a RWQCB
approved WAP
Yes Attach verification of regional BMP evaluation criteria in WAP =1
• More Effective than On -site LID
• Remaining Capacity for Project DCV
• Upstream of any Water of the US
• Operational at Project Completion
• Long -Term Maintenance Plan
3-3
Water Quality Management Plan (WQMP)
Section 4 Best Management Practices (BMP)
4.1 Source Control BMP
4.1.1 Pollution Prevention
Non-structural and structural source control BMP are required to be incorporated into all new development and significant redevelopment projects. Form 4.1-1 and 4.1-2 are used to describe specific source control BMPs used in the WQMP or to explain why a certain BMP is not applicable. Table 7-3 of the TGD for WQMP provides a list of applicable source control BMP for projects with specific types of potential pollutant sources or activities.
The source control BMP in this table must be implemented for projects with these specific types of potential pollutant sources or activities.
The preparers of this WQMP have reviewed the source control BMP requirements for new development and significant redevelopment projects. The preparers have also reviewed the specific BMP required for project as specified in Forms 4.1-1 and 4.1-2. All applicable non-structural and structural source control BMP shall be implemented in the project.
4-1
Water Quality Management Plan (WQMP)
Form 4.1-1 Non -Structural Source Control BMPs
Check One
Describe BMP Implementation OR,
Identifier
Name
Not
Included
if not applicable, state reason
Applicable
Provide literature including, but not limited to, the materials attached in Appendix A of Education of Property Owners, Tenants
this report to Property Owner(s) upon purchase of unit. Additional resources can be N1
and Occupants on Stormwater BMPs
®
Elfound
at County of San Bernardino NPDES website.
http://cros.sbcounty.gov/dpw/Home.aspx
Pesticide Controls: Pesticides and herbicides shall be applied in accordance with the N2
Activity Restrictions
®
❑
California Department of Pesticides requirements. Must be done by a state certified applicator.
Landscape management including, but not limited to, mowing of lawns, pruning of N3
Landscape Management BMPs
®
❑
vegetation, removal of invasive plant species, shall be provided into perpetuity as the responsibility of the Owner.
BPM maintenance shall be performed in accordance with Section 5 of this report, the N4
BMP Maintenance
®
❑
Operations & Maintenance Plan in the Appendix of this report, or the currently accepted Maintenance Procedures at the time of maintenance.
Title 22 CCR Compliance
❑
®
N/A since no hazardous materials
N5
(How development will comply)
El®
Project does not consist of fuel dispensing areas or other areas of concern to public N6
Local Water Quality Ordinances
properties
N7
Spill Contingency Plan
❑
®
Hazardous materials will not be stockpiled on -site
N8
Underground Storage Tank Compliance
❑
®
N/A; no underground material storage
N9
Hazardous Materials Disclosure
❑
®
N/A; no use of hazardous materials
Compliance
4-2
Water Quality Management Plan (WQMP)
Form 4.1-1 Non -Structural Source Control BMPs
Check One
Describe BMP Implementation OR,
Identifier
Name
Included
Not
if not applicable, state reason
Applicable
N10
Uniform Fire Code Implementation
❑
®
Hazardous materials will not be stored or used onsite. Article 80 does not apply.
It shall be the Owner's responsibility to provide proper litter control per CASQA BMP SC- N11
Litter/Debris Control Program
❑
®
60. Litter controls shall be provided during regularly scheduled landscape maintenance, or as needed to prevent transportation of trash & debris from the site.
N12
Employee Training
❑
®
No POA planned for this development
N13
Housekeeping of Loading Docks
❑
®
No loading docks in this proposed development
N14
Catch Basin Inspection Program
®
❑
City will be responsible to inspect catch basin for blockage or debris N15
Vacuum Sweeping of Private Streets and
❑
®
No private streets are proposed
Parking Lots
N16
Other Non-structural Measures for Public
❑
®
Not a public project
Agency Projects
Projects disturbing greater than one (1) acre are required to implement a Storm Water Comply with all other applicable NPDES
®
❑
Pollution Prevention Plan during construction to control stormwater and non- N17
stormwater discharges from the site, in conjunction with providing erosion control to permits
prevent sediment from leaving the site.
4-3
Water Quality Management Plan (WQMP)
Form 4.1-2 Structural Source Control BMPs
Check One
Identifier
Name
Describe BMP Implementation OR,
Included
Not
If not applicable, state reason
Applicable
S1
Provide storm drain system stencilling and signage
®
❑
Provide on onsite inlets
(CASQA New Development BMP Handbook SD-13)
Design and construct outdoor material storage
❑
No materials to store
S2
areas to reduce pollution introduction (CASQA
New Development BMP Handbook SD-34)
Design and construct trash and waste storage
®
❑
Owners shall be advised to keep trash bins under house overhang to prevent S3
areas to reduce pollution introduction (CASQA
introduction of pollutants into stormwater runoff
New Development BMP Handbook SD-32)
Use efficient irrigation systems & landscape
Owner shall be required to adhere to the California Statewide "Model Water design, water conservation, smart controllers, and
®
❑
Efficient Landscape Ordinance" dated September 10, 2009. This will include the S4
source control (Statewide Model Landscape
implementation of smart irrigation controllers to maximize water conservation.
Ordinance; CASQA New Development BMP
See brochure in Attachment A: Educational Materials.
Handbook SD-12)
Finish grade of landscaped areas at a minimum of
®
❑
Landscaped be below top
S5
1-2 inches below top of curb, sidewalk, or
areas shall of curb or sidewalk
pavement
Protect slopes and channels and provide energy
®
❑
All be to
S6
dissipation (CASQA New Development BMP
slopes shall vegetated provide erosion control
Handbook SD-10)
S�
Covered dock areas (CASQA New Development
❑
®
No covered dock areas in the proposed development
BMP Handbook SD-31)
Covered maintenance bays with spill containment
❑
®
No bays in this development
S8
plans (CASQA New Development BMP Handbook
covered maintenance proposed
SD-31)
S9
Vehicle wash areas with spill containment plans
❑
®
No vehicle wash areas in this proposed development
(CASQA New Development BMP Handbook SD-33)
S10
Covered outdoor processing areas (CASQA New
❑
®
No outdoor processing areas in this proposed development Development BMP Handbook SD-36)
4-4
Water Quality Management Plan (WQMP)
Form 4.1-2 Structural Source Control BMPs
Check One
Identifier
Name
Describe BMP Implementation OR,
Included
Not
If not applicable, state reason
Applicable
Equipment wash areas with spill containment
®
No equipment wash areas in this development
S11
plans (CASQA New Development BMP Handbook
proposed
SD-33)
S12
Fueling areas (CASQA New Development BMP
®
No fueling areas in this proposed development
Handbook SD-30)
S13
Hillside landscaping (CASQA New Development
®
No hillside landscaping is being proposed
BMP Handbook SD-10)
S14
Wash water control for food preparation areas
1:1®
No designated food preparation areas; garbage disposal in residences S15
Community car wash racks (CASQA New
®
No outdoor processing areas in this proposed development Development BMP Handbook SD-33)
4-5
Water Quality Management Plan (WQMP)
4.1.2 Preventative LID Site Design Practices
Site design practices associated with new LID requirements in the MS4 Permit should be considered in the earliest phases of a project. Preventative site design practices can result in smaller DCV for LID BMP and hydromodification control BMP by reducing runoff generation. Describe site design and drainage plan including:
• A narrative of site design practices utilized or rationale for not using practices • A narrative of how site plan incorporates preventive site design practices Include an attached Site Plan layout which shows how preventative site design practices are included in WQMP
Refer to Section 5.2 of the TGD for WQMP for more details.
Form 4.1-3 Preventative LID Site Design Practices Checklist Site Design Practices
If yes, explain how preventative site design practice is addressed in project site plan. If no, other LID BMPs must be selected to meet targets Minimize impervious areas: Yes ® No ❑
Explanation: Impervious areas will be minimized to the maximum extent possible. The proposed development includes large single-family residences and paved public roads.
Maximize natural infiltration capacity: Yes ® No ❑
Explanation: Minimizing impervious area and allowing more landscape area for natural infiltration Preserve existing drainage patterns and time of concentration: Yes ❑ No Explanation: The overall drainage pattern will remain the same. The existing and proposed outlet point is the same.
Disconnect impervious areas: Yes ❑ No
Explanation: Not Enough room
Protect existing vegetation and sensitive areas: Yes ❑ No Explanation: Will re -vegetate to the maximum extent possible after the development of the site Re -vegetate disturbed areas: Yes ® No ❑
Explanation: Disturbed areas will be stabilized prior to the completion of the project Minimize unnecessary compaction in stormwater retention/infiltration basin/trench areas: Yes ® No ❑ Explanation: Landscape areas will be staked off after rough grading has been completed to prevent excessive compaction Utilize vegetated drainage swales in place of underground piping or imperviously lined swales: Yes ® No ❑ Explanation: On -lot drainage will include vegetated swales to collect/convey stormwater 4-6
Water Quality Management Plan (WQMP)
4.2 Project Performance Criteria
The purpose of this section of the Project WQMP is to establish targets for post -development hydrology based on performance criteria specified in the MS4 Permit. These targets include runoff volume for water quality control (referred to as LID design capture volume), and runoff volume, time of concentration, and peals runoff for protection of any downstream waterbody segments with a HCOC.
Methods applied in the following forms include:
■ For LID BMP Design Capture Volume (DCV), the San Bernardino County Stormwater Program requires use of the P6 method (MS4 Permit Section XI.D.6a.ii) - Form 4.2-1 For HCOC pre- and post -development hydrologic calculation, the San Bernardino County Stormwater Program requires the use of the Rational Method (San Bernardino County Hydrology Manual Section D). Forms 4.2-2 through Form 4.2-5 calculate hydrologic variables including runoff volume, time of concentration, and peak runoff from the project site pre- and post -development using the Hydrology Manual Rational Method approach.
For projects greater than 64o acres (1.0 miz), the Rational Method and these forms should not be used. For such projects, the Unit Hydrograph Method (San Bernardino County Hydrology Manual Section E) shall be applied for hydrologic calculations for HCOC performance criteria.
Refer to Section 4 in the TGD for WQMP for detailed guidance and instructions.
Form 4.2-1 LID BMP Performance Criteria for Design Capture Volume (DA 1) 11
1 Project area DA 1 (ftz):
2 Imperviousness after applying preventative
3 Runoff Coefficient (Rc): 0.389
661,312
site design practices (Imp%): 57%
&=0.858(Imp%)"3-0.78(lmp%)"2+0.774(lmp%)+0.04
4 Determine 1-hour rainfall depth for a 2-year return period P2yr-lhr (in): 0.528 http://hdsc.nws.noaa.aov/hdsc/pfds/sa/sca afds.html 5 Compute P6, Mean 6-hr Precipitation (inches): 0.782
Pe = Item 4 *Ci, where C, is a function of site climatic region specified in Form 3-1 Item 1 (Valley=1.4807; Mountain=1.909; Desert = 1.2371) 6 Drawdown Rate
Use 48 hours as the default condition. Selection and use of the 24 hour drawdown time condition is subject to approval 24-hrs ❑
by the local jurisdiction. The necessary BMP footprint is a function of drawdown time. While shorter drawdown times 48-hrs
reduce the performance criteria for LID BMP design capture volume, the depth of water that can be stored is also reduced.
7 Compute design capture volume, DCV (ft3): 32,864
DCV = 1112 * [Item 1 * Item 3 *Item 5 * C2], where C2 is a function of drawdown rate (24-hr=1.582; 48-hr=1.963) Compute separate DCV for each outlet from the project site per schematic drawn in Form 3-1 Item 2 4-7
Water Quality Management Plan (WQMP)
Form 4.2-2 Summary of HCOC Assessment (DA 1)
Does project have the potential to cause or contribute to an HCOC in a downstream channel: Yes ® No ❑ Go to: http://permitrack.sbcounty.gov/wap/
If "Yes", then complete HCOC assessment of site hydrology for 2yr storm event using Forms 4.2-3 through 4.2-5 and insert results below (Forms 4.2-3 through 4.2-5 may be replaced by computer software analysis based on the San Bernardino County Hydrology Manual) If "No," then proceed to Section 4.3 Project Conformance Analysis Condition
Runoff Volume (ft3)
Time of Concentration (min)
Peak Runoff (cfs)
1 Z,949
216.159
31.353*
Pre -developed
Form 4.2-31tem 12
Form 4.2-41tem 13
Form 4.2-51tem 10
4 39,500
5 9.58
6 6.318**
Post -developed
Form 4.2-31tem 13
Form 4.2-41tem 14
Form 4.2-51tem 14
.........................................
................................................................................................................................... 7 36,551
8 6.58
9 4.965
Difference
Item 4 — Item 1
Item 2 — Item 5
Item 6 — Item 3
Difference
101239.44%
1140.71%
12 367.0%
(as % of pre -developed)
Item 7/Item 1
Item 8/Item 2
Item 9/Item 3
*Peak runoff was calculated using CIVILCADD/CIVILDESIGN Rational Hydrology method and the calculations are attached to this report
**Post -development runoff was calculated using CIVILCADD/CIVILDESIGN routing software. Unit hydrograph was routed through the proposed biofiltration basin.
4-8
Water Quality Management Plan (WQMP)
Form 4.2-2 Summary of HCOC Assessment (DA 2)
Does project have the potential to cause or contribute to an HCOC in a downstream channel: Yes ® No ❑ Go to: http://permitrack.sbcounty.gov/wap/
If "Yes", then complete HCOC assessment of site hydrology for 2yr storm event using Forms 4.2-3 through 4.2-5 and insert results below (Forms 4.2-3 through 4.2-5 may be replaced by computer software analysis based on the San Bernardino County Hydrology Manual) If "No," then proceed to Section 4.3 Project Conformance Analysis Condition
Runoff Volume (ft3)
Time of Concentration (min)
Peak Runoff (cfs)
1 2, 635
214.80
31.079*
Pre -developed
Form 4.2-31tem 12
Form 4.2-41tem 13
Form 4.2-51tem 10
4 35,353
512.19
6 4.950**
Post -developed
Form 4.2-31tem 13
Form 4.2-41tem 14
Form 4.2-51tem 14
.........................................
................................................................................................................................... 7 32,718
8 2.61
9 3.871
Difference
Item 4 — Item 1
Item 2 — Item 5
Item 6 — Item 3
Difference
101241.7%
1117.65%
12 358.8%
(as % of pre -developed)
Item 7/Item 1
Item 8/Item 2
Item 9/Item 3
*Peak runoff was calculated using CIVILCADD/CIVILDESIGN Rational Hydrology method and the calculations are attached to this report
**Post -development runoff was calculated using CIVILCADD/CIVILDESIGN routing software. Unit hydrograph was routed through the proposed biofiltration basin.
