0.083 0.00 0.00 0.000 O | | | | 0.00
0.167 0.00 0.00 0.000 O | | | | 0.00
0.250 0.00 0.00 0.000 O | | | | 0.00
0.333 0.00 0.00 0.000 O | | | | 0.00
0.417 0.00 0.00 0.000 O | | | | 0.00
0.500 0.00 0.00 0.000 O | | | | 0.00
0.583 0.00 0.00 0.000 O | | | | 0.00
0.667 0.00 0.00 0.000 O | | | | 0.00
0.750 0.00 0.00 0.000 O | | | | 0.00
0.833 0.00 0.00 0.000 O | | | | 0.00
0.917 0.00 0.00 0.000 O | | | | 0.00
1.000 0.00 0.00 0.000 O | | | | 0.00
1.083 0.00 0.00 0.000 O | | | | 0.00
1.167 0.00 0.00 0.000 O | | | | 0.00
1.250 0.00 0.00 0.000 O | | | | 0.00
1.333 0.00 0.00 0.000 O | | | | 0.00
1.417 0.00 0.00 0.000 O | | | | 0.00
1.500 0.00 0.00 0.000 O | | | | 0.00
1.583 0.00 0.00 0.000 O | | | | 0.00
1.667 0.00 0.00 0.000 O | | | | 0.00
1.750 0.00 0.00 0.000 O | | | | 0.00
1.833 0.00 0.00 0.000 O | | | | 0.00
1.917 0.00 0.00 0.000 O | | | | 0.00
2.000 0.00 0.00 0.000 O | | | | 0.00
2.083 0.00 0.00 0.000 O | | | | 0.00
2.167 0.00 0.00 0.000 O | | | | 0.00
2.250 0.00 0.00 0.000 O | | | | 0.00
2.333 0.00 0.00 0.000 O | | | | 0.00
2.417 0.00 0.00 0.000 O | | | | 0.00
2.500 0.00 0.00 0.000 O | | | | 0.00
2.583 0.00 0.00 0.000 O | | | | 0.00
2.667 0.00 0.00 0.000 O | | | | 0.00
2.750 0.00 0.00 0.000 O | | | | 0.00
2.833 0.00 0.00 0.000 O | | | | 0.00
2.917 0.00 0.00 0.000 O | | | | 0.00
3.000 0.00 0.00 0.000 O | | | | 0.00
3.083 0.00 0.00 0.000 O | | | | 0.00
3.167 0.00 0.00 0.000 O | | | | 0.00
3.250 0.00 0.00 0.000 O | | | | 0.00
3.333 0.00 0.00 0.000 O | | | | 0.00
3.417 0.00 0.00 0.000 O | | | | 0.00
3.500 0.00 0.00 0.000 O | | | | 0.00
3.583 0.00 0.00 0.000 O | | | | 0.00
3.667 0.00 0.00 0.000 O | | | | 0.00
3.750 0.00 0.00 0.000 O | | | | 0.00
3.833 0.00 0.00 0.000 O | | | | 0.00
3.917 0.00 0.00 0.000 O | | | | 0.00
4.000 0.00 0.00 0.000 O | | | | 0.00
4.083 0.00 0.00 0.000 O | | | | 0.00
4.167 0.00 0.00 0.000 O | | | | 0.00
4.250 0.00 0.00 0.000 O | | | | 0.00
4.333 0.00 0.00 0.000 O | | | | 0.00
4.417 0.00 0.00 0.000 O | | | | 0.00
4.500 0.00 0.00 0.000 O | | | | 0.00
4.583 0.00 0.00 0.000 O | | | | 0.00
4.667 0.00 0.00 0.000 O | | | | 0.00
4.750 0.00 0.00 0.000 O | | | | 0.00
4.833 0.00 0.00 0.000 O | | | | 0.00
4.917 0.00 0.00 0.000 O | | | | 0.00
5.000 0.00 0.00 0.000 O | | | | 0.00
5.083 0.00 0.00 0.000 O | | | | 0.00
5.167 0.00 0.00 0.000 O | | | | 0.00
5.250 0.00 0.00 0.000 O | | | | 0.00
5.333 0.00 0.00 0.000 O | | | | 0.00
5.417 0.00 0.00 0.000 O | | | | 0.00
5.500 0.00 0.00 0.000 O | | | | 0.00
5.583 0.00 0.00 0.000 O | | | | 0.00
5.667 0.00 0.00 0.000 O | | | | 0.00
5.750 0.00 0.00 0.000 O | | | | 0.00
5.833 0.00 0.00 0.000 O | | | | 0.00
5.917 0.00 0.00 0.000 O | | | | 0.00
6.000 0.00 0.00 0.000 O | | | | 0.00
6.083 0.00 0.00 0.000 O | | | | 0.00
6.167 0.00 0.00 0.000 O | | | | 0.00
6.250 0.00 0.00 0.000 O | | | | 0.00
6.333 0.00 0.00 0.000 O | | | | 0.00
6.417 0.00 0.00 0.000 O | | | | 0.00
6.500 0.00 0.00 0.000 O | | | | 0.00
6.583 0.00 0.00 0.000 O | | | | 0.00
6.667 0.00 0.00 0.000 O | | | | 0.00
6.750 0.00 0.00 0.000 O | | | | 0.00
6.833 0.00 0.00 0.000 O | | | | 0.00
6.917 0.00 0.00 0.000 O | | | | 0.00
7.000 0.00 0.00 0.000 O | | | | 0.00
7.083 0.00 0.00 0.000 O | | | | 0.00
7.167 0.00 0.00 0.000 O | | | | 0.00
7.250 0.00 0.00 0.000 O | | | | 0.00
7.333 0.00 0.00 0.000 O | | | | 0.00
7.417 0.00 0.00 0.000 O | | | | 0.00
7.500 0.00 0.00 0.000 O | | | | 0.00
7.583 0.00 0.00 0.000 O | | | | 0.00
7.667 0.00 0.00 0.000 O | | | | 0.00
7.750 0.00 0.00 0.000 O | | | | 0.00
7.833 0.00 0.00 0.000 O | | | | 0.00
7.917 0.00 0.00 0.000 O | | | | 0.00
8.000 0.00 0.00 0.000 O | | | | 0.00
8.083 0.00 0.00 0.000 O | | | | 0.00
8.167 0.00 0.00 0.000 O | | | | 0.00
8.250 0.00 0.00 0.000 O | | | | 0.00
8.333 0.00 0.00 0.000 O | | | | 0.00
8.417 0.00 0.00 0.000 O | | | | 0.00
8.500 0.00 0.00 0.000 O | | | | 0.00
8.583 0.00 0.00 0.000 O | | | | 0.00
8.667 0.00 0.00 0.000 O | | | | 0.00
8.750 0.00 0.00 0.000 O | | | | 0.00
8.833 0.00 0.00 0.000 O | | | | 0.00
8.917 0.00 0.00 0.000 O | | | | 0.00
9.000 0.00 0.00 0.000 O | | | | 0.00
9.083 0.00 0.00 0.000 O | | | | 0.00
9.167 0.00 0.00 0.000 O | | | | 0.00
9.250 0.00 0.00 0.000 O | | | | 0.00
9.333 0.00 0.00 0.000 O | | | | 0.00
9.417 0.00 0.00 0.000 O | | | | 0.00
9.500 0.00 0.00 0.000 O | | | | 0.00
9.583 0.00 0.00 0.000 O | | | | 0.00
9.667 0.00 0.00 0.000 O | | | | 0.00
9.750 0.00 0.00 0.000 O | | | | 0.00
9.833 0.00 0.00 0.000 O | | | | 0.00
9.917 0.00 0.00 0.000 O | | | | 0.00
10.000 0.00 0.00 0.000 O | | | | 0.00
10.083 0.00 0.00 0.000 O | | | | 0.00
10.167 0.00 0.00 0.000 O | | | | 0.00
10.250 0.00 0.00 0.000 O | | | | 0.00
10.333 0.00 0.00 0.000 O | | | | 0.00
10.417 0.00 0.00 0.000 O | | | | 0.00
10.500 0.00 0.00 0.000 O | | | | 0.00
10.583 0.00 0.00 0.000 O | | | | 0.00
10.667 0.00 0.00 0.000 O | | | | 0.00
10.750 0.00 0.00 0.000 O | | | | 0.00
10.833 0.00 0.00 0.000 O | | | | 0.00
10.917 0.00 0.00 0.000 O | | | | 0.00
11.000 0.00 0.00 0.000 O | | | | 0.00
11.083 0.00 0.00 0.000 O | | | | 0.00
11.167 0.00 0.00 0.000 O | | | | 0.00
11.250 0.00 0.00 0.000 O | | | | 0.00
11.333 0.00 0.00 0.000 O | | | | 0.00
11.417 0.00 0.00 0.000 O | | | | 0.00
11.500 0.00 0.00 0.000 O | | | | 0.00
11.583 0.00 0.00 0.000 O | | | | 0.00
11.667 0.00 0.00 0.000 O | | | | 0.00
11.750 0.00 0.00 0.000 O | | | | 0.00
11.833 0.00 0.00 0.000 O | | | | 0.00
11.917 0.00 0.00 0.000 O | | | | 0.00
12.000 0.00 0.00 0.000 O | | | | 0.00
12.083 0.00 0.00 0.000 O | | | | 0.00
12.167 0.00 0.00 0.000 O | | | | 0.00
12.250 0.00 0.00 0.000 O | | | | 0.00
12.333 0.00 0.00 0.000 O | | | | 0.00
12.417 0.00 0.00 0.000 O | | | | 0.00
12.500 0.00 0.00 0.000 O | | | | 0.00
12.583 0.00 0.00 0.000 O | | | | 0.00
12.667 0.00 0.00 0.000 O | | | | 0.00
12.750 0.00 0.00 0.000 O | | | | 0.00
12.833 0.00 0.00 0.000 O | | | | 0.00
12.917 0.00 0.00 0.000 O | | | | 0.00
13.000 0.00 0.00 0.000 O | | | | 0.00
13.083 0.00 0.00 0.000 O | | | | 0.00
13.167 0.00 0.00 0.000 O | | | | 0.00
13.250 0.00 0.00 0.000 O | | | | 0.00
13.333 0.00 0.00 0.000 O | | | | 0.00
13.417 0.00 0.00 0.000 O | | | | 0.00
13.500 0.00 0.00 0.000 O | | | | 0.00
13.583 0.00 0.00 0.000 O | | | | 0.00
13.667 0.00 0.00 0.000 O | | | | 0.00
13.750 0.00 0.00 0.000 O | | | | 0.00
13.833 0.00 0.00 0.000 O | | | | 0.00
13.917 0.00 0.00 0.000 O | | | | 0.00
14.000 0.00 0.00 0.000 O | | | | 0.00
14.083 0.00 0.00 0.000 O | | | | 0.00
14.167 0.00 0.00 0.000 O | | | | 0.00
14.250 0.00 0.00 0.000 O | | | | 0.00
14.333 0.00 0.00 0.000 O | | | | 0.00
14.417 0.00 0.00 0.000 O | | | | 0.00
14.500 0.00 0.00 0.000 O | | | | 0.00
14.583 0.00 0.00 0.000 O | | | | 0.00
14.667 0.00 0.00 0.000 O | | | | 0.00
14.750 0.00 0.00 0.000 O | | | | 0.00
14.833 0.00 0.00 0.000 O | | | | 0.00
14.917 0.00 0.00 0.000 O | | | | 0.00
15.000 0.00 0.00 0.000 O | | | | 0.00
15.083 0.00 0.00 0.000 O | | | | 0.00
15.167 0.00 0.00 0.000 O | | | | 0.00
15.250 0.00 0.00 0.000 O | | | | 0.00
15.333 0.00 0.00 0.000 O | | | | 0.00
15.417 0.03 0.02 0.000 O | | | | 0.00
15.500 0.19 0.13 0.000 OI | | | | 0.00
15.583 0.40 0.33 0.001 | O | | | | 0.01
15.667 0.51 0.41 0.001 | OI | | | | 0.05
15.750 0.59 0.41 0.002 | O I | | | | 0.15
15.833 0.70 0.41 0.004 | O I | | | | 0.38
15.917 0.89 0.41 0.007 | O I | | | | 0.76
16.000 1.26 0.41 0.011 | O |I | | | 1.17
16.083 2.22 0.41 0.020 | O | I | | 1.45
16.167 4.30 0.41 0.040 | O | | | I| 2.05
16.250 4.43 0.41 0.067 | O | | | I 2.84
16.333 2.16 0.41 0.087 | O | I| | | 3.29
16.417 1.00 0.41 0.095 | O I| | | | 3.47
16.500 0.49 0.41 0.097 | OI | | | | 3.52
16.583 0.12 0.41 0.097 I O | | | | 3.51
16.667 0.03 0.41 0.094 I O | | | | 3.46
16.750 0.01 0.41 0.092 I O | | | | 3.40
16.833 0.00 0.41 0.089 I O | | | | 3.33
16.917 0.00 0.41 0.086 I O | | | | 3.27
17.000 0.00 0.41 0.083 I O | | | | 3.21
17.083 0.00 0.41 0.081 I O | | | | 3.14
17.167 0.00 0.41 0.078 I O | | | | 3.08
17.250 0.00 0.41 0.075 I O | | | | 3.02
17.333 0.00 0.41 0.072 I O | | | | 2.95
17.417 0.00 0.41 0.069 I O | | | | 2.89
17.500 0.00 0.41 0.066 I O | | | | 2.83
17.583 0.00 0.41 0.064 I O | | | | 2.76
17.667 0.00 0.41 0.061 I O | | | | 2.68
17.750 0.00 0.41 0.058 I O | | | | 2.60
17.833 0.00 0.41 0.055 I O | | | | 2.51
17.917 0.00 0.41 0.052 I O | | | | 2.42
18.000 0.00 0.41 0.050 I O | | | | 2.34
18.083 0.00 0.41 0.047 I O | | | | 2.25
18.167 0.00 0.41 0.044 I O | | | | 2.17
18.250 0.00 0.41 0.041 I O | | | | 2.08
18.333 0.00 0.41 0.038 I O | | | | 1.99
18.417 0.00 0.41 0.035 I O | | | | 1.91
18.500 0.00 0.41 0.033 I O | | | | 1.82
18.583 0.00 0.41 0.030 I O | | | | 1.73
18.667 0.00 0.41 0.027 I O | | | | 1.65
18.750 0.00 0.41 0.024 I O | | | | 1.56
18.833 0.00 0.41 0.021 I O | | | | 1.48
18.917 0.00 0.41 0.018 I O | | | | 1.39
19.000 0.00 0.41 0.016 I O | | | | 1.30