4-9
Water Quality Management Plan (WQMP)
Form 4.2-3 HCOC Assessment for Runoff Volume (DA 1)
Weighted Curve Number
Determination for:
DA 1
DA 2
-
-
-
Pre -developed DA
la Land Cover type
Open Brush
Open Brush
2a Hydrologic Soil Group (HSG)
A
A
3a DMA Area, ft2 sum of areas of
407,989
253,323
DMA should equal area of DA
4a Curve Number (CN) use Items
1 and 2 to select the appropriate CN
46 46
from Appendix C-2 of the TGD for
WQMP
Weighted Curve Number
Determination for:
DA 1
DA 2
-
-
-
-
Post -developed DA
1b Land Cover type
Residential
Residential
2b Hydrologic Soil Group (HSG)
A
A
3b DMA Area, ft2 sum of areas of
407,989
253,323
DMA should equal area of DA
4b Curve Number (CN) use Items
5 and 6 to select the appropriate CN
70 70
from Appendix C-2 of the TGD for
WQMP
15 Pre -Developed area -weighted CN: 46
7 Pre -developed soil storage capacity, S (in): 11.74
9 Initial abstraction, la (in): 2.348
S = (1000 / Item 5) -10
to = 0.2 Item 7
8 Post -developed soil storage capacity, S (in): 4.31
10 Initial abstraction, la (in): 0.861
16 Post -Developed area -weighted CN: 70
S=(1000/Item6)-10
10=0.2*Item 8
11 Precipitation for 2 yr, 24 hr storm (in): 2.65
Go to: http://hdsc.nws.noaa.govlhdsclpfdslsalsca
Pfds.html
12 Pre -developed Volume (ft3): 418
Vp,e =(1 / 12) * (Item sum of Item 3) * ((Item 11— Item 9)A2 / ((Item 11— Item 9 + Item 7) 13 Post -developed Volume (ft3): 28,926
Vp,, =(1 /12) * (Item sum of Item 3) * ((Item 11 — Item 10)A2 /((Item 11— Item 10 + Item 8) 14 Volume Reduction needed to meet HCOC Requirement, (ft3): 27,062 VHcoc = (Item 13 * 0.95) — Item 12
4-10
Water Quality Management Plan (WQMP)
Form 4.2-4 HCOC Assessment for Time of Concentration (DA 1) Compute time of concentration for pre and post developed conditions for each DA (For projects using the Hydrology Manual complete the form below)
Pre -developed DA1
Post -developed DA1
Use additional forms if there are more than 4
Variables
DMA
Use additional forms if there are more than 4 DMA
DMA1
DMA2
DMA3
DMA4
DMA1
DMA2
DMA3
DMA4
1 Length of flowpath (ft) Use Form 3-2
896.69
732.95
675.73
693.51
750.19
754.64
Item 5 for pre -developed condition
2 26.10
18.88 16.66
17.35 19.21
18.23 Change in elevation (ft)
3 0.0291
0.0258
0.0247
0.0250
0.0256
0.0242
Slope (ft/ft), So =Item 2/Item 1
4 Grass
Grass
Residential
Residential
Residential
Residential
Land cover
5 Initial DMA Time of Concentration
16.159
15.276
16.660
10.706
10.997
11.152
(min) Appendix C-1 of the TGD for WQMP
6 n/a
n/a
n/a
n/a
n/a
n/a
Length of conveyance from DMA
outlet to project site outlet (ft)
May be zero if DMA outlet is at project
site outlet
7 n/a
n/a
n/a
n/a
n/a
n/a
Cross -sectional area of channel (ft')
8 n/a
n/a
n/a
n/a
n/a
n/a
Wetted perimeter of channel (ft)
9 0.015
0.015
0.015
0.015
0.015
0.015
Manning's roughness of channel (n)
10 Channel flow velocity (ft/sec)
n/a
n/a
n/a
n/a
n/a
n/a
Vfp, = (1.49/Item 9) * (Item 7/Item 8)"0.6'
* (Item 3)^11
11 Travel time to outlet (min)
n/a
n/a
n/a
n/a
n/a
n/a
Tt = Item 6/ (Item 10 * 60)
12 Total time of concentration (min)
16.16 15.28
16.66 10.71
11.00 11.15
T= Item 5 + Item 11
13 Pre -developed time of concentration (min): 15.28 Minimum of Item 12 pre -developed DMA 14 Post -developed time of concentration (min): 10.71 Minimum of Item 12 post -developed DMA 1s Additional time of concentration needed to meet HCOC requirement (min): 3.806 Tc-Hcoc = (Item 13 * 0.95) —Item 14 4-11
Water Quality Management Plan (WQMP)
Form 4.2-5 HCOC Assessment for Peak Runoff (DA 1)
Compute peak runoff for pre- and post -developed conditions Pre -developed DA to Project
Post -developed DA to Project Outlet (Use
Outlet (Use additional forms if
additional forms if more than 3 DMA)
Variables
more than 3 DMA)
DMA1
DMA2
DMA3
DMA
DMA2
DMA
DMA
1 Rainfall Intensity for storm duration equal to time of concentration
1.160
1.160
1.160
1.160
1.160
1.160
Ipnk = 1OA(LOG Form 4.2-1 Item 4 - 0.6 LOG Form 4.2-41tem 5/60) 2 Drainage Area of each DMA (Acres)
9.37 5.82
2.60 3.12
3.54 5.54
For DMA with outlet at project site outlet include upstream DMA (Using example schematic in Form 3-1, DMA A will include drainage from DMA Q 3 Ratio of pervious area to total area
100%
100%
39%
37%
46%
38%
For DMA with outlet at project site outlet include upstream DMA (Using example schematic in Form 3-1, DMA A will include drainage from DMA C) 4 Pervious area infiltration rate (in/hr)
1.62 1.62
1.62 1.62
1.62 1.62
Use pervious area CN and antecedent moisture condition with Appendix C-3 of the TGD for WQMP
5 Maximum loss rate (in/hr)
Fn = Item 3 * Item 4
1.62 1.62
0.640
0.606
0.751
0.619
Use area -weighted Fm from DMA with outlet at project site outlet include upstream DMA (Using example schematic in Form 3-1, DMA A will include 6 Peak Flow from DMA (cfs)
3.88 2.41
1.22 1.56
1.30 2.70
Qp =Item 2 * 0.9 * (Item 1 - Item 5)
DMA A
n/a
n/a
7 Time of concentration adjustment factor for other DMA DMA B
n/a
n/a
to site discharge point
DMA C
n/a
n/a
Form 4.2-4 Item 12 DMA/Other DMA upstream of site discharge point (If ratio is greater than 1.0, then use maximum value of 1.0) DMA D
n/a
8 Pre -developed Qp at T. for DMA A:
10 9 Pre -developed Q T� for DMA B: 2.41 Qp =Item 6OMAe + Item Pre -developed Qp at Tc for DMA C: n/a
3.88 Qp = Item 6DMAA + [Item 6DMAB * (Item
p a at
1DMAA - Item 5DMAB)/(Item 1DMAB - Item
6DMAA * (Item ZDMAB - Item 5DMAA)/(Item 1OMAA - Item 5DMAA)* Item 7DMAB/11 + Qp =Item 6OMAC+ (Item 6DMAA * (Item 1DMAC-
5DMAB)* Item 7DMAA/21 + (Item 6DMAc * (Item
(Item 6DMAc * (Item 1DMAB - Item 5OMAc)/(Item 1omm - Item 5DMAC)* Item Item 5DMAA)/(Item 1DMAA-Item 5DMAA)*Item
m SDMAC)/(Item 1 DMAC -Item
7DMAB/31
JDMAC/1) + [Item 6DMAB * (Item 1OMAC -Item
5DMAB)/(Item 1DMAB - Item 5DMAB) * Item 7DMAc/2j
em JDMAA/B)
runoff from pre developed condition confluence analysis (cfs): 3.88 Maximum of Item 8, 9, and 10 (including additional forms as needed) developed Qp at Tc for DMA A:
12 Post -developed Qp at TC for
13 Post -developed Qp at Tc for
13.1 Post -developed Qp at Tc for DMA D:
e as Item 8 for post -developed
Lvalues
DMA B: 1.556 Same as Item 9 for
DMA C: 1.30 Same as Item 10 for
2.70 Same as Item 10 for post -developed
post -developed values
post -developed values
values
runoff from post -developed condition confluence analysis(cfs): 2.70 Maximum of Item 11, 12, and 13 (including additionalforms as needed) runoff reduction needed to meet HCOC Requirement (cfs): -1.31 Qp_HCOC= (Item 14 *0.95)-Item 10 4-12
Water Quality Management Plan (WQMP)
4.3 Project Conformance Analysis
Complete the following forms for each project site DA to document that the proposed LID BMPs conform to the project DCV developed to meet performance criteria specified in the MS4 Permit (WQMP Template Section
4.2). For the LID DCV, the forms are ordered according to hierarchy of BMP selection as required by the MS4 Permit (see Section 5.3.1 in the TGD for WQMP). The forms compute the following for on -site LID BMP:
■ Site Design and Hydrologic Source Controls (Form 4.3-2) ■ Retention and Infiltration (Form 4.3-3)
■ Harvested and Use (Form 4.3-4) or
■ Biotreatment (Form 4.3-5)•
At the end of each form, additional fields facilitate the determination of the extent of mitigation provided by the specific BMP category, allowing for use of the next category of BMP in the hierarchy, if necessary.
The first step in the analysis, using Section 5.3.2.1 of the TGD for WQMP, is to complete Forms 4.3-1 and 4.3-3) to determine if retention and infiltration BMPs are infeasible for the project. For each feasibility criterion in Form 4.3-1, if the answer is "Yes," provide all study findings that includes relevant calculations, maps, data sources, etc. used to make the determination of infeasibility.
Next, complete Forms 4.3-2 and 4.3-4 to determine the feasibility of applicable HSC and harvest and use BMPs, and, if their implementation is feasible, the extent of mitigation of the DCV.
If no site constraints exist that would limit the type of BMP to be implemented in a DA, evaluate the use of combinations of LID BMPs, including all applicable HSC BMPs to maximize on -site retention of the DCV. If no combination of BMP can mitigate the entire DCV, implement the single BMP type, or combination of BMP types, that maximizes on -site retention of the DCV within the minimum effective area.
If the combination of LID HSC, retention and infiltration, and harvest and use BMPs are unable to mitigate the entire DCV, then biotreatment BMPs may be implemented by the project proponent. If biotreatment BMPs are used, then they must be sized to provide sufficient capacity for effective treatment of the remainder of the volume -based performance criteria that cannot be achieved with LID BMPs (TGD for WQMP Section 5.4.4.2)• Under no circumstances shall any portion of the DCV be released from the site without effective mitigation and/or treatment.
4-13
Water Quality Management Plan (WQMP)
Form 4.3-1 Infiltration BMP Feasibility (DA 1)
Feasibility Criterion — Complete evaluation for each DA on the Project Site 1 Would infiltration BMP pose significant risk for groundwater related concerns? Yes ❑ No Refer to Section 5.3.2.1 of the TGD for WQMP
If Yes, Provide basis: (attach)
z Would installation of infiltration BMP significantly increase the risk of geotechnical hazards? Yes ❑ No (Yes, if the answer to any of the following questions is yes, as established by a geotechnical expert):
• The location is less than 50 feet away from slopes steeper than 15 percent • The location is less than eight feet from building foundations or an alternative setback. • A study certified by a geotechnical professional or an available watershed study determines that stormwater infiltration would result in significantly increased risks of geotechnical hazards.
If Yes, Provide basis: (attach)
3 Would infiltration of runoff on a Project site violate downstream water rights? Yes ❑ No If Yes, Provide basis: (attach)
° Is proposed infiltration facility located on hydrologic soil group (HSG) D soils or does the site geotechnical investigation indicate presence of soil characteristics, which support categorization as D soils? Yes ❑ No If Yes, Provide basis: (attach)
S Is the design infiltration rate, after accounting for safety factor of 2.0, below proposed facility less than 0.3 in/hr (accounting for soil amendments)? Yes ❑ No
If Yes, Provide basis: (attach)
6 Would on -site infiltration or reduction of runoff over pre -developed conditions be partially or fully inconsistent with watershed management strategies as defined in the WAP, or impair beneficial uses? Yes ❑ No See Section 3.5 of the TGD for WQMP and WAP
If Yes, Provide basis: (attach)
Any answer from Item 1 through Item 3 is "Yes": Yes ❑ No If yes, infiltration of any volume is not feasible onsite. Proceed to Form 4.3-4, Harvest and Use BMP. If no, then proceed to Item 8 below.
8 Any answer from Item 4 through Item 6 is "Yes": Yes ❑ No If yes, infiltration is permissible but is not required to be considered. Proceed to Form 4.3-2, Hydrologic Source Control BMP.
If no, then proceed to Item 9, below.
e All answers to Item 1 through Item 6 are "No":
Infiltration of the full DCV is potentially feasible, LID infiltration BMP must be designed to infiltrate the full DCV to the MEP.
Proceed to Form 4.3-2, Hydrologic Source Control BMP.
4-14
Water Quality Management Plan (WQMP)
4.3.1 Site Design Hydrologic Source Control BMP
Section XI.E. of the Permit emphasizes the use of LID preventative measures; and the use of LID HSC BMPs reduces the portion of the DCV that must be addressed in downstream BMPs. Therefore, all applicable HSC shall be provided except where they are mutually exclusive with each other, or with other BMPs. Mutual exclusivity may result from overlapping BMP footprints such that either would be potentially feasible by itself, but both could not be implemented. Please note that while there are no numeric standards regarding the use of HSC, if a project cannot feasibly meet BMP sizing requirements or cannot fully address HCOCs, feasibility of all applicable HSC must be part of demonstrating that the BMP system has been designed to retain the maximum feasible portion of the DCV. Complete Form 4.3-2 to identify and calculate estimated retention volume from implementing site design HSC BMP. Refer to Section 5.4.1 in the TGD for more detailed guidance.
Form 4.3-2 Site Design Hydrologic Source Control BMPs (DA 1) 1 Implementation of Impervious Area Dispersion BMP (i.e.
DA DMA
routing runoff from impervious to pervious areas), excluding DA DMA
DA DMA
BMP Type
impervious areas planned for routing to on -lot infiltration BMP Type
BMP Type
(Use additional forms
BMP: Yes ❑ No ® If yes, complete Items 2-5; If no,
for more BMPs)
proceed to Item 6
2 Total impervious area draining to pervious area (ftz) 3 Ratio of pervious area receiving runoff to impervious area 4 Retention volume achieved from impervious area
dispersion (ft3) V =1tem2 * Item 3 * (0.5112), assuming retention of 0.5 inches of runoff
5 Sum of retention volume achieved from impervious area dispersion (ft3): Vretentinn =Sum of Item 4 for all BMPs ............................................
........ ................ ............... .................. W6 Implementation of Localized On -lot Infiltration BMPs (e.g. DA DMA on -lot rain gardens): Yes ❑ No ® If yes, complete Items 7- DA DMA DA DMA BMP Type 13 for aggregate of all on -lot infiltration BMP in each DA; If no, BMP Type BMP Type (Use additional forms proceed to Item 14 for more BMPs)
7 Ponding surface area (ft2)
8 Ponding depth (ft)
9 Surface area of amended soil/gravel (ftz)
10 Average depth of amended soil/gravel (ft)
11 Average porosity of amended soil/gravel
12 Retention volume achieved from on -lot infiltration (ft3) V,etenuon = (Item 7 *Item 8) + (Item 9 * Item 10 * Item 11) 13 Runoff volume retention from on -lot infiltration (ft3): n/a Vre,e Lion =Sum of Item 12 for all BMPs 4-15
Water Quality Management Plan (WQMP)
Form 4.3-2 Site Design Hydrologic Source Control BMPs (DA 1) Form 4.3-2 cont. Site Design Hydrologic Source Control BMPs (DA 1) 14 Implementation of evapotranspiration BMP (green,
DA DMA
DA DMA
DA DMA
BMP Type
brown, or blue roofs): Yes ❑ No ®
BMP Type
BMP Type
(Use additional forms
If yes, complete Items 15-20. If no, proceed to Item 21 for more BMPs)
15 Rooftop area planned for ET BMP (ftz)
16 Average wet season ET demand (in/day)
Use local values, typical - 0.1
17 Daily ET demand (ft3/day)
Item 15 * (Item 16/12)
18 Drawdown time (hrs)
Copy Item 6 in Form 4.2-1
19 Retention Volume (ft3)
Vretention = Item 17 * (Item 18/24)
20 Runoff volume retention from evapotranspiration BMPs (ft3): Vretention =Sum of Item 19 for all BMPs ........................................................................................................... ................. ....... ..........................
DA DMA
21 Implementation of Street Trees: Yes ❑ No ® DA DMA DA DMA BMP Type If yes, complete Items 22-25. If no, proceed to Item 26 BMP Type BMP Type (Use additional forms for more BMPs)
22 Number of Street Trees
23 Average canopy cover over impervious area (ft2)
24 Runoff volume retention from street trees (ft3)
Vretention = Item 22 * Item 23 * (0.05/12) assume runoff retention of
0.05 inches
25 Runoff volume retention from street tree BMPs (ft3): Vretenton = Sum of Item 24 for all BMPs ........................................................................................................... .................. ...... ..........................
DA DMA
26 Implementation of residential rain barrel/cisterns: Yes❑ DA DMA DA DMA BMP Type No ® If yes, complete Items 27-29; If no, proceed to Item 30 BMP Type BMP Type (Use additional forms for more BMPs)
27 Number of rain barrels/cisterns
28 Runoff volume retention from rain barrels/cisterns (ft3) Vretention = Item 27 * 3
29 Runoff volume retention from residential rain barrels/Cisterns (ft3): Vretention =Sum of Item 28 for all BMPs ............................................................................................................................................................... . 30 Total Retention Volume from Site Design Hydrologic Source Control BMPs: n/a Sum of Items 5, 13, 20, 25 and 29 4-16
Water Quality Management Plan (WQMP)
4.3.2 Infiltration BMPs
Use Form 4.3-3 to compute on -site retention of runoff from proposed retention and infiltration BMPs. Volume retention estimates are sensitive to the percolation rate used, which determines the amount of runoff that can be infiltrated within the specified drawdown time. The infiltration safety factor reduces field measured percolation to account for potential inaccuracy associated with field measurements, declining BMP performance over time, and compaction during construction. Appendix D of the TGD for WQMP provides guidance on estimating an appropriate safety factor to use in Form 4.3-3• If site constraints limit the use of BMPs to a single type and implementation of retention and infiltration BMPs mitigate no more than 40% of the DCV, then they are considered infeasible and the Project Proponent may evaluate the effectiveness of BMPs lower in the LID hierarchy of use (Section 5.5.1 of the TGD for WQMP) If implementation of infiltrations BMPs is feasible as determined using Form 4.3-1, then LID infiltration BMPs shall be implemented to the MEP (section 4.1 of the TGD for WQMP). 4-17
Water Quality Management Plan (WQMP)
Form 4.3-3 Infiltration LID BMP - including underground BMPs (DA 1) 1 Remaining LID DCV not met by site design HSC BMP (ft3): 32,864 Vun,ner = Form 4.2-1 Item 7- Form 4.3-21tem 30 DA DMA
BMP Type Use columns to the right to compute runoff volume retention DA 1 DMA 3
DA 2 DMA 4
BMP Type
from proposed infiltration BMP (select BMPfrom Table 5-4 in TGDfor BMP Type
BMP Type
(Use additional forms
WQMP)- Use additional forms for more BMPs
Infiltration Basin
Infiltration Basin
for more BMPs)
2 Infiltration rate of underlying soils (in/hr) See Section 5.4.2 and
4.86 4.86
Appendix D of the TGD for WQMP for minimum requirements for assessment methods
3 Infiltration safety factor See TGD Section 5.4.2 and Appendix D 3 3
4 Design percolation rate (in/hr) Piesign=1tem2/Item3
1.62 1.62
5 Ponded water drawdown time (hr) Copy Item 6 in Form 4.2-1 48 48
6 Maximum ponding depth (ft) BMP specific, see Table 5-4 of the TGD 2 2
for WQMP for BMP design details
7 Ponding Depth (ft) dBmp = Minimum of (1/12*Item 4*Item 5) or Item 6 2 2
8 Infiltrating surface area, SABMP (ft2) the lesser of the area needed for 7,805
8,112
infiltration of full DCV or minimum space requirements from Table 5.7 of the TGD for WQMP
9 Amended soil depth, dmedia (ft) Only included in certain BMP types, 0 0
see Table 5-4 in the TGD for WQMP for reference to BMP design details 10 Amended soil porosity
0 0
11 Gravel depth, dmedia (ft) Only included in certain BMP types, see 3 3
Table 5-4 of the TGD for WQMP for BMP design details
12 Gravel porosity
0.4 0.4
13 Duration of storm as basin is filling (hrs) Typical -3hrs 3 3
......................................................... 14 Above Ground Retention Volume (ft3) Vrerenr,an = Item 8 * [Item 7+ ...............