19.083 0.00 0.41 0.013 I O | | | | 1.22
19.167 0.00 0.41 0.010 I O | | | | 1.13
19.250 0.00 0.41 0.007 I O | | | | 0.84
19.333 0.00 0.41 0.004 I O | | | | 0.44
19.417 0.00 0.41 0.002 I O | | | | 0.06
19.500 0.00 0.02 0.000 O | | | | 0.00
19.583 0.00 0.00 0.000 O | | | | 0.00
19.667 0.00 0.00 0.000 O | | | | 0.00
19.750 0.00 0.00 0.000 O | | | | 0.00
19.833 0.00 0.00 0.000 O | | | | 0.00
19.917 0.00 0.00 0.000 O | | | | 0.00
20.000 0.00 0.00 0.000 O | | | | 0.00
20.083 0.00 0.00 0.000 O | | | | 0.00
20.167 0.00 0.00 0.000 O | | | | 0.00
20.250 0.00 0.00 0.000 O | | | | 0.00
20.333 0.00 0.00 0.000 O | | | | 0.00
20.417 0.00 0.00 0.000 O | | | | 0.00
20.500 0.00 0.00 0.000 O | | | | 0.00
20.583 0.00 0.00 0.000 O | | | | 0.00
20.667 0.00 0.00 0.000 O | | | | 0.00
20.750 0.00 0.00 0.000 O | | | | 0.00
20.833 0.00 0.00 0.000 O | | | | 0.00
20.917 0.00 0.00 0.000 O | | | | 0.00
21.000 0.00 0.00 0.000 O | | | | 0.00
21.083 0.00 0.00 0.000 O | | | | 0.00
21.167 0.00 0.00 0.000 O | | | | 0.00
21.250 0.00 0.00 0.000 O | | | | 0.00
21.333 0.00 0.00 0.000 O | | | | 0.00
21.417 0.00 0.00 0.000 O | | | | 0.00
21.500 0.00 0.00 0.000 O | | | | 0.00
21.583 0.00 0.00 0.000 O | | | | 0.00
21.667 0.00 0.00 0.000 O | | | | 0.00
21.750 0.00 0.00 0.000 O | | | | 0.00
21.833 0.00 0.00 0.000 O | | | | 0.00
21.917 0.00 0.00 0.000 O | | | | 0.00
22.000 0.00 0.00 0.000 O | | | | 0.00
22.083 0.00 0.00 0.000 O | | | | 0.00
22.167 0.00 0.00 0.000 O | | | | 0.00
22.250 0.00 0.00 0.000 O | | | | 0.00
22.333 0.00 0.00 0.000 O | | | | 0.00
22.417 0.00 0.00 0.000 O | | | | 0.00
22.500 0.00 0.00 0.000 O | | | | 0.00
22.583 0.00 0.00 0.000 O | | | | 0.00
22.667 0.00 0.00 0.000 O | | | | 0.00
22.750 0.00 0.00 0.000 O | | | | 0.00
22.833 0.00 0.00 0.000 O | | | | 0.00
22.917 0.00 0.00 0.000 O | | | | 0.00
23.000 0.00 0.00 0.000 O | | | | 0.00
23.083 0.00 0.00 0.000 O | | | | 0.00
23.167 0.00 0.00 0.000 O | | | | 0.00
23.250 0.00 0.00 0.000 O | | | | 0.00
23.333 0.00 0.00 0.000 O | | | | 0.00
23.417 0.00 0.00 0.000 O | | | | 0.00
23.500 0.00 0.00 0.000 O | | | | 0.00
23.583 0.00 0.00 0.000 O | | | | 0.00
23.667 0.00 0.00 0.000 O | | | | 0.00
23.750 0.00 0.00 0.000 O | | | | 0.00
23.833 0.00 0.00 0.000 O | | | | 0.00
23.917 0.00 0.00 0.000 O | | | | 0.00
24.000 0.00 0.00 0.000 O | | | | 0.00
24.083 0.00 0.00 0.000 O | | | | 0.00
24.167 0.00 0.00 0.000 O | | | | 0.00
24.250 0.00 0.00 0.000 O | | | | 0.00
24.333 0.00 0.00 0.000 O | | | | 0.00
24.417 0.00 0.00 0.000 O | | | | 0.00
24.500 0.00 0.00 0.000 O | | | | 0.00 ****************************HYDROGRAPH DATA**************************** Number of intervals = 294
Time interval = 5.0 (Min.)
Maximum/Peak flow rate = 0.410 (CFS)
Total volume = 0.134 (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 ‐ 2005
Study date: 07/01/24
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐‐ JN 4113 FLOOD ROUTING
10 YEAR 3 HOUR STORM
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐ Program License Serial Number 5016
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐ ********************* HYDROGRAPH INFORMATION ********************** From study/file name: 4113UH10Y3H.rte
****************************HYDROGRAPH DATA**************************** Number of intervals = 41
Time interval = 5.0 (Min.)
Maximum/Peak flow rate = 8.156 (CFS)
Total volume = 0.261 (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 1.000 to Point/Station 2.000 **** RETARDING BASIN ROUTING ****
______________________________________________________________________ User entry of depth‐outflow‐storage data
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐ Total number of inflow hydrograph intervals = 41
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‐O*dt/2) (S+O*dt/2) (Ft.) (Ac.Ft) (CFS) (Ac.Ft) (Ac.Ft)
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐‐
0.000 0.000 0.000 0.000 0.000
0.010 0.001 0.410 ‐0.000 0.002
0.100 0.002 0.410 0.001 0.003
1.100 0.009 0.410 0.008 0.010
2.750 0.063 0.410 0.062 0.064
4.500 0.141 0.410 0.140 0.142
6.250 0.209 0.410 0.208 0.210
8.000 0.264 0.410 0.263 0.265
8.100 0.266 0.410 0.265 0.267
9.000 0.283 0.410 0.282 0.284
9.100 0.284 0.460 0.282 0.286
9.500 0.285 1.670 0.279 0.291
10.000 0.286 2.920 0.276 0.296
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐ 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 2.0 4.08 6.12 8.16 (Ft.)
0.083 0.00 0.00 0.000 O | | | | 0.00
0.167 0.00 0.00 0.000 O | | | | 0.00
0.250 0.00 0.00 0.000 O | | | | 0.00
0.333 0.00 0.00 0.000 O | | | | 0.00
0.417 0.00 0.00 0.000 O | | | | 0.00
0.500 0.00 0.00 0.000 O | | | | 0.00
0.583 0.00 0.00 0.000 O | | | | 0.00
0.667 0.00 0.00 0.000 O | | | | 0.00
0.750 0.00 0.00 0.000 O | | | | 0.00
0.833 0.00 0.00 0.000 O | | | | 0.00
0.917 0.00 0.00 0.000 O | | | | 0.00
1.000 0.00 0.00 0.000 O | | | | 0.00
1.083 0.00 0.00 0.000 O | | | | 0.00
1.167 0.00 0.00 0.000 O | | | | 0.00
1.250 0.00 0.00 0.000 O | | | | 0.00
1.333 0.00 0.00 0.000 O | | | | 0.00
1.417 0.06 0.04 0.000 O | | | | 0.00
1.500 0.42 0.28 0.001 |O | | | | 0.01
1.583 0.86 0.41 0.003 |O I | | | | 0.20
1.667 1.12 0.41 0.007 |O I | | | | 0.77
1.750 1.32 0.41 0.012 |O I | | | | 1.20
1.833 1.58 0.41 0.019 |O I | | | | 1.42
1.917 1.95 0.41 0.029 |O I| | | | 1.70
2.000 2.61 0.41 0.042 |O | I | | | 2.10
2.083 4.32 0.41 0.063 |O | I | | 2.74
2.167 8.04 0.41 0.102 |O | | | I| 3.64
2.250 8.16 0.41 0.155 |O | | | I 4.87
2.333 4.12 0.41 0.195 |O | I | | 5.89
2.417 2.02 0.41 0.213 |O I| | | | 6.38
2.500 1.01 0.41 0.221 |O I | | | | 6.63
2.583 0.26 0.41 0.222 |O | | | | 6.68
2.667 0.06 0.41 0.221 IO | | | | 6.62
2.750 0.02 0.41 0.218 IO | | | | 6.54
2.833 0.00 0.41 0.215 IO | | | | 6.45
2.917 0.00 0.41 0.213 IO | | | | 6.36
3.000 0.00 0.41 0.210 IO | | | | 6.27
3.083 0.00 0.41 0.207 IO | | | | 6.20
3.167 0.00 0.41 0.204 IO | | | | 6.12
3.250 0.00 0.41 0.201 IO | | | | 6.05
3.333 0.00 0.41 0.198 IO | | | | 5.98
3.417 0.00 0.41 0.196 IO | | | | 5.90
3.500 0.00 0.41 0.193 IO | | | | 5.83
3.583 0.00 0.41 0.190 IO | | | | 5.76
3.667 0.00 0.41 0.187 IO | | | | 5.69
3.750 0.00 0.41 0.184 IO | | | | 5.61
3.833 0.00 0.41 0.181 IO | | | | 5.54
3.917 0.00 0.41 0.179 IO | | | | 5.47
4.000 0.00 0.41 0.176 IO | | | | 5.40
4.083 0.00 0.41 0.173 IO | | | | 5.32
4.167 0.00 0.41 0.170 IO | | | | 5.25
4.250 0.00 0.41 0.167 IO | | | | 5.18
4.333 0.00 0.41 0.165 IO | | | | 5.11
4.417 0.00 0.41 0.162 IO | | | | 5.03
4.500 0.00 0.41 0.159 IO | | | | 4.96
4.583 0.00 0.41 0.156 IO | | | | 4.89
4.667 0.00 0.41 0.153 IO | | | | 4.81
4.750 0.00 0.41 0.150 IO | | | | 4.74
4.833 0.00 0.41 0.148 IO | | | | 4.67
4.917 0.00 0.41 0.145 IO | | | | 4.60
5.000 0.00 0.41 0.142 IO | | | | 4.52
5.083 0.00 0.41 0.139 IO | | | | 4.46
5.167 0.00 0.41 0.136 IO | | | | 4.39
5.250 0.00 0.41 0.133 IO | | | | 4.33
5.333 0.00 0.41 0.131 IO | | | | 4.27
5.417 0.00 0.41 0.128 IO | | | | 4.20
5.500 0.00 0.41 0.125 IO | | | | 4.14
5.583 0.00 0.41 0.122 IO | | | | 4.08
5.667 0.00 0.41 0.119 IO | | | | 4.01
5.750 0.00 0.41 0.117 IO | | | | 3.95
5.833 0.00 0.41 0.114 IO | | | | 3.89
5.917 0.00 0.41 0.111 IO | | | | 3.82
6.000 0.00 0.41 0.108 IO | | | | 3.76
6.083 0.00 0.41 0.105 IO | | | | 3.70
6.167 0.00 0.41 0.102 IO | | | | 3.63
6.250 0.00 0.41 0.100 IO | | | | 3.57
6.333 0.00 0.41 0.097 IO | | | | 3.51
6.417 0.00 0.41 0.094 IO | | | | 3.44
6.500 0.00 0.41 0.091 IO | | | | 3.38
6.583 0.00 0.41 0.088 IO | | | | 3.32
6.667 0.00 0.41 0.085 IO | | | | 3.25
6.750 0.00 0.41 0.083 IO | | | | 3.19
6.833 0.00 0.41 0.080 IO | | | | 3.13
6.917 0.00 0.41 0.077 IO | | | | 3.06
7.000 0.00 0.41 0.074 IO | | | | 3.00
7.083 0.00 0.41 0.071 IO | | | | 2.94
7.167 0.00 0.41 0.069 IO | | | | 2.87
7.250 0.00 0.41 0.066 IO | | | | 2.81
7.333 0.00 0.41 0.063 IO | | | | 2.75
7.417 0.00 0.41 0.060 IO | | | | 2.66
7.500 0.00 0.41 0.057 IO | | | | 2.57
7.583 0.00 0.41 0.054 IO | | | | 2.49
7.667 0.00 0.41 0.052 IO | | | | 2.40
7.750 0.00 0.41 0.049 IO | | | | 2.31
7.833 0.00 0.41 0.046 IO | | | | 2.23
7.917 0.00 0.41 0.043 IO | | | | 2.14
8.000 0.00 0.41 0.040 IO | | | | 2.06
8.083 0.00 0.41 0.037 IO | | | | 1.97
8.167 0.00 0.41 0.035 IO | | | | 1.88
8.250 0.00 0.41 0.032 IO | | | | 1.80
8.333 0.00 0.41 0.029 IO | | | | 1.71
8.417 0.00 0.41 0.026 IO | | | | 1.62
8.500 0.00 0.41 0.023 IO | | | | 1.54
8.583 0.00 0.41 0.021 IO | | | | 1.45
8.667 0.00 0.41 0.018 IO | | | | 1.37
8.750 0.00 0.41 0.015 IO | | | | 1.28
8.833 0.00 0.41 0.012 IO | | | | 1.19
8.917 0.00 0.41 0.009 IO | | | | 1.11
9.000 0.00 0.41 0.006 IO | | | | 0.73
9.083 0.00 0.41 0.004 IO | | | | 0.32
9.167 0.00 0.37 0.001 IO | | | | 0.01
9.250 0.00 0.00 0.000 O | | | | 0.00 ****************************HYDROGRAPH DATA**************************** Number of intervals = 111
Time interval = 5.0 (Min.)