28,137
....................................
29,244
(Item 9 * Item 10) + (Item 11 * Item 12)+ (Item 13 * (Item 4 /12))] 15 Underground Retention Volume (ft3) Volume determined using manufacturer's specifications and calculations
16 Total Retention Volume from LID Infiltration BMPs: 57,381 (Sum of Items 14 and 15 for all infiltration BMP included in plan) ............................................................................................................... 17 Fraction of DCV achieved with infiltration BMP: 174.60% Retention%= Item 16/Form 4.2-1 Item 7 18 Is full LID DCV retained onsite with combination of hydrologic source control and LID retention/infiltration BMPs? Yes ® No ❑ If yes, demonstrate conformance using Form 4.3-10; If no, then reduce Item 3, Factor of Safety to 2.0 and increase Item 8, Infiltrating Surface Area, such that the portion of the site area used for retention and infiltration BMPs equals or exceeds the minimum effective area thresholds (Table 5-7 of the TGD for WQMP) for the applicable category of development and repeat all above calculations. 4-18
Water Quality Management Plan (WQMP)
4.3.3 Harvest and Use BMP
Harvest and use BMP may be considered if the full LID DCV cannot be met by maximizing infiltration BMPs.
Use Form 4.3-4 to compute on -site retention of runoff from proposed harvest and use BMPs.
Volume retention estimates for harvest and use BMPs are sensitive to the on -site demand for captured stormwater. Since irrigation water demand is low in the wet season, when most rainfall events occur in San Bernardino County, the volume of water that can be used within a specified drawdown period is relatively low.
The bottom portion of Form 4.3-4 facilitates the necessary computations to show infeasibility if a minimum incremental benefit of 40 percent of the LID DCV would not be achievable with MEP implementation of on -site harvest and use of stormwater (Section 5.5.4 of the TGD for WQMP).
Form 4.3-4 Harvest and Use BMPs (DA 1) B91
1 Remaining LID DCV not met by site design HSC or infiltration BMP (ft3): n/a Vun , = Form 4.2-1 Item 7 - Form 4.3-21tem 30 — Form 4.3-31tem 16 DA DMA
BMP Type(s) Compute runoff volume retention from proposed DA DMA
DA DMA
BMP Type
harvest and use BMP (Select BMPs from Table 5-4 of the TGD for BMP Type
BMP Type
(Use additional forms
WQMP) - Use additional forms for more BMPs
for more BMPs)
2 Describe cistern or runoff detention facility
3 Storage volume for proposed detention type (ft3) Volume of cistern
4 Landscaped area planned for use of harvested stormwater (ft')
5 Average wet season daily irrigation demand (in/day)
Use local values, typical — 0.1 in/day
6 Daily water demand (ft3/day) Item 4 * (Item 5112)
7 Drawdown time (hrs) Copy Item 6 from Form 4.2-1
8Retention Volume (ft3)
Vre.nti n = Minimum of (Item 3) or (Item 6 * (Item 7/24)) 9 Total Retention Volume (ft3) from Harvest and Use BMPn/a Sum of Item 8 for all harvest and use BMP included in plan .......................................................................................................... 10 Is the full DCV retained with a combination of LID HSC, retention and infiltration, and harvest & use BMPs? Yes ® No ❑ If yes, demonstrate conformance using Form 4.3-10. If no, then re-evaluate combinations of all LID BMP and optimize their implementation such that the maximum portion of the DCV is retained on -site (using a single BMP type or combination of BMP types). If the full DCV cannot be mitigated after this optimization process, proceed to Section 4.3.4. 4-19
Water Quality Management Plan (WQMP)
4.3.4 Biotreatment BMP
Biotreatment BMPs may be considered if the full LID DCV cannot be met by maximizing retention and infiltration, and harvest and use BMPs. A key consideration when using biotreatment BMP is the effectiveness of the proposed BMP in addressing the pollutants of concern for the project (see Table 5-5 of the TGD for WQMP).
Use Form 4.3-5 to summarize the potential for volume based and/or flow based biotreatment options to biotreat the remaining unmet LID DCV w. Biotreatment computations are included as follows:
• Use Form 4.3-6 to compute biotreatment in small volume based biotreatment BMP (e.g. bioretention w/underdrains); • Use Form 4.3-7 to compute biotreatment in large volume based biotreatment BMP (e.g. constructed wetlands); • Use Form 4.3-8 to compute sizing criteria for flow -based biotreatment BMP (e.g. bioswales) Form 4.3-5 Selection and Evaluation of Biotreatment BMP (DA 1) 1 Remaining LID DCV not met by site design HSC,
List pollutants of concern Copyfrom Form 2.3-1.
infiltration, or harvest and use BMP for potential
Pathogens, Nutrients, Sediment, Metals, Oil & Grease, Trash & Debris, biotreatment (ft3)• Form 4.2-1 Item 7- Form 4.3-2
Pesticides/ Herbicides, Organic Compounds.
Item 30 — Form 4.3-31tem 16- Form 4.3-41tem 9
Volume -based biotreatment
Flow -based biotreatment
2 Biotreatment BMP Selected
Use Forms 4.3-6 and 4.3-7 to compute treated volume
Use Form 4.3-8 to compute treated volume
(Select biotreatment BMP(s)
❑ Bioretention with underdrain
necessary to ensure all pollutants of
❑ Planter box with underdrain
❑ Vegetated swale
concern are addressed through Unit
❑ Constructed wetlands
❑Vegetated filter strip
Operations and Processes, described
❑Wet extended detention
❑ Proprietary biotreatment
in Table s-Softhe TGDforWQMP)
❑ Dry extended detention
3 Volume biotreated in volume based
4 Compute remaining LID DCV with
5 Remaining fraction of LID DCV for
biotreatment BMP (ft3): Form 4.3-
implementation of volume based biotreatment
sizing flow based biotreatment BMP:
61tem 15 + Form 4.3-71tem 13
BMP (ft3): Item 1— Item 3
% Item 4 / Item 1
6 Flow -based biotreatment BMP capacity provided (cfs): Use Figure 5-2 of the TGD for WQMP to determine flow capacity required to provide biotreatment of remaining percentage of unmet LID DCV (Item 5), for the project's precipitation zone (Form 3-I Item 1) ............................................................................................................... 7 Metrics for MEP determination:
Provided a WQMP with the portion of site area used for suite of LID BMP equal to minimum thresholds in Table 5-7 of the TGD for WQMP for the proposed category of development: ❑ If maximized on -site retention BMPs is feasible for partial capture, then LID BMP implementation must be optimized to retain and infiltrate the maximum portion of the DCV possible within the prescribed minimum effective area. The remaining portion of the DCV shall then be mitigated using biotreatment BMP. 4-20
Water Quality Management Plan (WQMP)
Form 4.3-6 Volume Based Biotreatment (DA 1) —
Bioretention and Planter Boxes with Underdrains
DA DMA
Biotreatment BMP Type
DA DMA
DA DMA
BMP Type
(Bioretention w/underdrain, planter box w/underdrain, other comparable (Use additional
BMP)
BMP Type
BMP Type
forms for more
BMPs)
Pathogens: M
Pathogens: M
Metals: H
Metals: H
Nitrogen: M
Nitrogen: M
1 Pollutants addressed with BMP List all pollutant of concern that will Phosphorus: M
Phosphorus: M
be effectively reduced through specific Unit Operations and Processes Sediment: H
Sediment: H
described in Table 5-5 of the TGD for WQMP
Organics: M
Organics: M
Pesticides: M
Pesticides: M
Trash/Debris: H
Trash/Debris: H
Oil & Grease: H
Oil & Grease: H
2 Amended soil infiltration rate Typical -5.0
3 Amended soil infiltration safety factor Typical -2.0
4 Amended soil design percolation rate (in/hr) Pdes;9n = Item 2/Item 3 5 Ponded water drawdown time (hr) Copy Item 6 from Form 4.2-1 6 Maximum ponding depth (ft) see Table 5-6 of the TGD for WQMPfor reference to BMP design details
7 Ponding Depth (ft) derwp = Minimum of (1112 * Item 4 * Item 5) or Item 6 8 Amended soil surface area (ft2)
9 Amended soil depth (ft) see Table 5-6 of the TGD for WQMP for reference to BMP design details
10 Amended soil porosity, n
11 Gravel depth (ft) see Table 5-6 of the TGD for WQMP for reference to BMP design details
12 Gravel porosity, n
13 Duration of storm as basin is filling (hrs) Typical -3hrs 14 Biotreated Volume (ft3) Kiotreated = Item 8 * ((Item 712) + (Item 9 Item 10) +(Item 11 * Item 12)+ (Item 13 * (Item 4 /12))] 1s Total biotreated volume from bioretention and/or planter box with underdrains BMP: n/a Sum of Item 14 for all volume -based BMPs included in this form 4-21
Water Quality Management Plan (WQMP)
Form 4.3-7 Volume Based Biotreatment (DA 1) —
Constructed Wetlands and Extended Detention
DA DMA
Biotreatment BMP Type
DA DMA
BMP Type
Constructed wetlands, extended wet detention, extended dry detention, BMP Type
(Use additional forms
or other comparable proprietary BMP. If BMP includes multiple modules for more BMPs)
(e.g. forebay and main basin), provide separate estimates for storage Forebay
Basin
Forebay
Basin
and pollutants treated in each module.
1 Pollutants addressed with BMP forebay and basin
List all pollutant of concern that will be effectively reduced through specific Unit Operations and Processes described in Table 5-5 of the TGD for WQMP
2 Bottom width (ft)
3 Bottom length (ft)
4 Bottom area (ft2) Abott— = Item 2 * Item 3
5 Side slope (ft/ft)
6 Depth of storage (ft)
7 Water surface area (ft2)
A—f— =(Item 2 + (2 * Item 5 * Item 6)) * (Item 3 + (2 * Item 5 * Item 6)) 8 Storage volume (ft3) For BMP with a forebay, ensure fraction of total storage is within ranges specified in BMP specific fact sheets, see Table 5-6 of the TGD for WQMP for reference to BMP design details V =1 tem 613 * [Item 4 + Item 7 + (Item 4 * Item 7)A0.5] 9 Drawdown Time (hrs) Copy Item 6 from Form 2.1
10 Outflow rate (cfs) QBMP = (Item Sf,¢bay + Item Sbo,M)/ (Item 9 * 3600) 11 Duration of design storm event (hrs)
12 Biotreated Volume (ft3)
Vbot—tea = (Item 8f,ebay + Item Sbasin) +( Item 10 * Item 11 * 3600) 13 Total biotreated volume from constructed wetlands, extended dry detention, or extended wet detention : n/a (Sum of Item 12 for all BMP included in plan)
4-22
Water Quality Management Plan (WQMP)
Form 4.3-8 Flow Based Biotreatment (DA 1)
DA DMA
Biotreatment BMP Type
DA DMA
DA DMA
BMP Type
Vegetated Swale, vegetated filter strip, or other comparable proprietary BMP Type
BMP Type
(Use additional forms
BMP
for more BMPs)
1 Pollutants addressed with BMP
List all pollutant of concern that will be effectively reduced through specific Unit Operations and Processes described in TGD Table 5-5 2 Flow depth for water quality treatment (ft)
BMP specific, see Table 5-6 of the TGD for WQMP for reference to BMP design details
3 Bed slope (ft/ft)
BMP specific, see Table 5-6 of the TGD for WQMP for reference to BMP design details
4 Manning's roughness coefficient
5 Bottom width (ft)
bw = (Form 4.3-5 Item 6 * Item 4) / (1.49 * Item 2^1.6' * Item 3^0.5) 6 Side Slope (ft/ft)
BMP specific, see Table 5-6 of the TGD for WQMP for reference to BMP design details
7 Cross sectional area (ft')
A = (Item 5 * Item 2) + (Item 6 * Item 2"2)
8 Water quality flow velocity (ft/sec)
V = Form 4.3-5 Item 6/Item 7
9 Hydraulic residence time (min)
Pollutant specific, see Table 5-6 of the TGD for WQMP for reference to BMP design details
10 Length of flow based BMP (ft)
L = Item 8 * Item 9 * 60
11 Water surface area at water quality flow depth (ftz) SA,op = (Item 5 + (2 * Item 2 * Item 6)) * Item 10
4-23
Water Quality Management Plan (WQMP)
4.3.5 Conformance Summary
Complete Form 4.3-9 to demonstrate how on -site LID DCV is met with proposed site design hydrologic source control, infiltration, harvest and use, and/or biotreatment BMP. The bottom line of the form is used to describe the basis for infeasibility determination for on -site LID BMP to achieve full LID DCV, and provides methods for computing remaining volume to be addressed in an alternative compliance plan. If the project has more than one outlet, then complete additional versions of this form for each outlet.
Form 4.3-9 Conformance Summary and Alternative
Compliance Volume Estimate (DA 1)
1 Total LID DCV for the Project DA-1 & 2 (ft3): 32,864 Copy Item Tin Form 4.2-1 2 On -site retention with site design hydrologic source control LID BMP (ft3): n/a Copy Item 30 in Form 4.3-2 3 On -site retention with LID infiltration BMP (ft3): 57,381 Copy Item 16 in Form 4.3-3 4 On -site retention with LID harvest and use BMP (ft3): n/a Copy Item 9 in Form 4.3-4 5 On -site biotreatment with volume based biotreatment BMP (ft3): n/a Copy Item 3 in Form 4.3-5 6 Flow capacity provided by flow based biotreatment BMP (cfs): n/a Copy Item 6 in Form 4.3-5 .......................................................................................................................................................... . 7 LID BMP performance criteria are achieved if answer to any of the following is "Yes":
• Full retention of LID DCV with site design HSC, infiltration, or harvest and use BMP: Yes ® No ❑ If yes, sum of Items 2, 3, and 4 is greater than Item 1 • Combination of on -site retention BMPs for a portion of the LID DCV and volume -based biotreatment BMP that address all pollutants of concern for the remaining LID DCV: Yes ❑ No ❑ If yes, a) sum of Items 2, 3, 4, and 5 is greater than Item 1, and Items 2, 3 and 4 are maximized; or b) Item 6 is greater than Form
4.3--5 Item 6 and Items 2, 3 and 4 are maximized
■ On -site retention and infiltration is determined to be infeasible and biotreatment BMP provide biotreatment for all pollutants of concern for full LID DCV: Yes ❑ No ❑
If yes, Form 4.3-1 Items 7 and 8 were both checked yes
8 If the LID DCV is not achieved by any of these means, then the project may be allowed to develop an alternative compliance plan. Check box that describes the scenario which caused the need for alternative compliance:
• Combination of HSC, retention and infiltration, harvest and use, and biotreatment BMPs provide less than full LID DCV capture: ❑
Checked yes for Form 4.3-5 Item 7, Item 6 is zero, and sum of Items 2, 3, 4, and 5 is less than Item 1. If so, apply water quality credits and calculate volume for alternative compliance, Voit = (Item 1 — Item 2 — Item 3 — Item 4 — Item 5) * (100 - Form 2.4-1 Item 2)% • An approved Watershed Action Plan (WAP) demonstrates that water quality and hydrologic impacts of urbanization are more effective when managed in at an off -site facility: ❑ Attach appropriate WAP section, including technical documentation, showing effectiveness comparisons for the project site and regional watershed
4-24
Water Quality Management Plan (WQMP)
4.3.6 Hydromodification Control BMP
Use Form 4.3-10 to compute the remaining runoff volume retention, after LID BMP are implemented, needed to address HCOC, and the increase in time of concentration and decrease in peak runoff necessary to meet targets for protection of waterbodies with a potential HCOC. Describe hydromodification control BMP that address HCOC, which may include off -site BMP and/or in -stream controls. Section 5.6 of the TGD for WQMP provides additional details on selection and evaluation of hydromodification control BMP.
Form 4.3-10 Hydromodification Control BMPs (DA 1)
1 Volume reduction needed for HCOC
2 On -site retention with site design hydrologic source control, infiltration, and performance criteria (ft3):
harvest and use LID BMP (ft3): Sum of Form 4.3-9 Items 2, 3, and 4 Evaluate (Form 4.2-2 Item 4 * 0.95) —Form 4.2-21tem 1
option to increase implementation of on -site retention in Forms 4.3-2, 4.3-3, and 4.3-4 in excess of LID DCV toward achieving HCOC volume reduction 3 4 Volume capture provided by incorporating additional on -site or off -site retention BMPs Remaining volume for HCOC
(ft3): Existing downstream BMP may be used to demonstrate additional volume capture (if volume capture (ft3): 0 Item 1 —Item 2
so, attach to this WQMP a hydrologic analysis showing how the additional volume would be retained during a 2-yr storm event for the regional watershed)
5 If Item 4 is less than Item 3, incorporate in -stream controls on downstream waterbody segment to prevent impacts due to hydromodification ❑ Attach in -stream control BMP selection and evaluation to this WQMP 6 Is Form 4.2-2 Item 11 less than or equal to 5%: Yes ❑ No If yes, HCOC performance criteria is achieved. If no, select one or more mitigation options below:
• Demonstrate increase in time of concentration achieved by proposed LID site design, LID BMP, and additional on -site or off -site retention BMP
BMP upstream of a waterbody segment with a potential HCOC may be used to demonstrate increased time of concentration through hydrograph attenuation (if so, show that the hydraulic residence time provided in BMP for a 2-year storm event is equal or greater than the addition time of concentration requirement in Form 4.2-4 Item 15) • Increase time of concentration by preserving pre -developed flow path and/or increase travel time by reducing slope and increasing cross -sectional area and roughness for proposed on -site conveyance facilities ❑ • Incorporate appropriate in -stream controls for downstream waterbody segment to prevent impacts due to hydromodification, in a plan approved and signed by a licensed engineer in the State of California ❑ 7 Form 4.2-2 Item 12 less than or equal to 5%: Yes ® No ❑ If yes, HCOC performance criteria is achieved. If no, select one or more mitigation options below:
• Demonstrate reduction in peak runoff achieved by proposed LID site design, LID BMPs, and additional on -site or off -site retention BMPs ❑
BMPs upstream of a waterbody segment with a potential HCOC may be used to demonstrate additional peak runoff reduction through hydrograph attenuation (if so, attach to this WQMP, a hydrograph analysis showing how the peak runoff would be reduced during a 2-yr storm event)
• Incorporate appropriate in -stream controls for downstream waterbody segment to prevent impacts due to hydromodification, in a plan approved and signed by a licensed engineer in the State of California ❑ 4-25
Water Quality Management Plan (WQMP)
4.4 Alternative Compliance Plan (if applicable)
Describe an alternative compliance plan (if applicable) for projects not fully able to infiltrate, harvest and use, or biotreat the DCV via on -site LID practices. A project proponent must develop an alternative compliance plan to address the remainder of the LID DCV. Depending on project type some projects may qualify for water quality credits that can be applied to reduce the DCV that must be treated prior to development of an alternative compliance plan (see Form 2.4-1, Water Quality Credits). Form 4.3-9 Item 8 includes instructions on how to apply water quality credits when computing the DCV that must be met through alternative compliance.
Alternative compliance plans may include one or more of the following elements:
• On -site structural treatment control BMP - All treatment control BMP should be located as close to possible to the pollutant sources and should not be located within receiving waters; • Off -site structural treatment control BMP - Pollutant removal should occur prior to discharge of runoff to receiving waters;
• Urban runoff fund or In -lieu program, if available
Depending upon the proposed alternative compliance plan, approval by the executive officer may or may not be required (see Section 6 of the TGD for WQMP).
4-26
Water Quality Management Plan (WQMP)
Section 5 Inspection and Maintenance Responsibility
for Post Construction BMP
All BMP included as part of the project WQMP are required to be maintained through regular scheduled inspection and maintenance (refer to Section 8, Post Construction BMP Requirements, in the TGD for WQMP).
Fully complete Form 5-1 summarizing all BMP included in the WQMP. Attach additional forms as needed. The WQMP shall also include a detailed Operation and Maintenance Plan for all BMP and may require a Maintenance Agreement (consult the jurisdiction's LIP). If a Maintenance Agreement is required, it must also be attached to the WQMP.
Form 5-1 BMP Inspection and Maintenance
or
(use additional forms as necessary)
BMP
Reponsible Party(s)
Inspection/ Maintenance
Minimum Frequency
Activities Required
of Activities
Ni:
Project Owner or
Provide literature including, but not limited to,
Education
Owner's
the materials attached in Appendix A of this
Once, upon
of
report to Property Owner(s) upon purchase of
purchase of unit
Representative
property
unit
Na:
Pesticides and herbicides shall be applied in
Activity
Home Owner
accordance with the California Department of
As needed
Restrictio
Pesticides requirements. Must be performed by a
ns
state certified applicator.
Landscape management including, but not
As needed to
N3:
limited to, mowing of lawns, pruning of
achieve the goals
Landscape
Home Owner
vegetation, removal of invasive plant species,
outlined in the
managem
shall be provided int perpetuity. See attached SC-
attached SC-73
ent BMPS
73 protocol information obtained from the
protocol
California Stormwater BMP Handbook.
BMP maintenance shall be performed in
accordance with Section 5 of this report, the
N4. BMP
Operations and Maintenance Plan in the
Every 6 months or
maintena
City
Appendix of this report, or the currently
after heavy rains
nce
accepted Maintenance Procedures at the time of
maintenance
ch
F
City
City shall inspect regularly for obstructions or
Every 6 months or
debris in the basins
after heavy rains
5-1
Water Quality Management Plan (WQMP)
N17:
Projects disturbing greater than one (1) acre are
Comply
Project Owner or
required to implement a Storm Water Pollution
with other
Owner's
Prevention Plan during construction to control
As needed during
applicable
Representative
stormwater and non-stormwater discharges from
construction
NPDES
the site, in conjunction with providing erosion
permits
control to prevent sediment from leaving the site
Si: Storm
City to inspect stenciling and signage is still
drain
City
visible
Yearly
stenciling
S3: Trash
Homeowner to inspect trash bins to ensure lids
and waste
Homeowner
work correctly
yearly
storage
S4:
Efficient
Homeowner
Homeowner to inspect irrigation to ensure all
Every 6 months
irrigation
irrigation heads work properly
system
S5
Landscape
Homeowner to inspect and maintain separation
areas below
Homeowner
between landscape and hardscape to allow for
Every 6 months
hardscape
infiltration
S6: Slopes
and
City
City to inspect and maintain vegetation on
Every 6 months
channels
slopes of infiltration basin to void erosion
SD-io
TC-ii:
InfC-n:io
City
Inspect and clean out debris and sediment in
Quarterly
n basin
forebay and bottom of basin
5-2
Section 6 WQMP Attachments
6.1. Site Plan and Drainage Plan
Include a site plan and drainage plan sheet set containing the following minimum information:
■ Project location
■ Site boundary
■ Land uses and land covers, as applicable
■ Suitability/feasibility constraints
■ Structural Source Control BMP locations
■ Site Design Hydrologic Source Control BMP locations
■ LID BMP details
■ Drainage delineations and flow information
■ Drainage connections
6.2 Electronic Data Submittal
Minimum requirements include submittal of PDF exhibits in addition to hard copies. Format must not require specialized software to open. If the local jurisdiction requires specialized electronic document formats (as described in their local Local Implementation Plan), this section will describe the contents (e.g., layering, nomenclature, geo-referencing, etc.) of these documents so that they may be interpreted efficiently and accurately.
6.3 Post Construction
Attach all O&M Plans and Maintenance Agreements for BMP to the WQMP.
6.4 Other Supporting Documentation
• BMP Educational Materials
• Activity Restriction - C, C&R's & Lease Agreements
6-1
Appendix A - Vicinity Map
6-2
AVE. D
PROJECT LOCATION
AVE. E
¢ KENTUCKY
5T
1�
VICINITY MAP
N.T.S.
Appendix B - WQMP Site Plan
6-3
►M
WY
DNC
no
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0 z
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v
yNV-0,!�-1
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. 107.30' X
---------- - - - - --
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UNIT 3 UNIT 4 UNIT 11 UNIT 12 UNIT 19 UNIT 20 UNIT 27 � UNIT 28 WW.. WW..u.. Ww...W .W.. WW.. W..Ww. ..�.. WW ... w...WW W.. W.. ......
U
UNIT UNIT /
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a 4
UNIT 7 UNIT 8 UNIT 15 UNIT 16 UNIT 23 UNIT 24 -` UNIT �31 UNIT 32 3 '; _
�: o
w w w w w w w w w w w vv77
Is
s
os
0 �r �
� N/T
UNIT 10 UNIT 101 UNIT 103 UNIT 104 W UNIT 109 UNIT 110 :. UNIT 11 UNIT a6"5 :I UNIT Il+ UNIT 38 UNIT -� 121 120 118 4� UNIT
6° D o �•
42 U
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UNIT 10 UNIT 99 UNIT 105 UNIT 106 ` ' UNIT 111 UNIT 112 UNIT 11 p - DMA-4 .....
UNIT 98 UNIT 97 UNIT 107 UNIT 108 .. :UNIT 113 UNIT 114 UNIT .11 "So
5.82 45 �N,T
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�_s 4. ........ .. ...
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UNIT 96 UNIT 95 UNIT 128 -El �W
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co_124
s"
-�
= 3. 1 4 UNIT UNIT a
UNIT 94 '- �� UNIT 93 UNIT 127 ' ' `f 122 i 119 °
+�'...... - ... W ..... ..... N
W `.W.'.'........ .W W.
o ,` L `. UNIT 125 UNIT 12 �� o
UNIT 92 _ W — — — w — w -allAf
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w w w w 48
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'....� SS ° ss SS 71 Ss .. SKIT
UNIT 86 UNIT 87 UNIT 76 UNIT 77 :W p ��`-` W. WLL - W:W WWW �\ z
- p UNIT 66 ;;# 3' 3 3; 3 UNIT 67 UNIT 53 UN/T . .
W UNIT 88 UNIT 78 UNIT 79 y = = --W ... ± ... _
�� _ -� 60
Cn
\\ W%' W UNIT 68 UNIT 69 UNIT 54 ^� .�.' 62 UNI
WWW W _=....... W.' W.. .
BIORETENTION BASIN 1 \
4 AREA = 7,805 SF =_
.'
UNIT 89 '.' '. .UNIT 80 UNIT 81 ` ' ` = ` ' o
s �.
LLI
VPROPOSED — 28,137 CFQY COD
BOTTOM = 2106.00
• m - - - - - - - � - - - - � UNIT 7 UNIT 90 WW .
.. .. 0 1 z- W�. I�J 15 �I
�S
1 DMA-3 \ o S
W W UNIT 90 UNIT 82 UNIT 83 3.57
E
W _ _ .. .
UNIT 72 3 I, UNIT 73 U IT 5 +�
�.
o
UNIT 91 W UNIT 841 UNIT 85 0 �J/T
o x 9. Sg pV/T
UNIT 74 UNIT 75 UI�I �7� 6/
W'WWWWW'W ......... .' r2.s l UN/T W�
2°Sq 24W'SD. 24"SPW W W W s 3
6 UNIT
.�. N9Qi10'00 E'.'278.88'.y. 5.'.
_ _ _ _ . _ _ N© C70` ©`E" _a _ 2Aa
���Wes.' BIORETENTION BASIN 2 ..� .
0 KPH — `�= AREA = 8 112 SF �
o �• CV 2z USE.
�_ _ - VPROPOSED — i 2's . _ . _ _ . _ _ _ . _ _ _ _ . _ _ _ .
GNV
o� GNV All
— 1 0
NIL " �� N
CO
BOTTOM = 2120.00
/��
d_YC7_'_`.`W'_ .VW _' .��W `�2-�\LLW W W rW_ _`.`.
.'.'..... A,
W
2135.44TG'
2134.96FS gc
W
N 21 5
aM
Form 4.2-1 LID BIT Performance Criteria for Design Capture Volume (DA 1)
Project area DA 1. ut,):
z Imperviousness after appIVirtg p reve n ta It i ve
3 Runoff Coefficient (Rc). 0.389
651,31Z
5itedesignpraft!cc5(ImpI57 i
R,=0-8 8mppfj4-0.rrIrS�"� .774Jfmp%)*0,0
Determine 1-hour rainfall depth for a 2-year return period P,�r 1-r (in): 0.528 http,l�'h sr,nws-rnaQa, vaf dse �fe�s{salsea �fds,htrn� Compute Pl�, Mean 6-hr Rreeipitation (inches): 0-782
Pr= item 4 'C; where C; is a f inctfon oof sfre climatic region specified in Form 3-1 fiern 1 fVa{ley= 1-z;&f)7,' A4aunruin = 1_909; Deserr= 1-22T1) 6 Drawdavin Rate
Use 48 hours as the defouit conditior), 50ection and use qfbhe 24 hour dravvdmm time cOfldidon is subject to opprovol 24-hrs ❑
b the tami risdferron. netessar SMP oor int is a oncaarr o drawdmvrr tfine. Vvh[Je shier drawdown th-nes y 1� � 1 � f f
46-hrs
feduce the pet�munce criteria for 1JD EIMP design cap Iore vofurne, ffw ch?pth rif water tkroi con be stoned is crko feduccid,
7 Carnput e design capture vaIume, DCV (ft'): 32,864
I7.�Y = �"1`�2 [ft�rn 1 Item 3ftgrrr S 1 Ca{. wbere Cn is a furr[tian of drRw+dpwm rate (14-iar = I.$i; 48-Far = 3.9&3) [rt npure separate bCY for each au Yetfrom the project sire per schemade drown fn Farm 3-1 Itern 2 �lC�7W��:���Z•`Z�ll��1��71�1i���]1�����l�l�
THE ENGINEERED SOIL MEDIA SHALL BE COMPROMISED
OF 85 PERCENT MINERAL COMPONENT AND 15
PERCENT ORGANIC COMPONENT, BY VOLUME, DRUM
MIXED PRIOR TO PLACEMENT. THE MINERAL
COMPONENT SHALL BE CLASS A SANDY LOAM TOPSOIL
THAT MEETS THE RANGE SPECIFIED IN THE TABLE
BELOW. THE ORGANIC COMPONENT SHALL BE NITROGEN
STABILIZED COMPOST, SUCH THAT NITROGEN DOES NOT
LEACH MEDIA.
SAND FOR BIORETENTION:
SHOULD BE ANALYZED BY AN ACCREDITED LAB USING
#200, #100, #40, #30, #16, #8, #4, AND 3/8
SIEVES (ASTM D 422 OR AS APPROVED BY THE LOCAL
PERMITTING AUTHORITY) AND MEET THE FOLLOWING
GRADATION. REFER TO NOC TGD MISC-1 FACT SHEET.
SIEVE SIZE (ASTM D422)
PASSING (BY WEIGHT)
MINIMUM
MAXIMUM
INCH
100
100
#4
90 100
#8
70 100
# 16
40 95
#30
15 70
#40
5 55
#100
0 15
#200
0 5
MINERAL COMPONENT RANGE REQUIREMENTS
Percentage Range
Component
70-80
SAND
15-20
SILT
5-10
j CLAY
COMPOST FOR BIORETENTION:
SHOULD BE ANALYZED BY AN ACCREDITED LAB USING
#200, % INCH, 1/2 INCH, AND 1 INCH SIEVES (ASTM
D 422 OR AS APPROVED BY THE LOCAL PERMITTING
AUTHORITY). REFER TO NOC TGD MISC-1 FACT SHEET.
SIEVE SIZE (ASTM D422)
% PASSING BY WEIGHT)
)
MINIMUM
MAXIMUM
1 INCH
99 100
INCH
90 100
INCH
40 90
#200
2 10
PROJECT AREA BREAKDOWN
PROJECT TOTAL AREA 661,312 SE
PROJECT ROOF/PAVEMENT/CONCRETE AREA 378,706 SE
PROJECT LANDSCAPE AREA 282,706 SE
LEGEND
DRAINAGE MANAGEMENT AREA (DMA)
- SANITARY SEWER
DOMESTIC WATER
STORM DRAIN
— - — - — - — CENTERLINE
----->— FLOW LINE
CONCRETE
0 ASPHALT
LANDSCAPE
DIRECTIONAL FLOW ARROW
SCALE
30 0 15 30 60
( FEET )
1 INCH = 30 FT.
NOTE:
NOT FOR CONSTRUCTION, FOR PLAN CHECK ONLY LANDSCAPING AND IRRIGATION MAINTENANCE TO FOLLOW SEPARATE LANDSCAPE PLANS.
BENCH MARK TRACT NO. 20372
• NAME: BM XXXXXX RESET 19XX ELEVATION: XXXX.XX' DESIGNED BY: AC SUBMITTED BY: DATE:
L4 L
�
DATUM: XXXX XXXX DATUM QROFESS/ON CITY OF YUCAIPA
DESCRIPTION: XXXX" XXXXXXXXXXXXXXXXXXXXXX QUO �� FOREVER BWE N.G. k i Ii O n � a � g � RECOMMENDED FOR APPROVAL BY: DATE:
LEGAL DESCRIPTION DRAWN BY: VL �®i sU irijj9 ilia RESIDENTIAL HOUSING DEVELOPMENT THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF SAN N 9320 BASELINE RD., STE. D - RANCHO CUCAMONGA, CA 91701 PRELIMINARY WATER Q U A I L I TY MANAGEMENT PLAN APPROVED BY:DATE:
G. PRECIADO CITY ENGINEER DATE:
BERNARDINO, STATE OF CALIFORNIA, AND DESCRIBED AS FOLLOWS: ,t ,t [email protected] - WWW.BLUECIVILENG.COM PER PLAT RECORDED IN BOOK 0318 OF MAPS, PAGE 02 RECORDS OF SAN BERNARDINO s� CiV�� �Q 909-248-6557 JOB No. DRAWING No.
Know what's below. COUTY.APNN 31LOT 2 66,687_AN�D 68_OFF SUBDIVISION DUNLAB RANCH SUBDIVISION NO 2. CHECKED BY: AC qTF OF CA F1 O 1 1 52648 12TH & AVENUE E SHEET No. _1___ OF __ SHEETS
Call before you dig. PLANS PREPARED UNDER THE SUPERVISION OF: DATE REV. REVISION DESCRIPTION BY DATE APN: 031 $-021-1$,1 9, &-5$ CITY OF YUCAIPA PUBLIC WORKS DEPARTMENT ANGEL CESAR P.E. 87222 ENGINEERING DIVISION
Appendix C - Grading Plan
6-4
�rl ;^ Pah l
1. ALL GRADING SHALL CONFORM TO CHAPTER 33 OF THE UNIFORM BUILDING CODE, LATEST EDITION AND THE CITY OF YUCAIPA GRADING CODE.
2. ALL PROVISIONS OF THE SOILS REPORT "2796-CR GEOTECHNICAL AND INFILTRATION EVALUATION PROPOSED 30-UNIT SENIOR HOUSING DEVELOPMENT" PREPARED BY GEOTEK, INC. DATED JULY 19, 2021 SHALL BE COMPLIED WITH DURING GRADING OPERATIONS.
3. THIS PLAN IS FOR GRADING PURPOSES ONLY. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE
APPROVAL OF DRIVEWAY LOCATIONS OR SIZES, PARKING LOT LAYOUT, BUILDING LOCATIONS,
OFF -SITE DRAINAGE FACILITIES OR OTHER ITEMS NOT RELATED DIRECTLY TO THE BASIC GRADING OPERATION.