Maximum/Peak flow rate = 0.410 (CFS)
Total volume = 0.262 (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 ‐ 2005
Study date: 07/01/24
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐‐ JN 4113 FLOOD ROUTING
10 YEAR 24 HOUR STORM
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐ Program License Serial Number 5016
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐ ********************* HYDROGRAPH INFORMATION ********************** From study/file name: 4113UH10Y24H.rte
****************************HYDROGRAPH DATA**************************** Number of intervals = 293
Time interval = 5.0 (Min.)
Maximum/Peak flow rate = 8.156 (CFS)
Total volume = 0.262 (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 1.000 to Point/Station 2.000 **** RETARDING BASIN ROUTING ****
______________________________________________________________________ User entry of depth‐outflow‐storage data
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐ Total number of inflow hydrograph intervals = 293
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‐O*dt/2) (S+O*dt/2) (Ft.) (Ac.Ft) (CFS) (Ac.Ft) (Ac.Ft)
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐‐
0.000 0.000 0.000 0.000 0.000
0.010 0.001 0.410 ‐0.000 0.002
0.100 0.002 0.410 0.001 0.003
1.100 0.009 0.410 0.008 0.010
2.750 0.063 0.410 0.062 0.064
4.500 0.141 0.410 0.140 0.142
6.250 0.209 0.410 0.208 0.210
8.000 0.264 0.410 0.263 0.265
8.100 0.266 0.410 0.265 0.267
9.000 0.283 0.410 0.282 0.284
9.100 0.284 0.460 0.282 0.286
9.500 0.285 1.670 0.279 0.291
10.000 0.286 2.920 0.276 0.296
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐ 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 2.0 4.08 6.12 8.16 (Ft.)
0.083 0.00 0.00 0.000 O | | | | 0.00
0.167 0.00 0.00 0.000 O | | | | 0.00
0.250 0.00 0.00 0.000 O | | | | 0.00
0.333 0.00 0.00 0.000 O | | | | 0.00
0.417 0.00 0.00 0.000 O | | | | 0.00
0.500 0.00 0.00 0.000 O | | | | 0.00
0.583 0.00 0.00 0.000 O | | | | 0.00
0.667 0.00 0.00 0.000 O | | | | 0.00
0.750 0.00 0.00 0.000 O | | | | 0.00
0.833 0.00 0.00 0.000 O | | | | 0.00
0.917 0.00 0.00 0.000 O | | | | 0.00
1.000 0.00 0.00 0.000 O | | | | 0.00
1.083 0.00 0.00 0.000 O | | | | 0.00
1.167 0.00 0.00 0.000 O | | | | 0.00
1.250 0.00 0.00 0.000 O | | | | 0.00
1.333 0.00 0.00 0.000 O | | | | 0.00
1.417 0.00 0.00 0.000 O | | | | 0.00
1.500 0.00 0.00 0.000 O | | | | 0.00
1.583 0.00 0.00 0.000 O | | | | 0.00
1.667 0.00 0.00 0.000 O | | | | 0.00
1.750 0.00 0.00 0.000 O | | | | 0.00
1.833 0.00 0.00 0.000 O | | | | 0.00
1.917 0.00 0.00 0.000 O | | | | 0.00
2.000 0.00 0.00 0.000 O | | | | 0.00
2.083 0.00 0.00 0.000 O | | | | 0.00
2.167 0.00 0.00 0.000 O | | | | 0.00
2.250 0.00 0.00 0.000 O | | | | 0.00
2.333 0.00 0.00 0.000 O | | | | 0.00
2.417 0.00 0.00 0.000 O | | | | 0.00
2.500 0.00 0.00 0.000 O | | | | 0.00
2.583 0.00 0.00 0.000 O | | | | 0.00
2.667 0.00 0.00 0.000 O | | | | 0.00
2.750 0.00 0.00 0.000 O | | | | 0.00
2.833 0.00 0.00 0.000 O | | | | 0.00
2.917 0.00 0.00 0.000 O | | | | 0.00
3.000 0.00 0.00 0.000 O | | | | 0.00
3.083 0.00 0.00 0.000 O | | | | 0.00
3.167 0.00 0.00 0.000 O | | | | 0.00
3.250 0.00 0.00 0.000 O | | | | 0.00
3.333 0.00 0.00 0.000 O | | | | 0.00
3.417 0.00 0.00 0.000 O | | | | 0.00
3.500 0.00 0.00 0.000 O | | | | 0.00
3.583 0.00 0.00 0.000 O | | | | 0.00
3.667 0.00 0.00 0.000 O | | | | 0.00
3.750 0.00 0.00 0.000 O | | | | 0.00
3.833 0.00 0.00 0.000 O | | | | 0.00
3.917 0.00 0.00 0.000 O | | | | 0.00
4.000 0.00 0.00 0.000 O | | | | 0.00
4.083 0.00 0.00 0.000 O | | | | 0.00
4.167 0.00 0.00 0.000 O | | | | 0.00
4.250 0.00 0.00 0.000 O | | | | 0.00
4.333 0.00 0.00 0.000 O | | | | 0.00
4.417 0.00 0.00 0.000 O | | | | 0.00
4.500 0.00 0.00 0.000 O | | | | 0.00
4.583 0.00 0.00 0.000 O | | | | 0.00
4.667 0.00 0.00 0.000 O | | | | 0.00
4.750 0.00 0.00 0.000 O | | | | 0.00
4.833 0.00 0.00 0.000 O | | | | 0.00
4.917 0.00 0.00 0.000 O | | | | 0.00
5.000 0.00 0.00 0.000 O | | | | 0.00
5.083 0.00 0.00 0.000 O | | | | 0.00
5.167 0.00 0.00 0.000 O | | | | 0.00
5.250 0.00 0.00 0.000 O | | | | 0.00
5.333 0.00 0.00 0.000 O | | | | 0.00
5.417 0.00 0.00 0.000 O | | | | 0.00
5.500 0.00 0.00 0.000 O | | | | 0.00
5.583 0.00 0.00 0.000 O | | | | 0.00
5.667 0.00 0.00 0.000 O | | | | 0.00
5.750 0.00 0.00 0.000 O | | | | 0.00
5.833 0.00 0.00 0.000 O | | | | 0.00
5.917 0.00 0.00 0.000 O | | | | 0.00
6.000 0.00 0.00 0.000 O | | | | 0.00
6.083 0.00 0.00 0.000 O | | | | 0.00
6.167 0.00 0.00 0.000 O | | | | 0.00
6.250 0.00 0.00 0.000 O | | | | 0.00
6.333 0.00 0.00 0.000 O | | | | 0.00
6.417 0.00 0.00 0.000 O | | | | 0.00
6.500 0.00 0.00 0.000 O | | | | 0.00
6.583 0.00 0.00 0.000 O | | | | 0.00
6.667 0.00 0.00 0.000 O | | | | 0.00
6.750 0.00 0.00 0.000 O | | | | 0.00
6.833 0.00 0.00 0.000 O | | | | 0.00
6.917 0.00 0.00 0.000 O | | | | 0.00
7.000 0.00 0.00 0.000 O | | | | 0.00
7.083 0.00 0.00 0.000 O | | | | 0.00
7.167 0.00 0.00 0.000 O | | | | 0.00
7.250 0.00 0.00 0.000 O | | | | 0.00
7.333 0.00 0.00 0.000 O | | | | 0.00
7.417 0.00 0.00 0.000 O | | | | 0.00
7.500 0.00 0.00 0.000 O | | | | 0.00
7.583 0.00 0.00 0.000 O | | | | 0.00
7.667 0.00 0.00 0.000 O | | | | 0.00
7.750 0.00 0.00 0.000 O | | | | 0.00
7.833 0.00 0.00 0.000 O | | | | 0.00
7.917 0.00 0.00 0.000 O | | | | 0.00
8.000 0.00 0.00 0.000 O | | | | 0.00
8.083 0.00 0.00 0.000 O | | | | 0.00
8.167 0.00 0.00 0.000 O | | | | 0.00
8.250 0.00 0.00 0.000 O | | | | 0.00
8.333 0.00 0.00 0.000 O | | | | 0.00
8.417 0.00 0.00 0.000 O | | | | 0.00
8.500 0.00 0.00 0.000 O | | | | 0.00
8.583 0.00 0.00 0.000 O | | | | 0.00
8.667 0.00 0.00 0.000 O | | | | 0.00
8.750 0.00 0.00 0.000 O | | | | 0.00
8.833 0.00 0.00 0.000 O | | | | 0.00
8.917 0.00 0.00 0.000 O | | | | 0.00
9.000 0.00 0.00 0.000 O | | | | 0.00
9.083 0.00 0.00 0.000 O | | | | 0.00
9.167 0.00 0.00 0.000 O | | | | 0.00
9.250 0.00 0.00 0.000 O | | | | 0.00
9.333 0.00 0.00 0.000 O | | | | 0.00
9.417 0.00 0.00 0.000 O | | | | 0.00
9.500 0.00 0.00 0.000 O | | | | 0.00
9.583 0.00 0.00 0.000 O | | | | 0.00
9.667 0.00 0.00 0.000 O | | | | 0.00
9.750 0.00 0.00 0.000 O | | | | 0.00
9.833 0.00 0.00 0.000 O | | | | 0.00
9.917 0.00 0.00 0.000 O | | | | 0.00
10.000 0.00 0.00 0.000 O | | | | 0.00
10.083 0.00 0.00 0.000 O | | | | 0.00
10.167 0.00 0.00 0.000 O | | | | 0.00
10.250 0.00 0.00 0.000 O | | | | 0.00
10.333 0.00 0.00 0.000 O | | | | 0.00
10.417 0.00 0.00 0.000 O | | | | 0.00
10.500 0.00 0.00 0.000 O | | | | 0.00
10.583 0.00 0.00 0.000 O | | | | 0.00
10.667 0.00 0.00 0.000 O | | | | 0.00
10.750 0.00 0.00 0.000 O | | | | 0.00
10.833 0.00 0.00 0.000 O | | | | 0.00
10.917 0.00 0.00 0.000 O | | | | 0.00
11.000 0.00 0.00 0.000 O | | | | 0.00
11.083 0.00 0.00 0.000 O | | | | 0.00
11.167 0.00 0.00 0.000 O | | | | 0.00
11.250 0.00 0.00 0.000 O | | | | 0.00
11.333 0.00 0.00 0.000 O | | | | 0.00
11.417 0.00 0.00 0.000 O | | | | 0.00
11.500 0.00 0.00 0.000 O | | | | 0.00
11.583 0.00 0.00 0.000 O | | | | 0.00
11.667 0.00 0.00 0.000 O | | | | 0.00
11.750 0.00 0.00 0.000 O | | | | 0.00
11.833 0.00 0.00 0.000 O | | | | 0.00
11.917 0.00 0.00 0.000 O | | | | 0.00
12.000 0.00 0.00 0.000 O | | | | 0.00
12.083 0.00 0.00 0.000 O | | | | 0.00
12.167 0.00 0.00 0.000 O | | | | 0.00
12.250 0.00 0.00 0.000 O | | | | 0.00
12.333 0.00 0.00 0.000 O | | | | 0.00
12.417 0.00 0.00 0.000 O | | | | 0.00
12.500 0.00 0.00 0.000 O | | | | 0.00
12.583 0.00 0.00 0.000 O | | | | 0.00
12.667 0.00 0.00 0.000 O | | | | 0.00