4. CERTIFICATION (FORM PROVIDED BY CITY) FROM THE REGISTERED CIVIL ENGINEER AND
SOILS/GEOLOGICAL ENGINEER STATING THAT THE ROUGH GRADING HAS BEEN COMPLETED PER
THE APPROVED PLAN AND A COMPACTION REPORT FROM THE SOILS ENGINEER ON ANY FILL AREAS THAT ARE REQUIRED SHALL BE PROVIDED PRIOR TO BUILDING PERMITS BEING ISSUED.
5. CERTIFICATION (FORM PROVIDED BY CITY) FROM THE REGISTERED CIVIL ENGINEER STATING THAT
THE FINE GRADING HAS BEEN COMPLETED PER THE APPROVED PLAN IS REQUIRED PRIOR TO OCCUPANCY PERMITS BEING ISSUED.
6. CONTRACTOR IS RESPONSIBLE FOR EROSION, DUST, MUD, SILT, DEBRIS, AND TEMPORARY DRAINAGE CONTROL DURING GRADING OPERATIONS.
7. AN EROSION CONTROL PLAN IS REQUIRED TO ISSUING A GRADING PERMIT BETWEEN OCTOBER 1ST AND APRIL 15TH. (THE GRADING PLANS ARE TO NOTE THIS REQUIREMENT). ',IST. DWY
8. ANY ON -SITE RETAINING WALLS WILL REQUIRE APPROVAL AS PART OF THESE PLANS. ANY 1-1)
NECESSARY RETAINING WALLS ON THE PERIMETER OF THIS SITE MAY BE REQUIRED TO BE IN ;IST. W -
PLACE AND APPROVED BY THE CITY ENGINEER PRIOR TO THE START OF GRADING. APPROVED )
SEQUENCED GRADING WITH 1 '/:1 MAXIMUM SLOPES TO WITHIN 2 FEET OF THE ADJACENT
PROPERTY LINE MAY BE ACCEPTABLE TO ALLOW FOR START OF GRADING PRIOR TO COMPLETION OF ANY NECESSARY PERIMETER RETAINING WALLS. (IF NO RETAINING WALLS ARE SHOWN ON THE PLAN, DO NOT PUT THIS NOTE ON PLAN).
9. ANY IMPROVEMENT CONSTRUCTED IN THE PUBLIC RIGHT-OF-WAY WILL REQUIRE SEPARATE PLAN IST'13+/ Y -
APPROVAL AND INSPECTION FROM THE CITY ENGINEER.
?')
10. ANY WALLS, FENCES, STRUCTURES AND/OR APPURTENANCES ADJACENT TO THIS PROJECT SHALL BE PROTECTED IN PLACE. IF GRADING OPERATIONS DAMAGE OR ADVERSELY AFFECT SAID ITEMS IN
ANY WAY, THE CONTRACTOR/DEVELOPER IS RESPONSIBLE FOR WORKING OUT AN ACCEPTABLE SOLUTION TO THE SATISFACTION OF THE AFFECTED PROPERTY OWNER(S).
11. THE CONTRACTOR /DEVELOPER IS RESPONSIBLE FOR ENSURING THAT RETAINING WALLS DO NOT INTERFERE WITH PROVISION OF UTILITIES.
12. IT IS THE SOIL ENGINEER'S RESPONSIBILITY TO ENSURE THAT ADEQUATE COMPACTION HAS BEEN
ATTAINED ON THE ENTIRE GRADING SITE, INCLUDING FILL AREAS OUTSIDE THE BUILDING PADS AND ON ALL FILL SLOPES.
13. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM THE RESPONSIBILITY FOR CORRECTION OR ERROR OR OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE
REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR CONC
APPROVAL.
14. IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO CALL THE CITY AT (909) 797-2489 FOR INSPECTION TWO (2) WORKING DAYS PRIOR TO PERFORMING ANY WORK. WORK PERFORMED
WITHOUT CALLING FOR INSPECTION SHALL BE REJECTED AND SHALL BE REMOVED SOLELY AT THE CONTRACTOR'S EXPENSE.
15. NO GRADING SHALL COMMENCE WITHOUT OBTAINING A GRADING PERMIT AND NOTIFYING THE GRADING INSPECTOR TO SCHEDULE A PRE -GRADING MEETING TWO (2) WORKING DAYS PRIOR TO THE START OF WORK.
16. ALL ACTIVE IRRIGATION LINES ENCOUNTERED DURING CONSTRUCTION SHALL BE REPLACED WITH Q
10-GAUGE DOUBLE DIPPED AND WRAPPED WELDED STEEL PIPE.
17. PRIOR TO THE START OF GRADING, ALL EXISTING VEGETATION AND DEBRIS (INCLUDING EXISTING
STRUCTURES, FOOTINGS, FOUNDATIONS, RUBBLE, TREES AND ROOT SYSTEMS) SHALL BE REMOVED GONG
P
FROM THE SITE TO THE SATISFACTION OF THE SOILS ENGINEER.
18. AFTER REMOVAL OF DEBRIS, ANY EXISTING FILL OR DISTURBED NATURAL SOILS SHALL BE EXCAVATED TO THE SATISFACTION OF THE SOILS ENGINEER.
19. THE EXPOSED SOILS SHALL THEN BE INSPECTED BY THE SOILS ENGINEER, AND ANY ADDITIONAL
OVER -EXCAVATION SHALL THEN BE MADE IN ACCORDANCE WITH THE SOILS ENGINEER'S °
RECOMMENDATIONS AND AS CONTAINED IN THE SOILS REPORT.
20. THE EXPOSED SOILS SHALL THEN BE SCARIFIED TO A MINIMUM DEPTH OF 6 INCHES, BROUGHT uI
TO PROPER MOISTURE CONTENT AND COMPACTED TO AT LEAST 90% OF THE MAXIMUM DENSITY, GNV
AS DETERMINED BY U.B.C. STANDARDS 33 OR EQUIVALENT COMPACTION SHALL BE OBTAINED BY METHODS SPECIFIED BY THE SOILS ENGINEER.
H
21. IF ANY UNFORESEEN SUB -SURFACE STRUCTURES ARE ENCOUNTERED DURING CONSTRUCTION,
THEY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE SOILS ENGINEER BEFORE Im
PROCEEDING FURTHER.
°
22. THE SOILS ENGINEER SHALL ALSO BE RESPONSIBLE TO VERIFY (CERTIFICATION FORM PROVIDED rJ7^_
BY CITY) AND REPORT THAT PROPER COMPACTION HAS BEEN OBTAINED BY SUBCONTRACTORS
AND AGENCIES CONCERNING UTILITY LINE BACKFILL (INCLUDING, BUT NOT LIMITED TO, SEWERS, GNV
WATER LINES, ELECTRICAL, GAS, AND LANDSCAPE IRRIGATION LINES).
23. AN AS -GRADED GRADING PLAN AND THE CERTIFICATE OF COMPLIANCE FORMS FOR SAID GRADING
PLAN WITH THE PROPER STAMPS AND SIGNATURES ARE TO BE SUBMITTED TO THE CITY ENGINEER PRIOR TO RELEASE OF GRADING BOND AND PRIOR TO FINAL GRADING INSPECTION.
24. ANY DRIVE APPROACHES SHOWN ON THESE PLANS SHALL CONFORM TO CITY OF YUCAIPA STANDARDS. NOTE THAT 4' OF SIDEWALK AT A 2% SLOPE SHALL BE MAINTAINED BEHIND DRIVE APPROACHES PER TITLE 24 REQUIREMENTS IF THERE IS NO LANDSCAPED PARKWAY.
25. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (USA), GNV
PHONE NUMBER 1-800-422-4133, TWO (2) WORKING DAYS BEFORE DIGGING. NO INSPECTION
WILL BE PROVIDED BY THE CITY ENGINEER'S OFFICE, AND NO CONSTRUCTION PERMIT ISSUED
INVOLVING EXCAVATION FOR UNDERGROUND FACILITIES WILL BE VALID UNLESS THE APPLICANT HAS BEEN PROVIDED AN INQUIRY IDENTIFICATION NUMBER BY USA.
26. A NOTICE OF INTENT (NOI) MUST BE FILED WITH THE STATE OF CALIFORNIA REGIONAL WATER �co
QUALITY CONTROL BOARD AND A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MUST BE
SUBMITTED FOR REVIEW AND APPROVAL BY THE CITY ENGINEER WHEN TOTAL DISTURBED/GRADED AREA IS 1 ACRE OR MORE. WDID# MUST BE ON FILE AT THE CITY. 109
101.1
27. SEPARATE PLANS FOR TEMPORARY DRAINAGE AND EROSION CONTROL MEASURES TO BE USED DURING THE RAINY SEASON MUST BE SUBMITTED PRIOR TO OCTOBER 1. THE EROSION CONTROL _
N�
DEVICES SHOWN ON THE PLANS MUST BE INSTALLED BY NO LATER THAN NOVEMBER 1 AND MAINTAINED IN OPERABLE CONDITION UNTIL APRIL 15 AND/OR BEFORE ANY ANTICIPATED RAIN THROUGHOUT THE YEAR.
28. THE FOLLOWING STATEMENT MUST BE SUBMITTED WITH PLANS:
WE/I REPRESENTING INDICATE THAT
RECOMMENDATIONS CONTAINED IN REPORTS PERTAIN TO SOILS ENGINEERING CONDITIONS HAVE BEEN COMPLIED WITH TO OUR SATISFACTION. THIS CONFIRMATION IS NOT TO BE CONSTRUED AS AN AUTHENTICATION OF ANY DIMENSIONS OR ELEVATIONS SHOWN ON THESE PLANS.
BY: RCE
DATE: RGE#
29. ESTIMATED GRADING WORK FROM SEPTEMBER 2022 TO SEPTEMBER 2024. ,n En,'IhII�,RI
CUT X,XXX
CU. YDS.
FILL X,XXX
CU. YDS.
NET X,XXX
CU. YDS. EXPORT
MAXIMUM CUT
X.XXX'
MINIMUM CUT
X.XXX'
ESTIMATED DATES OF
GRADING WORK
START DATE: SEP 1, 2022
END DATE: SEP 1, 2024
NOT FOR CONSTRUCTION, FOR PLAN CHECK ONLY
BENCH MARK
• NAME: BM XXXXXX RESET 19XX ELEVATION: XXXX.XX'
DATUM: XXXX XXXX DATUM
• DESCRIPTION: XXXX" XXXXXXXXXXXXXXXXXXXXXX
LEGAL DESCRIPTION
THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AND DESCRIBED AS FOLLOWS:
PER PLAT RECORDED IN BOOK 0318 OF MAPS, PAGE 02 RECORDS OF SAN BERNARDINO Know what's below. COUNTY. LOTS 66,67 AND 68 OF SUBDIVISION DUNLAB RANCH SUBDIVISION NO 2.
C111 before you dig. APN: 0318-021-18,-19, & -58
IN THE CITY OR
YNC IR , IN
THE
COUNTY OF
SAN DERNARDNO,
STATE OR
CALIEORN A
TTM
20372
1 2TH
& AVENUE
E O NERDEMELORER
YUCAIPA VILLAGE PARTNERS
HOUS NG PROJECT
APN 0318-021-189-199 & -58
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. HE/SHE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT
SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD
DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN
CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL.
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
DESIGNED BY: AC BLCi k
Q�OFESS/pN
FOREVER BLUE N.G. p
DRAWN BY: VL c� '° m Chit.. ffi tig9 � �e
No.87222 � 9320 BASELINE RD., STE. D - RANCHO CUCAMONGA, CA 91701 * yt [email protected] - WWW.BLUECIVILENG.COM
J� 0/V I� �Q 909-248-6557
CHECKED BY: AC OF CA0���
PLANS PREPARED UNDER THE SUPERVISION OF: DATE
ANGEL CESAR, P.E. 87222
SITE MAR
E �_!RC I_iIIEI IE m-RC �_! ILJ E
C/O QANTAS CORMAN
4350 VON KARMAN AVE
NEWPORT BEACH, CA 92660
(949)474-0440
APPLICANT
ROCKWELL LAND CO.
C/O WILLIAM R. INGHRAM
6230 IRVINE BLVD. #131
IRVINE, CA 92620
(831)383-8083
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
THESE LOCATIONS ARE APPROXIMATED AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO
THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN THE ALIGNMENT AND OR/ GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS.
THE OWNER NOR THE ENGINEER ASSUMES ANY RESPONSIBILITY FOR THE UTILITIES SHOWN/NOT SHOWN. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT ALL UTILITIES SHOWN ON THESE PLANS AND/OR ANY OTHER UNDERGROUND FACILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. CALL UNDERGROUND SERVICE ALERT (U.S.A.) 18002272600 AT LEAST 2 WORKING DAYS PRIOR TO EXCAVATION.
REV.I REVISION DESCRIPTION I BY I DATE
PROJE
ENGINEER
cn
= Q
BLUE ENGINEERING AND CONSULTING, INC
9320 BASELINE ROAD, SUITE D "'
RANCHO CUCAMONGA, CA 91701
(909)294-5022 KENTUCKY ST. o
ASPHALT CONCRETE
AMERICAN DISABILITY ACT
CENTER LINE
EXISTING GROUND
ELEVATION
FINISH FLOOR
FLOWLINE
FINISH SURFACE
GRADE BREAK
PROPERTY LINE
RIGHT OF WAY
SQUARE FEET
STATI 0 N
STANDARD
TOP OF CURB
RIGHT OF WAY
CENTER LINE
F-IImnmmm
AVENUE E
SITE
VICINITY MAP
N.T.S.
f1 _ D
YUCAIPA VALLEY WATER DISTRICT
12770 2ND ST
YUCAIPA, CA 92339
(909) 797-5117
SEWER
YUCAIPA VALLEY WATER DISTRICT
12770 2ND ST
YUCAIPA, CA 92339
(909) 797-5117
ELECTRIC
SOUTHERN CALIFORNIA EDISON
287 TENNESSEE ST.
REDLANDS, CA 92373
(909) 307-6748
r`AC
SOUTHERN CALIFORNIA GAS COMPANY
155 S. G ST
SAN BERNARDINO, CA92410
(909) 335-7915
TELEPHONE
FRONTIER COMMUNICATIONS
1500 CRAFTON AVE., BLDG. 125
MENTONE, CA 92359
(909) 794-8293
w.` I LVA
..JI LV 1 I\VIVI
1078 E. HOSPITALITY LN.
SAN BERNARDINO, CA 92408
(909) 267-6094
ELOWLI N E
FENCE/WALL REFER TO LANDSCAPE ARCS'
CONCRETE
LANDSCAPE
SHEET ME
Sheet Number
Sheet Title
1 TITLE SHEET
2 TENTATIVE TRACT MAP
3 SITE PLAN
4 PRELIMINARY GRADING PAVING AND DRAINAGE PLAN
5 PRELIMINARY GRADING PAVING AND DRAINAGE PLAN
6 PRELIMINARY GRADING PAVING AND DRAINAGE PLAN
7 SECTIONS & DETAILS
8 CONCEPTUAL UTILITY PLAN
9 PRE -DEVELOPMENT HYDROLOGY EXHIBIT
10 POST -DEVELOPMENT HYDROLOGY EXHIBIT
11 PRELIMINARY WATER QUAILITY MANAGEMENT PLAN
12 FEMA Exhibit
TRACT NO. 20372
CITY OF YUCAIPA
RESIDENTIAL HOUSING DEVELOPMENT
TITLE SHEET
12TH & AVENUE E
APN: 0318-021-18,19, &-58
SUBMITTED BY:
SCALE
60 0 30 60
( FEET )
1 INCH = 60 FT.
RECOMMENDED FOR APPROVAL BY:
APPROVED BY:
FERMIN G. PRECIADO. CITY ENGINEER
JOB No. DRAWING No.
SHEET No. _ OF _11- SHEETS 52648
CITY OF YUCAIPA PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
DATE:
DATE:
DATE:
IN THE CITY OF YUCAIPA, IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA TENTATWE TRACT MAP NO. 20372
BEING A SUBDIVISION OF DUNLAP RANCH NO 2
FOR CONDOMINIUM PURPOSES
CONC
CONC
APN:031802129
APN:0301802132 APN:031802134 LAND USE:
USE: RS20M EX. PL - LAND USE: RS20M R - 2 0 M
_ N89°59'38"W 1107.30
r T X 296.99 =� ""-329.99 � EX PL
CONC e I e e
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luI I e e e 24' e e 24' 24'
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u
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APN:03180210
APN:031802142
LAND USE:
APN:031802138
LAND
USE: RS-20M
RS20M
LAND USE: RS-20M
X
480.32
�
A
�
I
32'
_ - � - - (PRIVATE ROAD) -
6 6' - �s
CONC
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4-5,�o
24'
APN:030111112I ■
LAND USE: INSTITUTIONAL
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24'
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TYPICAL SECTION FOR STREET A
HORI. SCALE: 1 ":10'
VERT. SCALE: 1 ":2'
R/W
45'
v
v
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v
v
v
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sPH coNc9 N86°54'02"W /
APN030111302
1 90.00,
LAND USE: RS-20M APN:030111303 °
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LAND USE:
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LAND USE: APN:0301 1 1342 ° ° �
LAND USE. RS-20M
24 J
Its:
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R/W
TYPICAL SECTION FOR STREET B & D
HORI. SCALE: 1 ":10'
VERT. SCALE: 1 ":2'
R/W R/W
TYPICAL SECTION FOR STREET C TYPICAL SECTION FOR STREET 'E' HORI. SCALE: 1 ":10'
VERT. SCALE: 1 ":2 HORI. SCALE: 1 ":10'
VERT. SCALE: 1 ":2'
NOT FOR CONSTRUCTION, FOR PLAN CHECK ONLY
BENCH MARK
• NAME: BM XXXXXX RESET 19XX ELEVATION: XXXX.XX' DESIGNED BY: AC pFESS/ DATUM: XXXX XXXX DATUM QFZ Oiyq
• DESCRIPTION: XXXX" XXXXXXXXXXXXXXXXXXXXXX
Q m
LEGAL DESCRIPTION DRAWN BY: VL
THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF SAN No.87222 BERNARDINO, STATE OF CALIFORNIA, AND DESCRIBED AS FOLLOWS:
PER PLAT RECORDED IN BOOK 0318 OF MAPS, PAGE 02 RECORDS OF SAN BERNARDINO sj. cm� �Q Know what's below. APNN0318 0266187_19D &8_O$ SUBDIVISION DUNLAB RANCH SUBDIVISION NO 2. CHECKED BY: AC 9TFOF cA0 Call before you dig.