12.750 0.00 0.00 0.000 O | | | | 0.00
12.833 0.00 0.00 0.000 O | | | | 0.00
12.917 0.00 0.00 0.000 O | | | | 0.00
13.000 0.00 0.00 0.000 O | | | | 0.00
13.083 0.00 0.00 0.000 O | | | | 0.00
13.167 0.00 0.00 0.000 O | | | | 0.00
13.250 0.00 0.00 0.000 O | | | | 0.00
13.333 0.00 0.00 0.000 O | | | | 0.00
13.417 0.00 0.00 0.000 O | | | | 0.00
13.500 0.00 0.00 0.000 O | | | | 0.00
13.583 0.00 0.00 0.000 O | | | | 0.00
13.667 0.00 0.00 0.000 O | | | | 0.00
13.750 0.00 0.00 0.000 O | | | | 0.00
13.833 0.00 0.00 0.000 O | | | | 0.00
13.917 0.00 0.00 0.000 O | | | | 0.00
14.000 0.00 0.00 0.000 O | | | | 0.00
14.083 0.00 0.00 0.000 O | | | | 0.00
14.167 0.00 0.00 0.000 O | | | | 0.00
14.250 0.00 0.00 0.000 O | | | | 0.00
14.333 0.00 0.00 0.000 O | | | | 0.00
14.417 0.00 0.00 0.000 O | | | | 0.00
14.500 0.00 0.00 0.000 O | | | | 0.00
14.583 0.00 0.00 0.000 O | | | | 0.00
14.667 0.00 0.00 0.000 O | | | | 0.00
14.750 0.00 0.00 0.000 O | | | | 0.00
14.833 0.00 0.00 0.000 O | | | | 0.00
14.917 0.00 0.00 0.000 O | | | | 0.00
15.000 0.00 0.00 0.000 O | | | | 0.00
15.083 0.00 0.00 0.000 O | | | | 0.00
15.167 0.00 0.00 0.000 O | | | | 0.00
15.250 0.00 0.00 0.000 O | | | | 0.00
15.333 0.00 0.00 0.000 O | | | | 0.00
15.417 0.06 0.04 0.000 O | | | | 0.00
15.500 0.42 0.28 0.001 |O | | | | 0.01
15.583 0.86 0.41 0.003 |O I | | | | 0.20
15.667 1.12 0.41 0.007 |O I | | | | 0.77
15.750 1.32 0.41 0.012 |O I | | | | 1.20
15.833 1.58 0.41 0.019 |O I | | | | 1.42
15.917 1.95 0.41 0.029 |O I| | | | 1.70
16.000 2.61 0.41 0.042 |O | I | | | 2.10
16.083 4.32 0.41 0.063 |O | I | | 2.74
16.167 8.04 0.41 0.102 |O | | | I| 3.64
16.250 8.16 0.41 0.155 |O | | | I 4.87
16.333 4.12 0.41 0.195 |O | I | | 5.89
16.417 2.02 0.41 0.213 |O I| | | | 6.38
16.500 1.01 0.41 0.221 |O I | | | | 6.63
16.583 0.26 0.41 0.222 |O | | | | 6.68
16.667 0.06 0.41 0.221 IO | | | | 6.62
16.750 0.02 0.41 0.218 IO | | | | 6.54
16.833 0.00 0.41 0.215 IO | | | | 6.45
16.917 0.00 0.41 0.213 IO | | | | 6.36
17.000 0.00 0.41 0.210 IO | | | | 6.27
17.083 0.00 0.41 0.207 IO | | | | 6.20
17.167 0.00 0.41 0.204 IO | | | | 6.12
17.250 0.00 0.41 0.201 IO | | | | 6.05
17.333 0.00 0.41 0.198 IO | | | | 5.98
17.417 0.00 0.41 0.196 IO | | | | 5.91
17.500 0.00 0.41 0.193 IO | | | | 5.83
17.583 0.00 0.41 0.190 IO | | | | 5.76
17.667 0.00 0.41 0.187 IO | | | | 5.69
17.750 0.00 0.41 0.184 IO | | | | 5.62
17.833 0.00 0.41 0.182 IO | | | | 5.54
17.917 0.00 0.41 0.179 IO | | | | 5.47
18.000 0.00 0.41 0.176 IO | | | | 5.40
18.083 0.00 0.41 0.173 IO | | | | 5.33
18.167 0.00 0.41 0.170 IO | | | | 5.25
18.250 0.00 0.41 0.167 IO | | | | 5.18
18.333 0.00 0.41 0.165 IO | | | | 5.11
18.417 0.00 0.41 0.162 IO | | | | 5.03
18.500 0.00 0.41 0.159 IO | | | | 4.96
18.583 0.00 0.41 0.156 IO | | | | 4.89
18.667 0.00 0.41 0.153 IO | | | | 4.82
18.750 0.00 0.41 0.150 IO | | | | 4.74
18.833 0.00 0.41 0.148 IO | | | | 4.67
18.917 0.00 0.41 0.145 IO | | | | 4.60
19.000 0.00 0.41 0.142 IO | | | | 4.53
19.083 0.00 0.41 0.139 IO | | | | 4.46
19.167 0.00 0.41 0.136 IO | | | | 4.40
19.250 0.00 0.41 0.134 IO | | | | 4.33
19.333 0.00 0.41 0.131 IO | | | | 4.27
19.417 0.00 0.41 0.128 IO | | | | 4.21
19.500 0.00 0.41 0.125 IO | | | | 4.14
19.583 0.00 0.41 0.122 IO | | | | 4.08
19.667 0.00 0.41 0.119 IO | | | | 4.02
19.750 0.00 0.41 0.117 IO | | | | 3.95
19.833 0.00 0.41 0.114 IO | | | | 3.89
19.917 0.00 0.41 0.111 IO | | | | 3.83
20.000 0.00 0.41 0.108 IO | | | | 3.76
20.083 0.00 0.41 0.105 IO | | | | 3.70
20.167 0.00 0.41 0.103 IO | | | | 3.64
20.250 0.00 0.41 0.100 IO | | | | 3.57
20.333 0.00 0.41 0.097 IO | | | | 3.51
20.417 0.00 0.41 0.094 IO | | | | 3.45
20.500 0.00 0.41 0.091 IO | | | | 3.38
20.583 0.00 0.41 0.088 IO | | | | 3.32
20.667 0.00 0.41 0.086 IO | | | | 3.26
20.750 0.00 0.41 0.083 IO | | | | 3.19
20.833 0.00 0.41 0.080 IO | | | | 3.13
20.917 0.00 0.41 0.077 IO | | | | 3.07
21.000 0.00 0.41 0.074 IO | | | | 3.00
21.083 0.00 0.41 0.071 IO | | | | 2.94
21.167 0.00 0.41 0.069 IO | | | | 2.88
21.250 0.00 0.41 0.066 IO | | | | 2.81
21.333 0.00 0.41 0.063 IO | | | | 2.75
21.417 0.00 0.41 0.060 IO | | | | 2.66
21.500 0.00 0.41 0.057 IO | | | | 2.58
21.583 0.00 0.41 0.055 IO | | | | 2.49
21.667 0.00 0.41 0.052 IO | | | | 2.40
21.750 0.00 0.41 0.049 IO | | | | 2.32
21.833 0.00 0.41 0.046 IO | | | | 2.23
21.917 0.00 0.41 0.043 IO | | | | 2.15
22.000 0.00 0.41 0.040 IO | | | | 2.06
22.083 0.00 0.41 0.038 IO | | | | 1.97
22.167 0.00 0.41 0.035 IO | | | | 1.89
22.250 0.00 0.41 0.032 IO | | | | 1.80
22.333 0.00 0.41 0.029 IO | | | | 1.71
22.417 0.00 0.41 0.026 IO | | | | 1.63
22.500 0.00 0.41 0.023 IO | | | | 1.54
22.583 0.00 0.41 0.021 IO | | | | 1.46
22.667 0.00 0.41 0.018 IO | | | | 1.37
22.750 0.00 0.41 0.015 IO | | | | 1.28
22.833 0.00 0.41 0.012 IO | | | | 1.20
22.917 0.00 0.41 0.009 IO | | | | 1.11
23.000 0.00 0.41 0.007 IO | | | | 0.75
23.083 0.00 0.41 0.004 IO | | | | 0.34
23.167 0.00 0.39 0.001 IO | | | | 0.01
23.250 0.00 0.00 0.000 O | | | | 0.00
23.333 0.00 0.01 0.000 O | | | | 0.00
23.417 0.00 0.00 0.000 O | | | | 0.00
23.500 0.00 0.00 0.000 O | | | | 0.00
23.583 0.00 0.00 0.000 O | | | | 0.00
23.667 0.00 0.00 0.000 O | | | | 0.00
23.750 0.00 0.00 0.000 O | | | | 0.00
23.833 0.00 0.00 0.000 O | | | | 0.00
23.917 0.00 0.00 0.000 O | | | | 0.00
24.000 0.00 0.00 0.000 O | | | | 0.00
24.083 0.00 0.00 0.000 O | | | | 0.00
24.167 0.00 0.00 0.000 O | | | | 0.00
24.250 0.00 0.00 0.000 O | | | | 0.00
24.333 0.00 0.00 0.000 O | | | | 0.00
24.417 0.00 0.00 0.000 O | | | | 0.00
24.500 0.00 0.00 0.000 O | | | | 0.00 ****************************HYDROGRAPH DATA**************************** Number of intervals = 294
Time interval = 5.0 (Min.)
Maximum/Peak flow rate = 0.410 (CFS)
Total volume = 0.262 (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 ‐ 2005
Study date: 07/24/24
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐‐ JN 4113 FLOOD ROUTING
25 YEAR 3 HOUR STORM
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐ Program License Serial Number 5016
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐ ********************* HYDROGRAPH INFORMATION ********************** From study/file name: 4113UH25Y3H.rte
****************************HYDROGRAPH DATA**************************** Number of intervals = 41
Time interval = 5.0 (Min.)
Maximum/Peak flow rate = 10.272 (CFS)
Total volume = 0.336 (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 1.000 to Point/Station 2.000 **** RETARDING BASIN ROUTING ****
______________________________________________________________________ User entry of depth‐outflow‐storage data
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐ Total number of inflow hydrograph intervals = 41
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‐O*dt/2) (S+O*dt/2) (Ft.) (Ac.Ft) (CFS) (Ac.Ft) (Ac.Ft)
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐‐
0.000 0.000 0.000 0.000 0.000
0.010 0.001 0.410 ‐0.000 0.002
0.100 0.002 0.410 0.001 0.003
1.100 0.009 0.410 0.008 0.010
2.750 0.063 0.410 0.062 0.064
4.500 0.141 0.410 0.140 0.142
6.250 0.209 0.410 0.208 0.210
8.000 0.264 0.410 0.263 0.265
8.100 0.266 0.410 0.265 0.267
9.000 0.283 0.410 0.282 0.284
9.100 0.284 0.460 0.282 0.286
9.500 0.285 1.670 0.279 0.291
10.000 0.286 2.920 0.276 0.296
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐ 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 2.6 5.14 7.70 10.27 (Ft.)
0.083 0.00 0.00 0.000 O | | | | 0.00
0.167 0.00 0.00 0.000 O | | | | 0.00
0.250 0.00 0.00 0.000 O | | | | 0.00
0.333 0.00 0.00 0.000 O | | | | 0.00
0.417 0.00 0.00 0.000 O | | | | 0.00
0.500 0.00 0.00 0.000 O | | | | 0.00
0.583 0.00 0.00 0.000 O | | | | 0.00
0.667 0.00 0.00 0.000 O | | | | 0.00
0.750 0.00 0.00 0.000 O | | | | 0.00
0.833 0.00 0.00 0.000 O | | | | 0.00
0.917 0.00 0.00 0.000 O | | | | 0.00
1.000 0.00 0.00 0.000 O | | | | 0.00
1.083 0.00 0.00 0.000 O | | | | 0.00
1.167 0.00 0.00 0.000 O | | | | 0.00
1.250 0.00 0.00 0.000 O | | | | 0.00
1.333 0.00 0.00 0.000 O | | | | 0.00
1.417 0.09 0.05 0.000 O | | | | 0.00
1.500 0.57 0.37 0.001 |O | | | | 0.01
1.583 1.17 0.41 0.004 |O I | | | | 0.41
1.667 1.51 0.41 0.011 |O I | | | | 1.15
1.750 1.77 0.41 0.019 |O I | | | | 1.41
1.833 2.10 0.41 0.030 |O I | | | | 1.73
1.917 2.55 0.41 0.043 |O I| | | | 2.13
2.000 3.39 0.41 0.060 |O | I | | | 2.67
2.083 5.52 0.41 0.088 |O | |I | | 3.32
2.167 10.17 0.41 0.139 |O | | | I| 4.47
2.250 10.27 0.41 0.207 |O | | | I 6.20
2.333 5.24 0.41 0.258 |O | I | | 7.80
2.417 2.62 0.41 0.282 |O I | | | 8.94
2.500 1.33 2.44 0.286 | I O| | | | 9.81
2.583 0.34 0.41 0.282 |O | | | | 8.92
2.667 0.08 0.41 0.280 IO | | | | 8.85
2.750 0.02 0.41 0.278 IO | | | | 8.72
2.833 0.00 0.41 0.275 IO | | | | 8.58
2.917 0.00 0.41 0.272 IO | | | | 8.43
3.000 0.00 0.41 0.269 IO | | | | 8.28
3.083 0.00 0.41 0.267 IO | | | | 8.13
3.167 0.00 0.41 0.264 IO | | | | 7.99
3.250 0.00 0.41 0.261 IO | | | | 7.90
3.333 0.00 0.41 0.258 IO | | | | 7.81
3.417 0.00 0.41 0.255 IO | | | | 7.72
3.500 0.00 0.41 0.252 IO | | | | 7.63
3.583 0.00 0.41 0.250 IO | | | | 7.54
3.667 0.00 0.41 0.247 IO | | | | 7.45
3.750 0.00 0.41 0.244 IO | | | | 7.36
3.833 0.00 0.41 0.241 IO | | | | 7.27
3.917 0.00 0.41 0.238 IO | | | | 7.18
4.000 0.00 0.41 0.235 IO | | | | 7.09
4.083 0.00 0.41 0.233 IO | | | | 7.00
4.167 0.00 0.41 0.230 IO | | | | 6.91
4.250 0.00 0.41 0.227 IO | | | | 6.82
4.333 0.00 0.41 0.224 IO | | | | 6.73
4.417 0.00 0.41 0.221 IO | | | | 6.64
4.500 0.00 0.41 0.219 IO | | | | 6.55
4.583 0.00 0.41 0.216 IO | | | | 6.46
4.667 0.00 0.41 0.213 IO | | | | 6.37
4.750 0.00 0.41 0.210 IO | | | | 6.28
4.833 0.00 0.41 0.207 IO | | | | 6.20
4.917 0.00 0.41 0.204 IO | | | | 6.13
5.000 0.00 0.41 0.202 IO | | | | 6.06
5.083 0.00 0.41 0.199 IO | | | | 5.99
5.167 0.00 0.41 0.196 IO | | | | 5.91
5.250 0.00 0.41 0.193 IO | | | | 5.84
5.333 0.00 0.41 0.190 IO | | | | 5.77
5.417 0.00 0.41 0.187 IO | | | | 5.70
5.500 0.00 0.41 0.185 IO | | | | 5.62
5.583 0.00 0.41 0.182 IO | | | | 5.55
5.667 0.00 0.41 0.179 IO | | | | 5.48
5.750 0.00 0.41 0.176 IO | | | | 5.41
5.833 0.00 0.41 0.173 IO | | | | 5.33
5.917 0.00 0.41 0.171 IO | | | | 5.26
6.000 0.00 0.41 0.168 IO | | | | 5.19
6.083 0.00 0.41 0.165 IO | | | | 5.11
6.167 0.00 0.41 0.162 IO | | | | 5.04
6.250 0.00 0.41 0.159 IO | | | | 4.97
6.333 0.00 0.41 0.156 IO | | | | 4.90
6.417 0.00 0.41 0.154 IO | | | | 4.82
6.500 0.00 0.41 0.151 IO | | | | 4.75
6.583 0.00 0.41 0.148 IO | | | | 4.68
6.667 0.00 0.41 0.145 IO | | | | 4.61
6.750 0.00 0.41 0.142 IO | | | | 4.53
6.833 0.00 0.41 0.139 IO | | | | 4.47
6.917 0.00 0.41 0.137 IO | | | | 4.40
7.000 0.00 0.41 0.134 IO | | | | 4.34
7.083 0.00 0.41 0.131 IO | | | | 4.28
7.167 0.00 0.41 0.128 IO | | | | 4.21
7.250 0.00 0.41 0.125 IO | | | | 4.15
7.333 0.00 0.41 0.123 IO | | | | 4.09
7.417 0.00 0.41 0.120 IO | | | | 4.02
7.500 0.00 0.41 0.117 IO | | | | 3.96
7.583 0.00 0.41 0.114 IO | | | | 3.90
7.667 0.00 0.41 0.111 IO | | | | 3.83
7.750 0.00 0.41 0.108 IO | | | | 3.77
7.833 0.00 0.41 0.106 IO | | | | 3.71
7.917 0.00 0.41 0.103 IO | | | | 3.64
8.000 0.00 0.41 0.100 IO | | | | 3.58
8.083 0.00 0.41 0.097 IO | | | | 3.52
8.167 0.00 0.41 0.094 IO | | | | 3.45
8.250 0.00 0.41 0.091 IO | | | | 3.39
8.333 0.00 0.41 0.089 IO | | | | 3.33
8.417 0.00 0.41 0.086 IO | | | | 3.26
8.500 0.00 0.41 0.083 IO | | | | 3.20
8.583 0.00 0.41 0.080 IO | | | | 3.14
8.667 0.00 0.41 0.077 IO | | | | 3.07
8.750 0.00 0.41 0.075 IO | | | | 3.01
8.833 0.00 0.41 0.072 IO | | | | 2.95
8.917 0.00 0.41 0.069 IO | | | | 2.88
9.000 0.00 0.41 0.066 IO | | | | 2.82
9.083 0.00 0.41 0.063 IO | | | | 2.76
9.167 0.00 0.41 0.060 IO | | | | 2.67
9.250 0.00 0.41 0.058 IO | | | | 2.58
9.333 0.00 0.41 0.055 IO | | | | 2.50
9.417 0.00 0.41 0.052 IO | | | | 2.41
9.500 0.00 0.41 0.049 IO | | | | 2.33
9.583 0.00 0.41 0.046 IO | | | | 2.24
9.667 0.00 0.41 0.043 IO | | | | 2.15
9.750 0.00 0.41 0.041 IO | | | | 2.07
9.833 0.00 0.41 0.038 IO | | | | 1.98
9.917 0.00 0.41 0.035 IO | | | | 1.89
10.000 0.00 0.41 0.032 IO | | | | 1.81
10.083 0.00 0.41 0.029 IO | | | | 1.72
10.167 0.00 0.41 0.027 IO | | | | 1.64
10.250 0.00 0.41 0.024 IO | | | | 1.55
10.333 0.00 0.41 0.021 IO | | | | 1.46
10.417 0.00 0.41 0.018 IO | | | | 1.38
10.500 0.00 0.41 0.015 IO | | | | 1.29
10.583 0.00 0.41 0.012 IO | | | | 1.20
10.667 0.00 0.41 0.010 IO | | | | 1.12
10.750 0.00 0.41 0.007 IO | | | | 0.78
10.833 0.00 0.41 0.004 IO | | | | 0.38
10.917 0.00 0.41 0.001 IO | | | | 0.02
11.000 0.00 0.00 0.000 O | | | | 0.00 ****************************HYDROGRAPH DATA**************************** Number of intervals = 132
Time interval = 5.0 (Min.)
Maximum/Peak flow rate = 2.437 (CFS)
Total volume = 0.336 (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 ‐ 2005
Study date: 07/24/24
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐‐ JN 4113 FLOOD ROUTING
25 YEAR 24 HOUR STORM
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐ Program License Serial Number 5016
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐ ********************* HYDROGRAPH INFORMATION ********************** From study/file name: 4113UH25Y24H.rte
****************************HYDROGRAPH DATA**************************** Number of intervals = 293
Time interval = 5.0 (Min.)
Maximum/Peak flow rate = 10.272 (CFS)
Total volume = 0.336 (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 1.000 to Point/Station 2.000 **** RETARDING BASIN ROUTING ****
______________________________________________________________________ User entry of depth‐outflow‐storage data
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐ Total number of inflow hydrograph intervals = 293
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‐O*dt/2) (S+O*dt/2) (Ft.) (Ac.Ft) (CFS) (Ac.Ft) (Ac.Ft)
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐‐
0.000 0.000 0.000 0.000 0.000
0.010 0.001 0.410 ‐0.000 0.002
0.100 0.002 0.410 0.001 0.003
1.100 0.009 0.410 0.008 0.010
2.750 0.063 0.410 0.062 0.064
4.500 0.141 0.410 0.140 0.142
6.250 0.209 0.410 0.208 0.210
8.000 0.264 0.410 0.263 0.265
8.100 0.266 0.410 0.265 0.267
9.000 0.283 0.410 0.282 0.284
9.100 0.284 0.460 0.282 0.286
9.500 0.285 1.670 0.279 0.291
10.000 0.286 2.920 0.276 0.296
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐ 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 2.6 5.14 7.70 10.27 (Ft.)