1 250.00
qs�
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y CONC LAND USE: RS-20M
z� N, °4S 2
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60,
48.5'
00 APN:031839126
LAND USE: RS-20M
APN:031840119
LAND USE: RS-20M
APN:031840125
LAND USE: RS-20M
APN:031840126
LAND USE: RS-20M
SCALE
80 0 40 80 160
( FEET )
1 INCH 80 FT.
66.6'
PLAN PLAN
_ A N C
�17
-
53.6'
53.6'
60'
T
PLAN
cc\I B
53.6'
B H LD N G EOOTP R NT
N.T.S.
N 7
15'
PAT 0 HOME FENCE DETA L
N.T.S.
6 LCiFOREVER BLUE Ni
,vt1suftig, ewe
9320 BASELINE RD., STE. D - RANCHO CUCAMONGA, CA 91701
[email protected] - WWW.BLUECIVILENG.COM
909-248-6557
PLANS PREPARED UNDER THE SUPERVISION OF: DATE REV.
ANGEL CESAR P.E. 87222
CURVE DATA
CURVE #
RADIUS
LENGTH
DELTA
C1
38.00'
59.69'
90°00'00"
C2
1354.64'
68.00'
2°52'34"
C3
300.13'
69.48'
13'15'54"
C4
38.00'
47.02'
70°54'07"
C5
38.00'
72.36'
109'05'53"
C6
t2044,0C
604.00'
16°55'51 "
REVISION DESCRIPTION
OWNER/DEVELOPER
YUCAIPA VILLAGE PARTNERS
QANTAS CORMAN
4350 VON KARMAN AVE.
NEWPORT BEACH, CA 92660
SOILS ENGONEER
GEOTEK, INC
1548 NORTH MAPLE STREET
CORONA, CALIFORNIA 92878
(951)710-1 160
WATER
YUCAIPA VALLEY WATER DISTRICT
12770 2ND ST
YUCAIPA, CA 92339
(909) 7975117
SEWER
YUCAIPA VALLEY WATER DISTRICT
12770 2ND ST
YUCAIPA, CA 92339
(909) 797-5117
ELECTR C
SOUTHERN CALIFORNIA EDISON
287 TENNESSEE ST.
REDLANDS, CA 92373
(909) 307-6748
GAS
SOUTHERN CALIFORNIA GAS COMPANY
155 S. G ST
SAN BERNARDINO, CA92410
(909) 335-7915
TELEPHONE
FRONTIER COMMUNICATIONS
1500 CRAETON AVE., BLDG. 125
MENTONE, CA 92359
(909) 7948293
1 A T\ /
z
m P OJECT SITE
AVENUE E
U)
n Q =
_ u„
Ln
KENTUCKY ST. o
VICINITY MAP
ENCONEER N.T.S.
BLUE ENGINEERING AND CONSULTING, INC
9320 BASELINE ROAD, SUITE D
RANCHO CUCAMONGA, CA 91701
(909)294-5022
LEGAL DESCROPTDON
THE LAND REFERRED TO HEREIN BELOW IS
SITUATED IN THE COUNTY OF SAN BERNARDINO,
STATE OF CALIFORNIA, AND DESCRIBED AS
FOLLOWS:
PER PLAT RECORDED IN BOOK 0318 OF MAPS,
PAGE 02 RECORDS OF SAN BERNARDINO COUNTY
LOTS 66,67 AND 68 OF SUBDIVISION DUNLAP
RANCH SUBDIVISION NO 2.
APN: 031802118,19, & 58
PROJECT
EXISTING AREA IS A VACANT LOT. (NO HISTORICAL
STRUCTURES EXIST ON SITE)
GENERAL PLAN DES GNAT ON
EXISTING: RS-20M
PROPOSED: RS-20M
ADJACENT: RS-20M,IN
LEGEND
N
CITY OF YUCAIPA TO ABANDON APPROX.
1078 E. HOSPITALITY LN.
14,330 S.F.
OF VACANT LAND
SAN BERNARDINO, CA 92408
(909) 267-6094
PROJECT NEORMAT ON
EXISTING AREA IS A VACANT LOT. (NO HISTORICAL
STRUCTURES EXIST ON SITE)
LOT SIZE:
14.78 AC
BUILDING COVERAGE: 3.15
AC (21.3% OF TOTAL AREA)
PAVEMENT: 4.08
AC (27.8% OF TOTAL AREA
COMMON OPEN SPACE: 4.57
AC (30.9% OF TOTAL AREA)
PRIVATE OPEN SPACE: 2.98
AC (20.2% OF TOTAL AREA)
PROJECT NOTES
1. ALL PREVIOUS EXISTING STRUCTURES HAVE BEEN REMOVED FROM THE SITE
2. TRASH COLLECTION SERVICE WILL BE PROVIDED FOR INDIVIDUAL UNITS
3. UNITS ON PRIVATE DRIVES SHALL BRING
TRASH TO THE STREET WHERE NO PARKING IS
PERMITTED
4. 168,000 L.F. OF NEW STREETS
5. TYPICAL 2 STORY HEIGHT VARIES
6. IF THEY ARE NEEDED DEEPEND FOOTING
WILL BE SHOWN ON PRECISE GRADING PLAN
7. STORM WATER RUNOFF RETENTION AND
CLARIFICATION IS LOCATED IN LOCATED IN LOTS
X
8. THIS PROJECT INCLUDES VARIANCE FOR
BUILDING SETBACKS FOR
9. NO REGULATED OR NATIVE TREES WERE
REMOVED FOR THIS PROJECT SITE HAS BEEN CLEARED AND
GRADED PER APPROVED PLANS, ROAD BOTH PRIVATE AND PUBLIC HAVE BEEN PAVED NOTE
THE FOLLOWING AMENITIES WILL
BEAN SUMMARY
SETBACKS
PLAN
PROGRAM
QUANTITY
UNIT SIZE
FRONT
REAR
SIDE
A
B
C
4 BED/2.5 BA
4 BED/3.5 BA
3 BED/2.5 BA
24 68
36 2,194 SF
2,369 SF
1,800 SF
20'
20'
20'
15'
15'
15'
5'
S'
5'
TOTAL
128
PR0VATE OPEN SPACE
PLAN
BLD. S.F.
PRIVATE O/S S.F.
A
B
C
2,194
2,369
1,800
961
787
483
LINE DATA
LINE #
BEARING
DISTANCE
L1
N74°52'47"E
32.89'
BY DATE
TRACT NO. 20372
CITY OF YUCAIPA
RESIDENTIAL HOUSING DEVELOPMENT
TENTATIVE TRACT MAP
12TH & AVENUE E
APN: 0318-021-18,19, &-58
BE PROVIDED FOR EACH UNIT:
1. FIREPLACE
2. OVERSIZED CLOSETS
3. AUTOMATED
DISHWASHERS
4. DECORATIVE DOORS
5. AIR CONDITIONERS
6. AUTOMATIC GARAGE
DOOR OPENERS
PARKNO SUMMARY
TYPE
REQUIRED
PROVIDED
FORMULA
GUEST
64 81
128 UNITS/2
PLAN A
48 48
4/UNIT (2 ENCLOSED)
PLAN B
272
272
4/UNIT(2 ENCLOSED)
PLAN C
108
144
3/UNIT(2 ENCLOSED)
HANDICAP
9 9
YUCAIPA STANDARD
TOTAL
500
545
SUBMITTED BY:
RECOMMENDED FOR APPROVAL BY:
APPROVED BY:
FERMIN G. PRECIADO, CITY ENGII
JOB No.
SHEET No. OF __i_i_ SHEETS
CITY OF YUCAIPA PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
DRAWING No.
52648
DATE:
DATE:
DATE:
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MONUMEL-��24"SD 24"s� z�s�-� - -
�� ` {©°Q�ICUOT I :'�° B °�T o1 YUCAIPA-CALIMESA JOINT UNIFIED - - D° �` �� 1.D©-, .�� ��`� - ��� SCHOOL DISTRICT REQUIRED RESIDENT PARKING 256 +' . y I `.. ; �"
•� *�.�,�• � D i� �.- � - - �� � REQUIRED GUEST PARKING 0 9 E U 2' TOTAL PARKING REQUIRED 256
®PEN SPAS � QU
A B B R E V AT 0 N S
-- - -
P2
`..I AVENGE E. ��Y , �� �� - -_ � _ �2"SD . W- - - _ .�D.`.`.`.`.` 'Y� ` ` AC ASPHALT CONCRETE PROVIDED RESIDENT PARKING 256
8.80FL (PUBLIC ROAD) 1� ti _,�6\°,,_ ?' ��+�' ADA AMERICAN DISABILITY ACT PROVIDED GUEST PARKING 81 TOTAL PARKING PROVIDED 347
00 _.`.`.'�R':"
�.. �� �1W. �,�.�`. EG EXISTING LINE
. ��? oNlc. .©, pi.�C ..��..`.`..� 1oD�'r.`.'.`.`.`. 6a� o�ye.... 1�EL V ELEVATION
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----- --------------------- S F SQUARE FEET
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LEGEND
OTCE MAP
EASEMENT NOTES - - - - RIGHT OF WAY
CENTER LINE
1. AN EASEMENT FOR WATER PIPE LINES AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED IN BOOK 463 OF DEEDS, PAGE 381 ELOWDNE
S LY R/W N LY R/W 2. AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSE IN THE DOCUMENT RECORD WILY R/W 33' 33' E'LY R/W 88' IN BOOK 738, PAGE 383 OF OFFICIAL RECORDS r, 1 FENCE/WALL REFER TO LANDSCAPE ARCH 11' 22' 22' 11, 44' 44' 3. AN OFFER OF DEDICATION FOR PUBLIC ROADS AND PUBLIC UTILITIES AND INCIDENTAL
0. 5' 0. 5' 11' 32.5' 32.5' 11' PURPOSES, RECORDED JULY 19, 2012 AS INSTRUMENT N0. 20120289372 OF OFFICIAL _ U. 0.5RECORDS CONCRETE
4. AN EASEMENT FOR PIPELINES AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED IN SCALE BOOK 463 OF DEEDS, PAGE 381 50 0 25 50 100
5. AN EASEMENT FOR PUBLIC UTILITIES AND CONDUITS AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED AS BOOK 1910, PAGE 127 OF OFFICIAL RECORDS LANDSCAPE TYPICAL SECTION 6. AN EASEMENT FOR PIPELINES AND CONDUITS AND CONDUITS AND INCIDENTAL PURPOSES IN ( FEET ) THE DOCUMENT RECORDED AS BOOK 747, PAGE 110 OF OFFICIAL RECORDS 1 NCH = 50 ET. 12TH STREET TYPICAL SECTION 7. AN EASEMENT FOR PIPELINES AND CONDUITS AND INCIDENTAL PURPOSES IN THE DOCUMENT E AVENUE RECORDED AS BOOK 918, PAGE 342 OF OFFICIAL RECORDS
8. AN EASEMENT FOR PIPELINES AND CONDUITS AND INCIDENTAL PURPOSES IN THE DOCUMENT PAVEMENT RECORDED AS BOOK 6994, PAGE 730 OF OFFICIAL RECORDS
NOT FOR CONSTRUCTION, FOR PLAN CHECK ONLY
BENCH MARK TRACT NO. 20372
NAME: BM XXXXXX RESET 19XX ELEVATION: XXXX.XX' DESIGNED BY: AC SUBMITTED BY: DATE:
DATUM: XXXX XXXX DATUM QROFESS/ONq • CITY OF YUCAIPA EOREVER BLUE NG p 0 DESCRIPTION: XXXX" XXXXXXXXXXXXXXXXXXXXXX RECOMMENDED FOR APPROVAL BY: DATE:
LEGAL DESCRIPTION DRAWN BY: VL m �6����ii��9 ��e RESIDENTIAL HOUSING DEVELOPMENT THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF SAN N0.87222 9320 BASELINE RD., STE. D - RANCHO CUCAMONGA, CA 91701 APPROVED BY: DATE:
BERNARDINO, STATE OF CALIFORNIA, AND DESCRIBED AS FOLLOWS: * * [email protected] - WWW.BLUECIVILENG.COM C FERMIN G. PRECIADO CITY ENGINEER PER PLAT RECORDED IN BOOK 0318 OF MAPS, PAGE 02 RECORDS OF SAN BERNARDINO s 0iv�� S T r PLAN �. �Q' 909-248-6557 JOB No. DRAWING No.
Know what's below. COUNTY. S 66,687_1N�D 68OFSUBDIVISION DUNLAB RANCH SUBDIVISION NO 2. CHECKED BY: AC 9�F OF CA1 �F�� 52648 12TH &AVENUE E SHEET No. _ _ OF SHEETS
Call before you dig. PLANS PREPARED UNDER THE SUPERVISION OF: DATE REV. REVISION DESCRIPTION BY DATE APN: 0318-021-18,19, &-58 CITY OF YUCAIPA PUBLIC WORKS DEPARTMENT ANGEL CESAR P.E. 87222 ENGINEERING DIVISION
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y 6„ 4 0% ° 4 0%_� w ®� y y 6,,s 4.4% 4.4%) w w y y y y y y y y y y y w y 6�st' ° 9 w y y y® y y y y y y w y w y y y y y y 6'"s d ° 9 ® y y• y y y y y y y w y y y y y y y . y y y y y y y y yy 4 y y y y y y y y y y 2144.7 y y y 2144.0
y ti 2121.3 y y y r K �, I y y y �, y y y 4 y PAD PAD
w 1 8% 24 4 0% 2122.7 8 y y y 2126.E 3.1 % 6.8% 2128.4 y y y 2131.4 24 2133.1 y y y 2138.9 24 2141.2 w w PAD G y y y y y C PAD K 24 PAD 1C yyy yyy t PAD 3.0% 8 9% p 7 y y y y yyy c1 PAD 5.0% 6 4% PAD Ly y y y 16 y y y yyy 3 16 y y y y y y y ,n
y y y y y w y 3 w y y A y y y y y 8 y y y y y y y y y y 3 16' y y y y y w y y y y y y y y 3 16' C,4 •
y
y y y y y y w
y y y y y y y® y y w ys'° y2121.58FL y y w y6°° y 2126°73FI 2130.54FL ys°'s Q y ®y y y y
y y y
°
y
y w y
° ° ° d ° ° ° ° e ° ° ° ° °
y
y y ° 2130. OFL
w
y y w w y °
y y w y y w d ° ° a d ° � ° d ° ° ° ° ° ° ape d ° ° ° d ° ° • 2120.75FL
2122.23FL POP. R/W 1 2125.70FL w y w y 10 d y 2126.90FL 1 8 2130.37FL y 2131.43FL 1 22' 00 2137. 8 L y' d y 1 y 8 y w y
9 y
b-� 11 2119.41 FL w 2120.48FL/ 2122.06FL 9 2125.53FL w _ 2130.60FL 2131.27FIL w w w 2137.56FL 10 w w w w 2126.62FL cv 10 °
5 E� 2125.82FL 2126.05FS 5 2130.75FS LV
2137.10FL
�,. 2120.84FS 2121.66FL 2.0% - 2 6% - - - 2 9% 3.8%
2.6% j6%- - 5 - 2.5%-2126.30FL
2121.76FL - 2125.46FL j5% cv 213 4FL 1 2136.76FL 1
21 18.97FL 21 19.90FL N 2122.21 FL 2125.16FL N 2126.54FL 2130.88FL + 2136.67FL 2137.69FS + s
2130.02FL 2131.17FL �� 1
y y y y y y"y"y"ly y 2122.39FL y y w y - - - - e d y •
���F y szy ys r y = y y y y 2125.33FL d 2126.71 FL LO PROP. R/W y y y w y y y L1,. y yyyyyyy y y y 3 �° y y w 'Su
w y y`�'y y y y y 2130.19FLy y° 2131.34FL- y y y y y y y y - y y y° d yyyyyyyyyyy yy yywywyw yyyyyy yy y yy 2119 45FL d 6 s w �y 2136.85FL y y y y y y y
OFL � y y y y y y 1 - _ y l y __ d ° .� a y y y y y y y y y y y y y y y y y y y y y y w y f-- = �. y y w
yyyyy y Aw _ yyyyy ° ° ° ° y yyy yyy y y y y °°yyy
I y y y y y y w y � y ° 7 y d y �
y
24'N I 2121 6 101 y y y y y � 103 ��`�� 2125.2 ° � 104 y y y y y 109 2129.9 � � y y 110 y y y 115 y I ° y y 102 21 19.9 6 8% y y y � O 3% 6 6% 2127.E G y y y G 4.2% 2131.2 y y y 2136.9 ° 118 y y yyy G HAD 3 5% PAD G y y y + PAD PAD yyy y y PAD I D. PAD o yyy yyy G PAD 3 2% d B 1 Bo G y y y
y
y O 7 r y V
y y y L� _ y y w W y y y y
d U > (n ° •
��° �! � d
y
y y y y y y
n
R W _ y �-� 6y SDy y y y y y y y y y y y y y y y y y y y y ipy y y y y y y y y y y y y y y y y y S w y y y y y y® y y w y yyy y y ®yyy w y6„c- y y w w w y 24 y y y y y o y w w y y y
y y y w y y y y y y y y _... y y y y y y
d
4 !. y y y y y _ !° y y y y y yr °!° y
16 7 I �. y y °24 I� y y y °•24 w
y I 99 y y y 105 I I 06 y y y 1 1 1 d112y y y 6 y ®y y® y y y 10o Li 2121.1 B y y y g 2124.8 d 2127.2 B y y g 21EA6 E 2130.6� y y y B y 9 w
3.5% r
B y 8.2% 8.3% 3.5% 16 2136.4 ° 16
w g 2119.4 y y y y y y y 2139.4 2140.1 2141.2
PAD y PAD PAD PAD •
y 3.8 0 � PAD y y y PAD � 9 y � �PAD yyy yyy '� � ° d y � y � y y � � ' �o y PAD y
y y w y y y y y y w
y y y y y y y y y y y y y y y y y y y y y y y y y y-y y y y y y y y y y y y y y y y :1Z,
dDCD
yo y y y y y y y y y 6'SD- ®1 .6%y® zs°s®'s Is m� ®��� s"s�I 4 1 I y y y o 1 °dy w yl- b0 � y y g"S�y y y y y® ®yyy � F'�sPy i � O W y y y y y W y y ^' y W w yl 1 III I y y y y y y y y y y y y y y y y y y y y y 4 y N cal
w y I 97 yyy yy 107 �� I I 108 yyw yyy 3 8 Iy ' 2130.4 114 wyw ywy 117 2136.0 d
2118.9 1 yyy yyy 3.5% yyy yyy 2129.3 25% PAD A yyyy yyy A PAD ° ° d as° 9 8 2% 2120.7 B g �• 2124.3 7 9oJ 2126.7 B B 2.5 <° ° 2 ° ° „Sp
4.0% PAD PAD PAD PAD yI
y y y y w O
yy y PAD O' O �• O J i a d° ^°
y y (y�1 O 2 y y y �_ d y y y ,�2 y y y y 2
y y V- y y y y y y y y y y y w y y y y y y y y y y w y y y w y y y y w y y y y �I d (n d° ° wy� yyyy yyy ��=y yyyyyyy yyyyyyyy�„mom - �� yy yyyyyyy yyy yyy w�lr�w jy yyyyyyyyyy yy MATCHLINE - SEE SHEET 4
R/W
4.5' 2'
0.5' 8
JARKING
I
I
18 36'
24' DRIVE
R/W
18' 2' 4.5'
8 0.5'
PAR K I NP
I
I
8 - ----- -- ----------
2 5
SECTION A -A
TYPICAL SECTION FOR STREET B & D
R/W R/W
JLU I IUIN D-D
TYPICAL SECTION FOR STREET E
J VI NYL R/W
FENCE
13.6'
12.3'
PROP. I GROUND
PROP. BLOCK
LANDSCAPING WALL
VEGETATIVE
SWALE y
SECTION G-G
NOT FOR CONSTRUCTION, FOR PLAN CHECK ONLY
BENCH MARK
• NAME: BM XXXXXX RESET 19XX ELEVATION: XXXX.XX' DESIGNED BY: AC pFESS/ DATUM: XXXX XXXX DATUM QFZ Oiyq\
• DESCRIPTION: XXXX" XXXXXXXXXXXXXXXXXXXXXX
LEGAL DESCRIPTION DRAWN BY: VL
Q m
THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF SAN cr No.87222 � BERNARDINO, STATE OF CALIFORNIA, AND DESCRIBED AS FOLLOWS:
PER PLAT RECORDED IN BOOK 0318 OF MAPS, PAGE 02 RECORDS OF SAN BERNARDINO sj 0/V0- �Q Know what's below. COUNTY.