0.083 0.00 0.00 0.000 O | | | | 0.00
0.167 0.00 0.00 0.000 O | | | | 0.00
0.250 0.00 0.00 0.000 O | | | | 0.00
0.333 0.00 0.00 0.000 O | | | | 0.00
0.417 0.00 0.00 0.000 O | | | | 0.00
0.500 0.00 0.00 0.000 O | | | | 0.00
0.583 0.00 0.00 0.000 O | | | | 0.00
0.667 0.00 0.00 0.000 O | | | | 0.00
0.750 0.00 0.00 0.000 O | | | | 0.00
0.833 0.00 0.00 0.000 O | | | | 0.00
0.917 0.00 0.00 0.000 O | | | | 0.00
1.000 0.00 0.00 0.000 O | | | | 0.00
1.083 0.00 0.00 0.000 O | | | | 0.00
1.167 0.00 0.00 0.000 O | | | | 0.00
1.250 0.00 0.00 0.000 O | | | | 0.00
1.333 0.00 0.00 0.000 O | | | | 0.00
1.417 0.00 0.00 0.000 O | | | | 0.00
1.500 0.00 0.00 0.000 O | | | | 0.00
1.583 0.00 0.00 0.000 O | | | | 0.00
1.667 0.00 0.00 0.000 O | | | | 0.00
1.750 0.00 0.00 0.000 O | | | | 0.00
1.833 0.00 0.00 0.000 O | | | | 0.00
1.917 0.00 0.00 0.000 O | | | | 0.00
2.000 0.00 0.00 0.000 O | | | | 0.00
2.083 0.00 0.00 0.000 O | | | | 0.00
2.167 0.00 0.00 0.000 O | | | | 0.00
2.250 0.00 0.00 0.000 O | | | | 0.00
2.333 0.00 0.00 0.000 O | | | | 0.00
2.417 0.00 0.00 0.000 O | | | | 0.00
2.500 0.00 0.00 0.000 O | | | | 0.00
2.583 0.00 0.00 0.000 O | | | | 0.00
2.667 0.00 0.00 0.000 O | | | | 0.00
2.750 0.00 0.00 0.000 O | | | | 0.00
2.833 0.00 0.00 0.000 O | | | | 0.00
2.917 0.00 0.00 0.000 O | | | | 0.00
3.000 0.00 0.00 0.000 O | | | | 0.00
3.083 0.00 0.00 0.000 O | | | | 0.00
3.167 0.00 0.00 0.000 O | | | | 0.00
3.250 0.00 0.00 0.000 O | | | | 0.00
3.333 0.00 0.00 0.000 O | | | | 0.00
3.417 0.00 0.00 0.000 O | | | | 0.00
3.500 0.00 0.00 0.000 O | | | | 0.00
3.583 0.00 0.00 0.000 O | | | | 0.00
3.667 0.00 0.00 0.000 O | | | | 0.00
3.750 0.00 0.00 0.000 O | | | | 0.00
3.833 0.00 0.00 0.000 O | | | | 0.00
3.917 0.00 0.00 0.000 O | | | | 0.00
4.000 0.00 0.00 0.000 O | | | | 0.00
4.083 0.00 0.00 0.000 O | | | | 0.00
4.167 0.00 0.00 0.000 O | | | | 0.00
4.250 0.00 0.00 0.000 O | | | | 0.00
4.333 0.00 0.00 0.000 O | | | | 0.00
4.417 0.00 0.00 0.000 O | | | | 0.00
4.500 0.00 0.00 0.000 O | | | | 0.00
4.583 0.00 0.00 0.000 O | | | | 0.00
4.667 0.00 0.00 0.000 O | | | | 0.00
4.750 0.00 0.00 0.000 O | | | | 0.00
4.833 0.00 0.00 0.000 O | | | | 0.00
4.917 0.00 0.00 0.000 O | | | | 0.00
5.000 0.00 0.00 0.000 O | | | | 0.00
5.083 0.00 0.00 0.000 O | | | | 0.00
5.167 0.00 0.00 0.000 O | | | | 0.00
5.250 0.00 0.00 0.000 O | | | | 0.00
5.333 0.00 0.00 0.000 O | | | | 0.00
5.417 0.00 0.00 0.000 O | | | | 0.00
5.500 0.00 0.00 0.000 O | | | | 0.00
5.583 0.00 0.00 0.000 O | | | | 0.00
5.667 0.00 0.00 0.000 O | | | | 0.00
5.750 0.00 0.00 0.000 O | | | | 0.00
5.833 0.00 0.00 0.000 O | | | | 0.00
5.917 0.00 0.00 0.000 O | | | | 0.00
6.000 0.00 0.00 0.000 O | | | | 0.00
6.083 0.00 0.00 0.000 O | | | | 0.00
6.167 0.00 0.00 0.000 O | | | | 0.00
6.250 0.00 0.00 0.000 O | | | | 0.00
6.333 0.00 0.00 0.000 O | | | | 0.00
6.417 0.00 0.00 0.000 O | | | | 0.00
6.500 0.00 0.00 0.000 O | | | | 0.00
6.583 0.00 0.00 0.000 O | | | | 0.00
6.667 0.00 0.00 0.000 O | | | | 0.00
6.750 0.00 0.00 0.000 O | | | | 0.00
6.833 0.00 0.00 0.000 O | | | | 0.00
6.917 0.00 0.00 0.000 O | | | | 0.00
7.000 0.00 0.00 0.000 O | | | | 0.00
7.083 0.00 0.00 0.000 O | | | | 0.00
7.167 0.00 0.00 0.000 O | | | | 0.00
7.250 0.00 0.00 0.000 O | | | | 0.00
7.333 0.00 0.00 0.000 O | | | | 0.00
7.417 0.00 0.00 0.000 O | | | | 0.00
7.500 0.00 0.00 0.000 O | | | | 0.00
7.583 0.00 0.00 0.000 O | | | | 0.00
7.667 0.00 0.00 0.000 O | | | | 0.00
7.750 0.00 0.00 0.000 O | | | | 0.00
7.833 0.00 0.00 0.000 O | | | | 0.00
7.917 0.00 0.00 0.000 O | | | | 0.00
8.000 0.00 0.00 0.000 O | | | | 0.00
8.083 0.00 0.00 0.000 O | | | | 0.00
8.167 0.00 0.00 0.000 O | | | | 0.00
8.250 0.00 0.00 0.000 O | | | | 0.00
8.333 0.00 0.00 0.000 O | | | | 0.00
8.417 0.00 0.00 0.000 O | | | | 0.00
8.500 0.00 0.00 0.000 O | | | | 0.00
8.583 0.00 0.00 0.000 O | | | | 0.00
8.667 0.00 0.00 0.000 O | | | | 0.00
8.750 0.00 0.00 0.000 O | | | | 0.00
8.833 0.00 0.00 0.000 O | | | | 0.00
8.917 0.00 0.00 0.000 O | | | | 0.00
9.000 0.00 0.00 0.000 O | | | | 0.00
9.083 0.00 0.00 0.000 O | | | | 0.00
9.167 0.00 0.00 0.000 O | | | | 0.00
9.250 0.00 0.00 0.000 O | | | | 0.00
9.333 0.00 0.00 0.000 O | | | | 0.00
9.417 0.00 0.00 0.000 O | | | | 0.00
9.500 0.00 0.00 0.000 O | | | | 0.00
9.583 0.00 0.00 0.000 O | | | | 0.00
9.667 0.00 0.00 0.000 O | | | | 0.00
9.750 0.00 0.00 0.000 O | | | | 0.00
9.833 0.00 0.00 0.000 O | | | | 0.00
9.917 0.00 0.00 0.000 O | | | | 0.00
10.000 0.00 0.00 0.000 O | | | | 0.00
10.083 0.00 0.00 0.000 O | | | | 0.00
10.167 0.00 0.00 0.000 O | | | | 0.00
10.250 0.00 0.00 0.000 O | | | | 0.00
10.333 0.00 0.00 0.000 O | | | | 0.00
10.417 0.00 0.00 0.000 O | | | | 0.00
10.500 0.00 0.00 0.000 O | | | | 0.00
10.583 0.00 0.00 0.000 O | | | | 0.00
10.667 0.00 0.00 0.000 O | | | | 0.00
10.750 0.00 0.00 0.000 O | | | | 0.00
10.833 0.00 0.00 0.000 O | | | | 0.00
10.917 0.00 0.00 0.000 O | | | | 0.00
11.000 0.00 0.00 0.000 O | | | | 0.00
11.083 0.00 0.00 0.000 O | | | | 0.00
11.167 0.00 0.00 0.000 O | | | | 0.00
11.250 0.00 0.00 0.000 O | | | | 0.00
11.333 0.00 0.00 0.000 O | | | | 0.00
11.417 0.00 0.00 0.000 O | | | | 0.00
11.500 0.00 0.00 0.000 O | | | | 0.00
11.583 0.00 0.00 0.000 O | | | | 0.00
11.667 0.00 0.00 0.000 O | | | | 0.00
11.750 0.00 0.00 0.000 O | | | | 0.00
11.833 0.00 0.00 0.000 O | | | | 0.00
11.917 0.00 0.00 0.000 O | | | | 0.00
12.000 0.00 0.00 0.000 O | | | | 0.00
12.083 0.00 0.00 0.000 O | | | | 0.00
12.167 0.00 0.00 0.000 O | | | | 0.00
12.250 0.00 0.00 0.000 O | | | | 0.00
12.333 0.00 0.00 0.000 O | | | | 0.00
12.417 0.00 0.00 0.000 O | | | | 0.00
12.500 0.00 0.00 0.000 O | | | | 0.00
12.583 0.00 0.00 0.000 O | | | | 0.00
12.667 0.00 0.00 0.000 O | | | | 0.00
12.750 0.00 0.00 0.000 O | | | | 0.00
12.833 0.00 0.00 0.000 O | | | | 0.00
12.917 0.00 0.00 0.000 O | | | | 0.00
13.000 0.00 0.00 0.000 O | | | | 0.00
13.083 0.00 0.00 0.000 O | | | | 0.00
13.167 0.00 0.00 0.000 O | | | | 0.00
13.250 0.00 0.00 0.000 O | | | | 0.00
13.333 0.00 0.00 0.000 O | | | | 0.00
13.417 0.00 0.00 0.000 O | | | | 0.00
13.500 0.00 0.00 0.000 O | | | | 0.00
13.583 0.00 0.00 0.000 O | | | | 0.00
13.667 0.00 0.00 0.000 O | | | | 0.00
13.750 0.00 0.00 0.000 O | | | | 0.00
13.833 0.00 0.00 0.000 O | | | | 0.00
13.917 0.00 0.00 0.000 O | | | | 0.00
14.000 0.00 0.00 0.000 O | | | | 0.00
14.083 0.00 0.00 0.000 O | | | | 0.00
14.167 0.00 0.00 0.000 O | | | | 0.00
14.250 0.00 0.00 0.000 O | | | | 0.00
14.333 0.00 0.00 0.000 O | | | | 0.00
14.417 0.00 0.00 0.000 O | | | | 0.00
14.500 0.00 0.00 0.000 O | | | | 0.00
14.583 0.00 0.00 0.000 O | | | | 0.00
14.667 0.00 0.00 0.000 O | | | | 0.00
14.750 0.00 0.00 0.000 O | | | | 0.00
14.833 0.00 0.00 0.000 O | | | | 0.00
14.917 0.00 0.00 0.000 O | | | | 0.00
15.000 0.00 0.00 0.000 O | | | | 0.00
15.083 0.00 0.00 0.000 O | | | | 0.00
15.167 0.00 0.00 0.000 O | | | | 0.00
15.250 0.00 0.00 0.000 O | | | | 0.00
15.333 0.00 0.00 0.000 O | | | | 0.00
15.417 0.09 0.05 0.000 O | | | | 0.00
15.500 0.57 0.37 0.001 |O | | | | 0.01
15.583 1.17 0.41 0.004 |O I | | | | 0.41
15.667 1.51 0.41 0.011 |O I | | | | 1.15
15.750 1.77 0.41 0.019 |O I | | | | 1.41
15.833 2.10 0.41 0.030 |O I | | | | 1.73
15.917 2.55 0.41 0.043 |O I| | | | 2.13
16.000 3.39 0.41 0.060 |O | I | | | 2.67
16.083 5.52 0.41 0.088 |O | |I | | 3.32
16.167 10.17 0.41 0.139 |O | | | I| 4.47
16.250 10.27 0.41 0.207 |O | | | I 6.20
16.333 5.24 0.41 0.258 |O | I | | 7.80
16.417 2.62 0.41 0.282 |O I | | | 8.94
16.500 1.33 2.44 0.286 | I O| | | | 9.81
16.583 0.34 0.41 0.282 |O | | | | 8.92
16.667 0.08 0.41 0.280 IO | | | | 8.85
16.750 0.02 0.41 0.278 IO | | | | 8.72
16.833 0.00 0.41 0.275 IO | | | | 8.58
16.917 0.00 0.41 0.272 IO | | | | 8.43
17.000 0.00 0.41 0.269 IO | | | | 8.28
17.083 0.00 0.41 0.267 IO | | | | 8.13
17.167 0.00 0.41 0.264 IO | | | | 7.99
17.250 0.00 0.41 0.261 IO | | | | 7.90
17.333 0.00 0.41 0.258 IO | | | | 7.81
17.417 0.00 0.41 0.255 IO | | | | 7.72
17.500 0.00 0.41 0.252 IO | | | | 7.63
17.583 0.00 0.41 0.250 IO | | | | 7.54
17.667 0.00 0.41 0.247 IO | | | | 7.45
17.750 0.00 0.41 0.244 IO | | | | 7.36
17.833 0.00 0.41 0.241 IO | | | | 7.27
17.917 0.00 0.41 0.238 IO | | | | 7.18
18.000 0.00 0.41 0.236 IO | | | | 7.09
18.083 0.00 0.41 0.233 IO | | | | 7.00
18.167 0.00 0.41 0.230 IO | | | | 6.92
18.250 0.00 0.41 0.227 IO | | | | 6.83
18.333 0.00 0.41 0.224 IO | | | | 6.74
18.417 0.00 0.41 0.221 IO | | | | 6.65
18.500 0.00 0.41 0.219 IO | | | | 6.56
18.583 0.00 0.41 0.216 IO | | | | 6.47
18.667 0.00 0.41 0.213 IO | | | | 6.38
18.750 0.00 0.41 0.210 IO | | | | 6.29
18.833 0.00 0.41 0.207 IO | | | | 6.21
18.917 0.00 0.41 0.205 IO | | | | 6.13
19.000 0.00 0.41 0.202 IO | | | | 6.06
19.083 0.00 0.41 0.199 IO | | | | 5.99
19.167 0.00 0.41 0.196 IO | | | | 5.92
19.250 0.00 0.41 0.193 IO | | | | 5.84
19.333 0.00 0.41 0.190 IO | | | | 5.77
19.417 0.00 0.41 0.188 IO | | | | 5.70
19.500 0.00 0.41 0.185 IO | | | | 5.63
19.583 0.00 0.41 0.182 IO | | | | 5.55
19.667 0.00 0.41 0.179 IO | | | | 5.48
19.750 0.00 0.41 0.176 IO | | | | 5.41
19.833 0.00 0.41 0.173 IO | | | | 5.34
19.917 0.00 0.41 0.171 IO | | | | 5.26
20.000 0.00 0.41 0.168 IO | | | | 5.19
20.083 0.00 0.41 0.165 IO | | | | 5.12
20.167 0.00 0.41 0.162 IO | | | | 5.05
20.250 0.00 0.41 0.159 IO | | | | 4.97
20.333 0.00 0.41 0.157 IO | | | | 4.90
20.417 0.00 0.41 0.154 IO | | | | 4.83
20.500 0.00 0.41 0.151 IO | | | | 4.75
20.583 0.00 0.41 0.148 IO | | | | 4.68
20.667 0.00 0.41 0.145 IO | | | | 4.61
20.750 0.00 0.41 0.142 IO | | | | 4.54
20.833 0.00 0.41 0.140 IO | | | | 4.47
20.917 0.00 0.41 0.137 IO | | | | 4.41
21.000 0.00 0.41 0.134 IO | | | | 4.34
21.083 0.00 0.41 0.131 IO | | | | 4.28
21.167 0.00 0.41 0.128 IO | | | | 4.22
21.250 0.00 0.41 0.125 IO | | | | 4.15
21.333 0.00 0.41 0.123 IO | | | | 4.09
21.417 0.00 0.41 0.120 IO | | | | 4.03
21.500 0.00 0.41 0.117 IO | | | | 3.96
21.583 0.00 0.41 0.114 IO | | | | 3.90
21.667 0.00 0.41 0.111 IO | | | | 3.84
21.750 0.00 0.41 0.109 IO | | | | 3.77
21.833 0.00 0.41 0.106 IO | | | | 3.71
21.917 0.00 0.41 0.103 IO | | | | 3.65
22.000 0.00 0.41 0.100 IO | | | | 3.58
22.083 0.00 0.41 0.097 IO | | | | 3.52
22.167 0.00 0.41 0.094 IO | | | | 3.46
22.250 0.00 0.41 0.092 IO | | | | 3.39
22.333 0.00 0.41 0.089 IO | | | | 3.33
22.417 0.00 0.41 0.086 IO | | | | 3.27
22.500 0.00 0.41 0.083 IO | | | | 3.20
22.583 0.00 0.41 0.080 IO | | | | 3.14
22.667 0.00 0.41 0.077 IO | | | | 3.08
22.750 0.00 0.41 0.075 IO | | | | 3.01
22.833 0.00 0.41 0.072 IO | | | | 2.95
22.917 0.00 0.41 0.069 IO | | | | 2.89
23.000 0.00 0.41 0.066 IO | | | | 2.82
23.083 0.00 0.41 0.063 IO | | | | 2.76
23.167 0.00 0.41 0.061 IO | | | | 2.68
23.250 0.00 0.41 0.058 IO | | | | 2.59
23.333 0.00 0.41 0.055 IO | | | | 2.50
23.417 0.00 0.41 0.052 IO | | | | 2.42
23.500 0.00 0.41 0.049 IO | | | | 2.33
23.583 0.00 0.41 0.046 IO | | | | 2.24
23.667 0.00 0.41 0.044 IO | | | | 2.16
23.750 0.00 0.41 0.041 IO | | | | 2.07
23.833 0.00 0.41 0.038 IO | | | | 1.99
23.917 0.00 0.41 0.035 IO | | | | 1.90
24.000 0.00 0.41 0.032 IO | | | | 1.81
24.083 0.00 0.41 0.030 IO | | | | 1.73
24.167 0.00 0.41 0.027 IO | | | | 1.64
24.250 0.00 0.41 0.024 IO | | | | 1.55
24.333 0.00 0.41 0.021 IO | | | | 1.47
24.417 0.00 0.41 0.018 IO | | | | 1.38
24.500 0.00 0.41 0.015 IO | | | | 1.30
24.583 0.00 0.41 0.013 IO | | | | 1.21
24.667 0.00 0.41 0.010 IO | | | | 1.12
24.750 0.00 0.41 0.007 IO | | | | 0.80
24.833 0.00 0.41 0.004 IO | | | | 0.40
24.917 0.00 0.41 0.001 IO | | | | 0.03
25.000 0.00 0.00 0.000 O | | | | 0.00 ****************************HYDROGRAPH DATA**************************** Number of intervals = 300
Time interval = 5.0 (Min.)
Maximum/Peak flow rate = 2.437 (CFS)
Total volume = 0.336 (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 ‐ 2005
Study date: 07/01/24
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐‐ JN 4113 FLOOD ROUTING
100 YEAR 3 HOUR STORM
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐ Program License Serial Number 5016
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐ ********************* HYDROGRAPH INFORMATION ********************** From study/file name: 4113UH100Y3H.rte
****************************HYDROGRAPH DATA**************************** Number of intervals = 41
Time interval = 5.0 (Min.)
Maximum/Peak flow rate = 13.573 (CFS)
Total volume = 0.457 (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 1.000 to Point/Station 2.000 **** RETARDING BASIN ROUTING ****
______________________________________________________________________ User entry of depth‐outflow‐storage data
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐ Total number of inflow hydrograph intervals = 41
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‐O*dt/2) (S+O*dt/2) (Ft.) (Ac.Ft) (CFS) (Ac.Ft) (Ac.Ft)
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐‐
0.000 0.000 0.000 0.000 0.000
0.010 0.001 0.410 ‐0.000 0.002
0.100 0.002 0.410 0.001 0.003
1.100 0.009 0.410 0.008 0.010
2.750 0.063 0.410 0.062 0.064
4.500 0.141 0.410 0.140 0.142
6.250 0.209 0.410 0.208 0.210
8.000 0.264 0.410 0.263 0.265
8.100 0.266 0.410 0.265 0.267
9.000 0.283 0.410 0.282 0.284
9.100 0.284 0.460 0.282 0.286
9.500 0.285 1.670 0.279 0.291
10.000 0.286 2.920 0.276 0.296
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐ 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 3.4 6.79 10.18 13.57 (Ft.)
0.083 0.00 0.00 0.000 O | | | | 0.00
0.167 0.00 0.00 0.000 O | | | | 0.00
0.250 0.00 0.00 0.000 O | | | | 0.00
0.333 0.00 0.00 0.000 O | | | | 0.00
0.417 0.00 0.00 0.000 O | | | | 0.00
0.500 0.00 0.00 0.000 O | | | | 0.00
0.583 0.00 0.00 0.000 O | | | | 0.00
0.667 0.00 0.00 0.000 O | | | | 0.00
0.750 0.00 0.00 0.000 O | | | | 0.00
0.833 0.00 0.00 0.000 O | | | | 0.00
0.917 0.00 0.00 0.000 O | | | | 0.00
1.000 0.00 0.00 0.000 O | | | | 0.00
1.083 0.00 0.00 0.000 O | | | | 0.00
1.167 0.00 0.00 0.000 O | | | | 0.00
1.250 0.00 0.00 0.000 O | | | | 0.00
1.333 0.00 0.00 0.000 O | | | | 0.00
1.417 0.13 0.08 0.000 O | | | | 0.00
1.500 0.84 0.41 0.002 OI | | | | 0.09
1.583 1.73 0.41 0.008 O I | | | | 0.94
1.667 2.20 0.41 0.019 O I | | | | 1.39
1.750 2.55 0.41 0.032 O I | | | | 1.81
1.833 2.98 0.41 0.048 O I| | | | 2.30
1.917 3.57 0.41 0.068 O I | | | 2.86
2.000 4.66 0.41 0.094 O | I | | | 3.44
2.083 7.44 0.41 0.132 O | |I | | 4.31
2.167 13.50 0.41 0.202 O | | | I| 6.06
2.250 13.57 2.34 0.286 | O | | | I 9.77
2.333 7.02 11.25 0.296 | | I | O 14.93
2.417 3.62 0.41 0.279 O I | | | 8.76
2.500 1.86 2.91 0.286 | I O | | | | 9.99
2.583 0.49 0.41 0.283 OI | | | | 8.98
2.667 0.12 0.41 0.282 O | | | | 8.94
2.750 0.03 0.41 0.280 O | | | | 8.82
2.833 0.00 0.41 0.277 O | | | | 8.68
2.917 0.00 0.41 0.274 O | | | | 8.53
3.000 0.00 0.41 0.271 O | | | | 8.38
3.083 0.00 0.41 0.268 O | | | | 8.23
3.167 0.00 0.41 0.266 O | | | | 8.08
3.250 0.00 0.41 0.263 O | | | | 7.96
3.333 0.00 0.41 0.260 O | | | | 7.87
3.417 0.00 0.41 0.257 O | | | | 7.78
3.500 0.00 0.41 0.254 O | | | | 7.69
3.583 0.00 0.41 0.251 O | | | | 7.60
3.667 0.00 0.41 0.249 O | | | | 7.51
3.750 0.00 0.41 0.246 O | | | | 7.42
3.833 0.00 0.41 0.243 O | | | | 7.33
3.917 0.00 0.41 0.240 O | | | | 7.24
4.000 0.00 0.41 0.237 O | | | | 7.15
4.083 0.00 0.41 0.235 O | | | | 7.06
4.167 0.00 0.41 0.232 O | | | | 6.97
4.250 0.00 0.41 0.229 O | | | | 6.88
4.333 0.00 0.41 0.226 O | | | | 6.79
4.417 0.00 0.41 0.223 O | | | | 6.70
4.500 0.00 0.41 0.220 O | | | | 6.61
4.583 0.00 0.41 0.218 O | | | | 6.52
4.667 0.00 0.41 0.215 O | | | | 6.43
4.750 0.00 0.41 0.212 O | | | | 6.34
4.833 0.00 0.41 0.209 O | | | | 6.25
4.917 0.00 0.41 0.206 O | | | | 6.18
5.000 0.00 0.41 0.203 O | | | | 6.11
5.083 0.00 0.41 0.201 O | | | | 6.04
5.167 0.00 0.41 0.198 O | | | | 5.96
5.250 0.00 0.41 0.195 O | | | | 5.89
5.333 0.00 0.41 0.192 O | | | | 5.82
5.417 0.00 0.41 0.189 O | | | | 5.74
5.500 0.00 0.41 0.187 O | | | | 5.67
5.583 0.00 0.41 0.184 O | | | | 5.60
5.667 0.00 0.41 0.181 O | | | | 5.53
5.750 0.00 0.41 0.178 O | | | | 5.45
5.833 0.00 0.41 0.175 O | | | | 5.38
5.917 0.00 0.41 0.172 O | | | | 5.31
6.000 0.00 0.41 0.170 O | | | | 5.24
6.083 0.00 0.41 0.167 O | | | | 5.16
6.167 0.00 0.41 0.164 O | | | | 5.09
6.250 0.00 0.41 0.161 O | | | | 5.02
6.333 0.00 0.41 0.158 O | | | | 4.95
6.417 0.00 0.41 0.155 O | | | | 4.87
6.500 0.00 0.41 0.153 O | | | | 4.80
6.583 0.00 0.41 0.150 O | | | | 4.73
6.667 0.00 0.41 0.147 O | | | | 4.65
6.750 0.00 0.41 0.144 O | | | | 4.58
6.833 0.00 0.41 0.141 O | | | | 4.51
6.917 0.00 0.41 0.139 O | | | | 4.44
7.000 0.00 0.41 0.136 O | | | | 4.38
7.083 0.00 0.41 0.133 O | | | | 4.32
7.167 0.00 0.41 0.130 O | | | | 4.25
7.250 0.00 0.41 0.127 O | | | | 4.19
7.333 0.00 0.41 0.124 O | | | | 4.13
7.417 0.00 0.41 0.122 O | | | | 4.06
7.500 0.00 0.41 0.119 O | | | | 4.00
7.583 0.00 0.41 0.116 O | | | | 3.94
7.667 0.00 0.41 0.113 O | | | | 3.87
7.750 0.00 0.41 0.110 O | | | | 3.81
7.833 0.00 0.41 0.107 O | | | | 3.75
7.917 0.00 0.41 0.105 O | | | | 3.68
8.000 0.00 0.41 0.102 O | | | | 3.62
8.083 0.00 0.41 0.099 O | | | | 3.56
8.167 0.00 0.41 0.096 O | | | | 3.49
8.250 0.00 0.41 0.093 O | | | | 3.43
8.333 0.00 0.41 0.091 O | | | | 3.37
8.417 0.00 0.41 0.088 O | | | | 3.30
8.500 0.00 0.41 0.085 O | | | | 3.24
8.583 0.00 0.41 0.082 O | | | | 3.18
8.667 0.00 0.41 0.079 O | | | | 3.11
8.750 0.00 0.41 0.076 O | | | | 3.05
8.833 0.00 0.41 0.074 O | | | | 2.99
8.917 0.00 0.41 0.071 O | | | | 2.92
9.000 0.00 0.41 0.068 O | | | | 2.86
9.083 0.00 0.41 0.065 O | | | | 2.80
9.167 0.00 0.41 0.062 O | | | | 2.73
9.250 0.00 0.41 0.059 O | | | | 2.64
9.333 0.00 0.41 0.057 O | | | | 2.56
9.417 0.00 0.41 0.054 O | | | | 2.47
9.500 0.00 0.41 0.051 O | | | | 2.38
9.583 0.00 0.41 0.048 O | | | | 2.30
9.667 0.00 0.41 0.045 O | | | | 2.21
9.750 0.00 0.41 0.043 O | | | | 2.12
9.833 0.00 0.41 0.040 O | | | | 2.04
9.917 0.00 0.41 0.037 O | | | | 1.95
10.000 0.00 0.41 0.034 O | | | | 1.87
10.083 0.00 0.41 0.031 O | | | | 1.78
10.167 0.00 0.41 0.028 O | | | | 1.69
10.250 0.00 0.41 0.026 O | | | | 1.61
10.333 0.00 0.41 0.023 O | | | | 1.52
10.417 0.00 0.41 0.020 O | | | | 1.43
10.500 0.00 0.41 0.017 O | | | | 1.35
10.583 0.00 0.41 0.014 O | | | | 1.26
10.667 0.00 0.41 0.011 O | | | | 1.18
10.750 0.00 0.41 0.009 O | | | | 1.05
10.833 0.00 0.41 0.006 O | | | | 0.65
10.917 0.00 0.41 0.003 O | | | | 0.24
11.000 0.00 0.27 0.001 O | | | | 0.01
11.083 0.00 0.00 0.000 O | | | | 0.00 ****************************HYDROGRAPH DATA**************************** Number of intervals = 133
Time interval = 5.0 (Min.)