LOTS
0266,687_;N�D 68_OF8 SUBDIVISION DUNLAB RANCH SUBDIVISION NO 2. CHECKED BY: AC 9TFOF CA1-�F��� C111 before you dig. APN:
D/W T D/W
P
VINYL FE
P
LANDSCA
LCi k
FOREVER BLUE N.G.
9320 BASELINE RD., STE. D - RANCHO CUCAMONGA, CA 91701
[email protected] - WWW.BLUECIVILENG.COM
909-248-6557
PLANS PREPARED UNDER THE SUPERVISION OF: DATE
ANGEL CESAR, P.E. 87222
SECTION H-H
REV.
PROP.
R/W
4.5' I
P.
'L FENCE
P.
DSCAPING
18.65'
PROP.
LANDSCAPING
V L V L I lI I I V L
SWALE
SECTION 1-1
R/W
EX.
GROUND
CONSTRUCTION NOTES
0 6" ROCK CURB ON SHEET 2
2 0
6" CURB AND GUTTER PER SPPWC STD. PLAN
120-3 (TYPE A2-6) ON SHEET 2
O3
CURB INLET
®
X' DRIVEWAY PER CITY OF YUCAIPA STD. NO.
109-2
0 3" A.C. PAVEMENT OVER 4" CLASS II AGGREGATE
BASE
©
RIP RAP
O7
STORM DRAIN PIPE
®
4" THICK SIDEWALK
O9
X" SEWER LINE
10 MANHOLE PER YUCAIPA VALLEY WATER DISTRICT
S-3
SCALE
30 0 15 30 60
( FEET )
1 INCH = 30 FT.
TRACT NO. 20372 SUBMITTED BY:
CITY OF YUCAIPA
RECOMMENDED FOR APPROVAL BY:
RESIDENTIAL HOUSING DEVELOPMENT
PRELIMINARY GRADING PAVING AND DRAINAGE PLAN APPROVED BYFERMIN G. PRECIADO CITY ENGII JOB No. d
12TH & AVENUE E SHEET No. __T__ OF SHEETS
REVISION DESCRIPTION BY DATE APN: 0318-021-18,1 9, &-58 CITY OF YUCAIPA PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
DRAWING No.
52648
DATE:
DATE:
DATE:
il
�I
W
Ld
u�
N
w
DH II
G
66'
r
33' ti�� 33'
WM
O 41.
NV
III
U J
F ^
XI
T. SMH
9.86RIP
21 0
21 I
1.161N�
ti
MATCHLINE - SEE SHEET 4
W y y y W W W W W W W W W W W W W W W W W W W W W W W W W W W W `� W W W W W W W W W W W W W W W W v W W W W W W W W W V•�� W W W W W W W W W W W W W W W W W W W W W W W W �T �,' M_�- W W �2 f W T�� W W W W W W W W W W W W W W ® w y' T W �Y»S�W W ® d > 6� tXiST. W W W W W W W yW yW yW WyWyWy W W 9 °00'00"E 6��9T ��'% 6 A gE- A g W W W W _ V KM - - W
\W W W`W ��
- -
8° �� �,G WSJ ��� `� W WW W �y W y W Wl`7 W W W W W W W W WWWWy W ° W W W C1 y W W W
- J _ y ^VV
Ty W W W W W W W
4=$ --
22 °
�R=20� 00 l 7j O J �o \ yy yWyW WyWyW WyW
0 08ENu�
C V
�Z " - C-XfS 1. WAI �
W
tl-
v - - - �oFS Bg - ° SECTION D-D
2�30.45Fs� � TYPICAL SECTION FOR STREET A
- K
WP
CONSTRUCTION NOTES
AVE. E 42.34' R/W
O1 6" ROCK CURB ON SHEET 2
30.86' 6.5' 5' 23.6'
AVE. E R/W 2 6" CURB AND GUTTER PER SPPWC STD. PLAN
VARIES 120-3 (TYPE A2-6) ON SHEET 2
I 31.9' 6.5' 5' 3'-27' 12'
PROP. O3 CURB INLET
I VINYL FENCE I
VEGETATIVE SWALE PROP. ® X' DRIVEWAY PER CITY OF YUCAIPA STD. NO. 109-2
PROP. LANDSCAPING I
I 0 3" A.C. PAVEMENT OVER 4" CLASS II AGGREGATE
EX. STREET EX. C&G LANDSCAPING
BASE
PROP.
o LANDSCAPING ©RIP RAP
C C-777�
PROP. EX. STREET EX. C&G
=1 OFFSITE LANDSCAPING O7 STORM DRAIN PIPE
PER SEPARATE PLANS
PROP. � PROP. PROP. BASIN BOTTOM ® 4" THICK SIDEWALK
OFFSITE SIDEWALK �Z = OFFSITE OFFSITE
w ELEV. 0000.00'
PER SEPARATE
SIDEWALK LANDSCAPING O9 X" SEWER LINE SCALE
PLAN
10 MANHOLE PER YUCAIPA VALLEY WATER DISTRICT 30 0 15 30 60 SECTION J-J SECTION K-K S-3
( FEET )
1 INCH = 30 FT.
NOT FOR CONSTRUCTION, FOR PLAN CHECK ONLY
BENCH MARK 16LO k
I KAI, � U. LU.S / L SUBMITTED BY: DATE:
NAME: BM XXXXXX RESET 19XX ELEVATION: XXXX.XX' DESIGNED BY: AC • DATUM: XXXX XXXX DATUM Q�OFESS/pN9/ ORE ER BLUE ryCITY OF YUCAIPA DESCRIPTION: XXXX" XXXXXXXXXXXXXXXXXXXXXX c�0 ( .G
• a ��Q �F,�. CFs Fyc ���I�e®i��il�l�'► RECOMMENDED FOR APPROVAL BY: DATE:
LEGAL DESCRIPTION DRAWN BY: VL 9'1 1- C61isufiitig9 ��e RESIDENTIAL HOUSING DEVELOPMENT THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF SAN � No. 87222 rn � 9320 BASELINE RD., STE. D - RANCHO CUCAMONGA, CA 91701 PRELIMINARY GRADING PAVING AND DRAINAGE PLAN APPROVED BY:DATE:
G. PRECIADO CITY ENGINEER DATE:
BERNARDINO, STATE OF CALIFORNIA, AND DESCRIBED AS FOLLOWS: * yt [email protected] - WWW.BLUECIVILENG.COM PER PLAT RECORDED IN BOOK 0318 OF MAPS, PAGE 02 RECORDS OF SAN BERNARDINO cp C/v �� �Q 909-248-6557 JOB No. DRAWING No.
Know what's below. COUNTY.
OUN 0318 02 66,687_;N�D 68_OF8 SUBDIVISION DUNLAB RANCH SUBDIVISION NO 2. CHECKED BY: AC 9TF OF CA1 �F�5 11 52648 12TH &AVENUE E SHEET No. _ _ OF SHEETS
Call before you dig. PLANS PREPARED UNDER THE SUPERVISION OF: DATE REV. REVISION DESCRIPTION BY DATE APN: 0318-021 -18,1 9, &-58 CITY OF YUCAIPA PUBLIC WORKS DEPARTMENT ANGEL CESAR P.E. 87222 ENGINEERING DIVISION
0 m
x
(2J3o 86
to
SECTION E-E
TYPICAL SECTION FOR STREET C
MATCHLINE — SEE SHEET 5
�\E E k k k E k t e —�
E F k E F k E E E
E E E E E F
k E �k E E E E E E k
ZZ E E E F� k E E E E E E E E
k E E E E F k k E E E
E E E k E E E t k F k
E0 E F E E E E E E k E k k
Ok E E E E E \�\k� k k k E k E E k k k k E E kr 4\ k F E k k E k k F ^F E k�y� k E E k k E k k E k E E ,. W VE k E k L EEEEEEk+E`kkF1 k k k k kkkkEkE E E E EEE k EEE E E E E EE E E E EEEE FE EE E E t k k k E k k E E E k k
E E E k E F F k k k
= E E E E E F
(t2135.44)EG7'
NOT FOR CONSTRUCTION, FOR PLAN CHECK ONLY
R/W 24' R/W
0.5'
4 16' 4'
SECTION F-F
W LSON CREEK
R/W
PROP.
VINYL FENCE
5.5' 8'
LOT 65
FF=00.00'
PAD=00.0'
EX. GROUND W W
PROP.
LANDSCAPING
VEGETATIVE SWALE VEGETATIVE SWALE
PROP. OFFSITE
LANDSCAPING
SECTION L-L
R/W
PROP.
6.4' ` VINYL FENCE
PROP. LANDSCAPING
PROP. OFFSITE
EX. GROUND LANDSCAPING
VEGETATIVE
SWALE
SECTION M-M
LOT 36
FF=00.00'
PA
MATCHLINE — SEE SHEET 4
E�/TA7k k F FCE k EE E E E E E (f2144.9)EG
F t E E Ek k E F O klP E E Ek k k E kEk, k ,�`,E k k EFk k E E lJ� __�` E E E E EC kEE EEk E E k EE E F E E FE E k E E F E E rHu E F 9 F
EE�k k E EEEk��`7�k�8�,F(f2148.5)EG
E EJE ®F k E �kk EEkk 2151.1 E E E
p E�
E E E E k k c 7 Iko k k k PAD ® E E k k E \ (y E k E �p P° E F t k E E E E E _7 k e I E k E k k LL
k 2147.7 k k k k E k k F
k k O 4.2% ° ° 10.1� 2149.5 k k k E E E kk E ®/ E kkk
E E PAD —� ' 24' PAD E // k k� k E E E
E k k (�D
k k E E k E E �Q E E E E
® ° F t E E E E F k k k E t
k k F E E E E E 6 p ° E S� k ® E E E F
E — E °(/) N o I E E E 4 F F E F E k E F E E E E k F
k E u� E E E E �L
k ..�y ^ k E k E k E k E k k k F k E k E
F k� � 2 ° I F E E E E E E F F t k
EE E ( 2148.4 2.9°/0 2150.6 k E k E k k k E k E k k k k E k rlD/% E k E k O ~ 1 1.1 O k E k E k k k k k k k k k k F k k >k k F
E E 2 PAD > PAD F k E E E E E E E '�1E+ E
E Q I Q E k E F t E E E E E/ E E
�V E k E F E k k F E E
k E E E E E F F E k k k L
E r k k k E E E E E E F F t \F
E E ° F E k k k k E E E E E
E I E E E E F E E k E E E E
k k k E E E E E E F k E k k
E k k E E E E E P P.
E E E E k k E E E E E E E E E E k
E E k E E k ° k E E k6 p ��® F k k E E E E k E k k k k E k E k E k E k k F (n E E E E E E E k k k k E
k k E E E E k E E E k k
k � F k k k E E E E E E F E
E k k F E F k k E E E E E
k E E E E E E E E E k E E E
E Q 2149.2 1.9� °� 8.9y 2151.1(:�) t k E E E E k E �` E k E E E E F k F k k k E k t c k E E PAD ~ PAD k E E k E F E E E E E E F
F F I E E E E E k E k E k E k k k k E k E k E
E k k k k k k k k k k k k k E k k k E k E k E k E k k
E � E E E L F E E k k E E E E
k �I 9 _ E E E E� E E E F E E k E E (�
E F E E E E E E E E E E F E E `�l
F E E F F
E E E E F E j E E E k E F F F E E E E E E E F E E
E E E E E a— _, E E E E E E k k F E E E E E E E \
k E E - � k E� E E E E E E E E F E k k k E E E E �.
k k k k E E E E E t FE FE E E E E E E F F E k k k L
E E E E F k k E E E E E E E F F E k k E E E E E E E F F k-1 E E E E E E F k E k k E E E E E E k E E E F k k E k E E E k E E E 4 E E E —F E E E E E E E E E F k E F k F E E t
(t2147.0)EG (f2149.4)EG (f2151.5)EG (f2153.4)EG
SECTION N-N
R/W
EX. GROUND
L_�ETATIVE
SWALE
CONSTRUCTION NOTES
0 6" ROCK CURB ON SHEET 2
2 0
6" CURB AND GUTTER PER SPPWC STD. PLAN
120-3 (TYPE A2-6) ON SHEET 2
O3
CURB INLET
®
X' DRIVEWAY PER CITY OF YUCAIPA STD. NO.
109-2
0 3" A.C. PAVEMENT OVER 4" CLASS II AGGREGATE
BASE
©
RIP RAP
O7
STORM DRAIN PIPE
®
4" THICK SIDEWALK
O9
X" SEWER LINE
10 MANHOLE PER YUCAIPA VALLEY WATER DISTRICT
S-3
SCALE
30 0 15 30 60
( FEET )
1 INCH = 30 FT.
BENCH MARK 16LO k
I KAI, I U. LU.S / L SUBMITTED BY: DATE:
NAME: BM XXXXXX RESET 19XX ELEVATION: XXXX.XX' DESIGNED BY: AC • DATUM: XXXX XXXX DATUM Q�OFESS/pN9/ CITY OF YUCAIPA
FOREVER BLUE R
DESCRIPTION: XXXX" XXXXXXXXXXXXXXXXXXXXXX c�0 ( .G
• a ��Q �F� CFs F�c � RECOMMENDED FOR APPROVAL BY: DATE:
LEGAL DESCRIPTION DRAWN BY: VL 9'° m �6����ii��9 ��e RESIDENTIAL HOUSING DEVELOPMENT THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF SAN c-I No. 87222 9320 BASELINE RD., STE. D — RANCHO CUCAMONGA, CA 91701 PRELIMINARY GRADING PAVING AND DRAINAGE PLAN APPROVED BY:DATE:
G. PRECIADO CITY ENGINEER DATE:
BERNARDINO, STATE OF CALIFORNIA, AND DESCRIBED AS FOLLOWS: * yt [email protected] — WWW.BLUECIVILENG.COM PER PLAT RECORDED IN BOOK 0318 OF MAPS, PAGE 02 RECORDS OF SAN BERNARDINO cp C/v �\- �Q 909-248-6557 JOB No. DRAWING No.
Know what's below. COUNTY.
LOTS
0266,687_;N�D 68_OF8 SUBDIVISION DUNLAB RANCH SUBDIVISION NO 2. CHECKED BY: AC 9TFOF CA1-�F6 11 52648 12TH & AVENUE E SHEET No. _ _ OF SHEETS
Call before you dig. PLANS PREPARED UNDER THE SUPERVISION OF: DATE REV. REVISION DESCRIPTION BY DATE APN: 0318-021 -18,1 9, &-58 CITY OF YUCAIPA PUBLIC WORKS DEPARTMENT ANGEL CESAR P.E. 87222 ENGINEERING DIVISION
U 0,
CONC
PI
,ONC
- 00
ENV UB
H
0 O M
LL
GNV
961101
co
GNV /( GNV
I I
N M
o I 0 0 0 0 -�_O
C ASPH
F (7, z z 30'
rn
.� 0
+ +
111.72 L .52 IN 114.19 CO .99 IN 118.66 ' .46 IN
n 12 @ 2.00% 2.00% 12 e e 12 @ 2.00% @ 2.00% 12 e e 12 @ 2.00% @ 2.00% 12 A A 5 ° 5 °I 5
"SD D
I
111.37 IN 17 IN 3.84 iNV o; .64 IN 118.31 11 IN@ 2.00% o @ 2.00% 2 VT1@ 2.00% + @ 2.00% 12 e e 12 @ 2.00% I @ 2.00% 12 B L
z - I 0 -Ile-
) --
D D
111.01 1N D 81 IN 12 fo V o 12 2, 2117.96 76 INV
e 12 @ 2.00% 2.00% 12 e e I I e e 12 @ 2.0 % @ 2.00% 12 e B ®� +
I4 110.72 D 52 IN !� 1 D 117.67 47 IN
e12 @ 2.00% @ 2.00% 12 e 12 @ 2.00 2.00% 12 e 12 @ 2.00% 2.00 0 12 e
C C C C C I C C
7 0 0, o; O
' • w w w w + w w w w w w
m - 12 21 10.27 INV SSMH#1 2113.40 RI 10 - - - -n-,SSMH#4 2115.88 RI SSMH#7 2120.36 RI m @ 2.00% 2109. 88 INV IN-N 10 10
-- gA 12. 6 IRV-0111T-S 116.8 INV O T-S
x 112.38 IN D .18 INV 2116.864 2. 0% 16.66
w e 2109.68 INV12104 ios 12 12IL'i-9000
.0% 2.00% 12 c c @ 2.00% I I 2.00% V c c V@ 2.00 + I'00 2.00% c c J
� I D o
w �o0 ffO9 IN 10 .33 IN 12112.03W .83 IN 12 12 2116.51 12 B0% 12 @ 2.0 % @ 2.00% @ 2.00% @ 2.00% 0 5 - - 5 TYP
0 0 �
111.6/ .47 IN 113 116.164 2115.96 IN e ,
ea 12 109.17 IN 10 .97 IN 12 B e 12 @ 2.0 % @ 2.00% 12 B 12 12 A A @ 2.00% @ 2.00% @ 2.00% 2.00%
- 3
6 D
°' o
12 108.82 IN 12 e 111.25 111.05 INV +
@ 2.00% @ 2.00% B � 12 12 , � P '�
@ 2.0 % I @ 2.00% 5.63 IN
- 5 j ( 12 2.0 % 2.00% 12
108.53 1�L`110.76
� � A
s4 12 @ 2.00% 12 110.96 a m°
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THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF SAN No.87222 9320 BASELINE RD., STE. D - RANCHO CUCAMONGA, CA 91701 BERNARDINO, STATE OF CALIFORNIA, AND DESCRIBED AS FOLLOWS: * yt [email protected] - WWW.BLUECIVILENG.COM PER PLAT RECORDED IN BOOK 0318 OF MAPS, PAGE 02 RECORDS OF SAN BERNARDINO cp cm �Q 909-248-6557 Know what's below. COUNTY.
OUN 0318 02 66,687_;N�D 68_OF8 SUBDIVISION DUNLAB RANCH SUBDIVISION NO 2. CHECKED BY: AC qTF of cA��F Call before you dig. PLANS PREPARED UNDER THE SUPERVISION OF: DATE REV.
ANGEL CESAR P.E. 87222
CENLRAL NOTES
1. TH DISTRICT SHALL MAKE ALL WATERMAIN CONNECTIONS TO THE EXISTING WATERMAINS, UNLESS OTHERWISE NOTED. WORK TO BE PE FORMED, TIME AND MATERIAL, ARE AT THE DEVELOPE EXPENSE.
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TRACT NO. 20372
CITY OF YUCAIPA
RESIDENTIAL HOUSING DEVELOPMENT
CONCEPTUAL UTIJY PLAN
12TH & AVENUE E
APN: 0318-021-18,19, &-58
APPROVED BY:
YUCAIPA VALLEY WATER DISTRICT
PROJECT ENGINEER
SUBMITTED BY:
RECOMMENDED FOR APPROVAL BY:
APPROVED BY:
FERMIN G. PRECIADO, CITY ENGII
JOB No.
SHEET No. ______ OF __j_L SHEETS
CITY OF YUCAIPA PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
DRAWING No.
52648
C -T-:
DATE:
DATE:
DATE:
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BENCH MARK TRACT NO. 20372
NAME: BM XXXXXX RESET 19XX ELEVATION: XXXX.XX' DESIGNED BY: AC L4L SUBMITTED BY: DATE:
•
DATUM: XXXX XXXX DATUM QROFESS/OEOREVER BLUE NG Nq CITY OF YUCAIPA p 0 DESCRIPTION: XXXX" XXXXXXXXXXXXXXXXXXXXXX RECOMMENDED FOR APPROVAL BY: DATE:
LEGAL DESCRIPTION DRAWN BY: VL m �6tibufiitig9 �f�e RESIDENTIAL HOUSING DEVELOPMENT THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF SAN No. 87222 9320 BASELINE RD., STE. D - RANCHO CUCAMONGA, CA 91701 p 70 �1 r� HYDROLOGY I Q� p APPROVED BY: DATE:
e
BERNARDINO, STATE OF CALIFORNIA, AND DESCRIBED AS FOLLOWS: * * [email protected] - WWW.BLUECIVILENG.COM PREL� 1 L� FERMIN G. PRECIADO CITY ENGINEER PER PLAT RECORDED IN BOOK 0318 OF MAPS, PAGE 02 RECORDS OF SAN BERNARDINO Lp cjv�\, �Q 909-248-6557 JOB No. DRAWING No.
Know what's below. COUN0318-TS66,687_1N�D 68_OF8 SUBDIVISION DUNLAB RANCH SUBDIVISION NO 2. CHECKED BY: AC q�FOF CA1.�F8 52648 12TH & AVENUE E SHEET No. _ _ OF ______ SHEETS
C11I before you dig. PLANS PREPARED UNDER THE SUPERVISION OF: DATE REV. REVISION DESCRIPTION BY DATE APN: 0318-021-18,1 9, &-58 CITY OF YUCAIPA PUBLIC WORKS DEPARTMENT ANGEL CESAR P.E. 87222 1 1 1 1 1 1 ENGINEERING DIVISION
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BENCH MARK o TRACT ' ` 0 • 20372
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• NAME: BM XXXXXX RESET 19XX ELEVATION: XXXX.XX' DESIGNED BY: AC L� DATUM: XXXX XXXX DATUM Q�OFESS/pN9/ CITY OF YUCAIPA
DESCRIPTION: XXXX" XXXXXXXXXXXXXXXXXXXXXX FOREVER BLUE R c�0 ( .G
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LEGAL DESCRIPTION DRAWN BY: VL q� m ������ii��9 ��e RESIDENTIAL HOUSING DEVELOPMENT THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF SAN cr No. 87222 � 9320 BASELINE RD., STE. D - RANCHO CUCAMONGA, CA 91701 DEVELOPMENT / �� N Ij HYDROLOGY
I ° �� APPROVED BY: DATE:
POST—
BERNARDINO, STATE OF CALIFORNIA, AND DESCRIBED AS FOLLOWS: ,t yt [email protected] - WWW.BLUECIVILENG.COM V� V �I l� FERMIN G. PRECIADO CITY ENGINEER PER PLAT RECORDED IN BOOK 0318 OF MAPS, PAGE 02 RECORDS OF SAN BERNARDINO Lp C/v �� �Q 909-248-6557 JOB No. DRAWING No.
Know what's below. COUNTY.
OUN 31L 0266,687_;N�D 68_OF8 SUBDIVISION DUNLAB RANCH SUBDIVISION NO 2. CHECKED BY: AC OF �A1�F g � � 52648 12TH & AVENUE E SHEET No. _ — OF SHEETS
Call before you dig. PLANS PREPARED UNDER THE SUPERVISION OF: DATE REV. REVISION DESCRIPTION BY DATE APN: 0318-021-18,1 9, &-58 CITY OF YUCAIPA PUBLIC WORKS DEPARTMENT ANGEL CESAR P.E. 87222 1 1 1 1 1 1 ENGINEERING DIVISION
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UNIT 89 UNIT 80 ; UNIT 81 -- D - -
VPROPosED = 28,137 CF . -� ��- �oI
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Form 4.2-1 LID BMP Performance Criteria for Design Capture Volume (DA 1)
1 Project area DA 1 (ft2):
1 2 Imperviousness after applying preventative
3 Runoff Coefficient (Rc): 0.399
661,312
site design practices (Imp%): 57%
R,=0.858(lmp%)"-'-0,78()mp%)'2+0,774(imp%)+d.04
4 determine 1-hour rainfall depth for a 2-year return period P2yr-lhr (in): 0.528 htto.11hdsc.nws.noan.aovlhdsc-lnfdslsolsco 0fds.html 5 Compute P6, Mean 6-hr Precipitation (inches): 0.782
Ps = Item 4 *Ci, where Cz is o function of site climatic region specified in Form 3-1 Item 1 (Valley = 1.4807, Mountain = 1.909; Desert = 1.2371) 6 Drawdown Rate
Use 48 hours as the default condition. Selection and use of the 24 hour drawdown time condition is subject to approval 24-hrs ❑
by the laea! jurisdiction. The necessary BMiP footprint is o function of drawdown time. While shorter drawdown times 48-hrs 11
reduce the performance criteria for LID OMP design capture volume, the depth of water that can be stored is also reduced.
7 Compute design capture volume, DCV (ft3): 32,864
DCV = 1112 (Item 1 Item 3 item 5 Cz), where C3 is a function of drawdown rate (24-hr=1.581; 48-hr=1,953) Compute separate DCV far each outlet from the project site per schematic drown in Form 3 1 Item 2
ENGINEERED SOIL MEDIA REQUIREMENTS
THE ENGINEERED SOIL MEDIA SHALL BE COMPROMISED
OF 85 PERCENT MINERAL COMPONENT AND 15
PERCENT ORGANIC COMPONENT BY VOLUME DRUM
MIXED PRIOR TO PLACEMENT. THE MINERAL
COMPONENT SHALL BE CLASS A SANDY LOAM TOPSOIL
THAT MEETS THE RANGE SPECIFIED IN THE TABLE
BELOW. THE ORGANIC COMPONENT SHALL BE NITROGEN
STABILIZED COMPOST, SUCH THAT NITROGEN DOES NOT
LEACH MEDIA.
SAND FOR BIORETENTION:
SHOULD BE ANALYZED BY AN ACCREDITED LAB USING
#200, #100, #40, #30, #16, #8, #4, AND 3/8
SIEVES (ASTM D 422 OR AS APPROVED BY THE LOCAL
PERMITTING AUTHORITY) AND MEET THE FOLLOWING
GRADATION. REFER TO NOC TGD MISC-1 FACT SHEET.
SIEVE SIZE (ASTM D422)
% PASSING (BY WEIGHT)
MINIMUM
MAXIMUM
INCH
100
100
#4
90 100
#8
70 100
#16
40 95
# 30
15 70
#40
5 55
#100
0 15
#200
0 5
MINERAL COMPONENT RANGE REQUIREMENTS
Percentage Range
Component
70-80
SAND
15-20
SILT
5-10
CLAY
COMPOST FOR BIORETENTION:
SHOULD BE ANALYZED BY AN ACCREDITED LAB USING
#200, % INCH, 1 /2 INCH, AND 1 INCH SIEVES (ASTM
D 422 OR AS APPROVED BY THE LOCAL PERMITTING
AUTHORITY). REFER TO NOC TGD MISC-1 FACT SHEET.
SIEVE SIZE (ASTM D422)
% PASSING (BY WEIGHT)
MINIMUM
MAXIMUM
1 INCH
99 100
INCH
90 100
a INCH
40 90
#200
2 10
PROJECT AREA BREAKDOWN
PROJECT TOTAL AREA 661,312 SF
PROJECT ROOF/PAVEMENT/CONCRETE AREA 378,706 SF
PROJECT LANDSCAPE AREA 282,706 SF
LEGEND
DRAINAGE MANAGEMENT AREA (DMA)
SANITARY SEWER
DOMESTIC WATER
STORM DRAIN
— - — - — - — CENTERLINE
----->— FLOW LINE
CONCRETE
0 ASPHALT
LANDSCAPE
DIRECTIONAL FLOW ARROW
SCALE
30 0 15 30 60
( FEET )
1 INCH = 30 FT.
NOTE:
NOT FOR CONSTRUCTION, FOR PLAN CHECK ONLY LANDSCAPING AND IRRIGATION MAINTENANCE TO FOLLOW SEPARATE LANDSCAPE PLANS.
BENCH MARK o TRACT NO. 20372
NAME: BM XXXXXX RESET 19XX ELEVATION: XXXX.XX' DESIGNED BY: AC SUBMITTED BY: DATE:
DATUM: • DATUM: XXXX XXXX DATUM OQ�OFESS/pN9CITY OF YUCAIPA • a DESCRIPTION: XXXX" XXXXXXXXXXXXXXXXXXXXXX ti�Q� ��V �Fs l F�� OR�ERBLUENG kiiiillii6®rlill�l& RECOMMENDED FOR APPROVAL BY: DATE:
LEGAL DESCRIPTION DRAWN BY: VL 9� m ���sUfiitig9 the RESIDENTIAL HOUSING DEVELOPMENT THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF SAN No. 87222 9320 BASELINE RD., STE. D - RANCHO CUCAMONGA, CA 91701 PRELIMINARY WATER Q U A I L I TY MANAGEMENT PLAN APPROVED BY:DATE:
G. PRECIADO CITY ENGINEER DATE:
BERNARDINO, STATE OF CALIFORNIA, AND DESCRIBED AS FOLLOWS: * [email protected] - WWW.BLUECIVILENG.COM PER PLAT RECORDED IN BOOK 0318 OF MAPS, PAGE 02 RECORDS OF SAN BERNARDINO sj C/v\� �Q 909-248-6557 JOB No. DRAWING No.
Know what's below. COUNTY.
0318 02 66,687_;N�D 68_OF8 SUBDIVISION DUNLAB RANCH SUBDIVISION NO 2. CHECKED BY: AC q�F OF Cp �F�1 0 � � 52648 12TH & AVENUE E SHEET No. _ _ _ OF ______ SHEETS
Call before you dig. PLANS PREPARED UNDER THE SUPERVISION OF: DATE REV. REVISION DESCRIPTION BY DATE APN: 0318-021-18,1 9, &-58 CITY OF YUCAIPA PUBLIC WORKS DEPARTMENT ANGEL CESAR P.E. 87222 1 1 1 1 1 RING DIVISION
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61' FD 2.40' F 1.31' FD 3.98' FD 2.97' D_ -1.81' FD 1.26' FD 4.95' ED 4.56' FD 3.16 FD 1.49' F 2.5 FD 1.32' FD 21 8.07-
2.71' FD
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/ FINISH FLOOR TO THE FEMA BASE FLOOD ELEVATION.
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NOT FOR CONSTRUCTION, FOR PLAN CHECK ONLY
FEMA BASE FLOOD ELEVATTION
SCALE
40 0 20 40 80
( FEET )
1 INCH = 40 FT.
BENCH MARK LUk
K/�L U. LU.S / L SUBMITTED BY: DATE:
NAME: BM XXXXXX RESET 19XX ELEVATION: XXXX.XX' DESIGNED BY: AC • DATUM: XXXX XXXX DATUM Q�OFESS/pN9 oaRCITY OF YUCAIPA • o DESCRIPTION: XXXX" XXXXXXXXXXXXXXXXXXXXXX .`�� �Fs e a�EN� . RECOMMENDED FOR APPROVAL BY: DATE:
LEGAL DESCRIPTION DRAWN BY: VL 9'° m consu frog, ��e RESIDENTIAL HOUSING DEVELOPMENT THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF SAN Or No.8�222 9320 BASELINE RD., STE. D - RANCHO CUCAMONGA, CA 91701 2 2 u f\\ r I APPROVED BY: DATE:
BERNARDINO, STATE OF CALIFORNIA, AND DESCRIBED AS FOLLOWS: yt it [email protected] - WWW.BLUECIVILENG.COM VVV V �I �a FERMIN G. PRECIADO CITY ENGINEER PER PLAT RECORDED IN BOOK 0318 OF MAPS, PAGE 02 RECORDS OF SAN BERNARDINO sj C/V �V �Q 909-248-6557 JOB No. DRAWING No.
Know what's below. COUNTY.
31LLOT 266,687_AN�D 68_OF8 SUBDIVISION DUNLAB RANCH SUBDIVISION NO 2. CHECKED BY: AC OF CAL�F� 52648 12TH &AVENUE E p� SHEET No. _ OF _ SHEETS
Call before you dig. PLANS PREPARED UNDER THE SUPERVISION OF: DATE REV. REVISION DESCRIPTION BY DATE APN: 0318-021-18,19, 0 -58 CITY OF YUCAIPA PUBLIC WORKS DEPARTMENT ANGEL CESAR P.E. 87222 ENGINEERING DIVISION
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