Maximum/Peak flow rate = 11.254 (CFS)
Total volume = 0.457 (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 ‐ 2005
Study date: 07/01/24
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐‐ JN 4113 FLOOD ROUTING
100 YEAR 24 HOUR STORM
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐ Program License Serial Number 5016
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐ ********************* HYDROGRAPH INFORMATION ********************** From study/file name: 4113UH100Y24H.rte
****************************HYDROGRAPH DATA**************************** Number of intervals = 293
Time interval = 5.0 (Min.)
Maximum/Peak flow rate = 13.573 (CFS)
Total volume = 0.457 (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 1.000 to Point/Station 2.000 **** RETARDING BASIN ROUTING ****
______________________________________________________________________ User entry of depth‐outflow‐storage data
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐ Total number of inflow hydrograph intervals = 293
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‐O*dt/2) (S+O*dt/2) (Ft.) (Ac.Ft) (CFS) (Ac.Ft) (Ac.Ft)
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐‐
0.000 0.000 0.000 0.000 0.000
0.010 0.001 0.410 ‐0.000 0.002
0.100 0.002 0.410 0.001 0.003
1.100 0.009 0.410 0.008 0.010
2.750 0.063 0.410 0.062 0.064
4.500 0.141 0.410 0.140 0.142
6.250 0.209 0.410 0.208 0.210
8.000 0.264 0.410 0.263 0.265
8.100 0.266 0.410 0.265 0.267
9.000 0.283 0.410 0.282 0.284
9.100 0.284 0.460 0.282 0.286
9.500 0.285 1.670 0.279 0.291
10.000 0.286 2.920 0.276 0.296
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐‐‐‐ 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 3.4 6.79 10.18 13.57 (Ft.)
0.083 0.00 0.00 0.000 O | | | | 0.00
0.167 0.00 0.00 0.000 O | | | | 0.00
0.250 0.00 0.00 0.000 O | | | | 0.00
0.333 0.00 0.00 0.000 O | | | | 0.00
0.417 0.00 0.00 0.000 O | | | | 0.00
0.500 0.00 0.00 0.000 O | | | | 0.00
0.583 0.00 0.00 0.000 O | | | | 0.00
0.667 0.00 0.00 0.000 O | | | | 0.00
0.750 0.00 0.00 0.000 O | | | | 0.00
0.833 0.00 0.00 0.000 O | | | | 0.00
0.917 0.00 0.00 0.000 O | | | | 0.00
1.000 0.00 0.00 0.000 O | | | | 0.00
1.083 0.00 0.00 0.000 O | | | | 0.00
1.167 0.00 0.00 0.000 O | | | | 0.00
1.250 0.00 0.00 0.000 O | | | | 0.00
1.333 0.00 0.00 0.000 O | | | | 0.00
1.417 0.00 0.00 0.000 O | | | | 0.00
1.500 0.00 0.00 0.000 O | | | | 0.00
1.583 0.00 0.00 0.000 O | | | | 0.00
1.667 0.00 0.00 0.000 O | | | | 0.00
1.750 0.00 0.00 0.000 O | | | | 0.00
1.833 0.00 0.00 0.000 O | | | | 0.00
1.917 0.00 0.00 0.000 O | | | | 0.00
2.000 0.00 0.00 0.000 O | | | | 0.00
2.083 0.00 0.00 0.000 O | | | | 0.00
2.167 0.00 0.00 0.000 O | | | | 0.00
2.250 0.00 0.00 0.000 O | | | | 0.00
2.333 0.00 0.00 0.000 O | | | | 0.00
2.417 0.00 0.00 0.000 O | | | | 0.00
2.500 0.00 0.00 0.000 O | | | | 0.00
2.583 0.00 0.00 0.000 O | | | | 0.00
2.667 0.00 0.00 0.000 O | | | | 0.00
2.750 0.00 0.00 0.000 O | | | | 0.00
2.833 0.00 0.00 0.000 O | | | | 0.00
2.917 0.00 0.00 0.000 O | | | | 0.00
3.000 0.00 0.00 0.000 O | | | | 0.00
3.083 0.00 0.00 0.000 O | | | | 0.00
3.167 0.00 0.00 0.000 O | | | | 0.00
3.250 0.00 0.00 0.000 O | | | | 0.00
3.333 0.00 0.00 0.000 O | | | | 0.00
3.417 0.00 0.00 0.000 O | | | | 0.00
3.500 0.00 0.00 0.000 O | | | | 0.00
3.583 0.00 0.00 0.000 O | | | | 0.00
3.667 0.00 0.00 0.000 O | | | | 0.00
3.750 0.00 0.00 0.000 O | | | | 0.00
3.833 0.00 0.00 0.000 O | | | | 0.00
3.917 0.00 0.00 0.000 O | | | | 0.00
4.000 0.00 0.00 0.000 O | | | | 0.00
4.083 0.00 0.00 0.000 O | | | | 0.00
4.167 0.00 0.00 0.000 O | | | | 0.00
4.250 0.00 0.00 0.000 O | | | | 0.00
4.333 0.00 0.00 0.000 O | | | | 0.00
4.417 0.00 0.00 0.000 O | | | | 0.00
4.500 0.00 0.00 0.000 O | | | | 0.00
4.583 0.00 0.00 0.000 O | | | | 0.00
4.667 0.00 0.00 0.000 O | | | | 0.00
4.750 0.00 0.00 0.000 O | | | | 0.00
4.833 0.00 0.00 0.000 O | | | | 0.00
4.917 0.00 0.00 0.000 O | | | | 0.00
5.000 0.00 0.00 0.000 O | | | | 0.00
5.083 0.00 0.00 0.000 O | | | | 0.00
5.167 0.00 0.00 0.000 O | | | | 0.00
5.250 0.00 0.00 0.000 O | | | | 0.00
5.333 0.00 0.00 0.000 O | | | | 0.00
5.417 0.00 0.00 0.000 O | | | | 0.00
5.500 0.00 0.00 0.000 O | | | | 0.00
5.583 0.00 0.00 0.000 O | | | | 0.00
5.667 0.00 0.00 0.000 O | | | | 0.00
5.750 0.00 0.00 0.000 O | | | | 0.00
5.833 0.00 0.00 0.000 O | | | | 0.00
5.917 0.00 0.00 0.000 O | | | | 0.00
6.000 0.00 0.00 0.000 O | | | | 0.00
6.083 0.00 0.00 0.000 O | | | | 0.00
6.167 0.00 0.00 0.000 O | | | | 0.00
6.250 0.00 0.00 0.000 O | | | | 0.00
6.333 0.00 0.00 0.000 O | | | | 0.00
6.417 0.00 0.00 0.000 O | | | | 0.00
6.500 0.00 0.00 0.000 O | | | | 0.00
6.583 0.00 0.00 0.000 O | | | | 0.00
6.667 0.00 0.00 0.000 O | | | | 0.00
6.750 0.00 0.00 0.000 O | | | | 0.00
6.833 0.00 0.00 0.000 O | | | | 0.00
6.917 0.00 0.00 0.000 O | | | | 0.00
7.000 0.00 0.00 0.000 O | | | | 0.00
7.083 0.00 0.00 0.000 O | | | | 0.00
7.167 0.00 0.00 0.000 O | | | | 0.00
7.250 0.00 0.00 0.000 O | | | | 0.00
7.333 0.00 0.00 0.000 O | | | | 0.00
7.417 0.00 0.00 0.000 O | | | | 0.00
7.500 0.00 0.00 0.000 O | | | | 0.00
7.583 0.00 0.00 0.000 O | | | | 0.00
7.667 0.00 0.00 0.000 O | | | | 0.00
7.750 0.00 0.00 0.000 O | | | | 0.00
7.833 0.00 0.00 0.000 O | | | | 0.00
7.917 0.00 0.00 0.000 O | | | | 0.00
8.000 0.00 0.00 0.000 O | | | | 0.00
8.083 0.00 0.00 0.000 O | | | | 0.00
8.167 0.00 0.00 0.000 O | | | | 0.00
8.250 0.00 0.00 0.000 O | | | | 0.00
8.333 0.00 0.00 0.000 O | | | | 0.00
8.417 0.00 0.00 0.000 O | | | | 0.00
8.500 0.00 0.00 0.000 O | | | | 0.00
8.583 0.00 0.00 0.000 O | | | | 0.00
8.667 0.00 0.00 0.000 O | | | | 0.00
8.750 0.00 0.00 0.000 O | | | | 0.00
8.833 0.00 0.00 0.000 O | | | | 0.00
8.917 0.00 0.00 0.000 O | | | | 0.00
9.000 0.00 0.00 0.000 O | | | | 0.00
9.083 0.00 0.00 0.000 O | | | | 0.00
9.167 0.00 0.00 0.000 O | | | | 0.00
9.250 0.00 0.00 0.000 O | | | | 0.00
9.333 0.00 0.00 0.000 O | | | | 0.00
9.417 0.00 0.00 0.000 O | | | | 0.00
9.500 0.00 0.00 0.000 O | | | | 0.00
9.583 0.00 0.00 0.000 O | | | | 0.00
9.667 0.00 0.00 0.000 O | | | | 0.00
9.750 0.00 0.00 0.000 O | | | | 0.00
9.833 0.00 0.00 0.000 O | | | | 0.00
9.917 0.00 0.00 0.000 O | | | | 0.00
10.000 0.00 0.00 0.000 O | | | | 0.00
10.083 0.00 0.00 0.000 O | | | | 0.00
10.167 0.00 0.00 0.000 O | | | | 0.00
10.250 0.00 0.00 0.000 O | | | | 0.00
10.333 0.00 0.00 0.000 O | | | | 0.00
10.417 0.00 0.00 0.000 O | | | | 0.00
10.500 0.00 0.00 0.000 O | | | | 0.00
10.583 0.00 0.00 0.000 O | | | | 0.00
10.667 0.00 0.00 0.000 O | | | | 0.00
10.750 0.00 0.00 0.000 O | | | | 0.00
10.833 0.00 0.00 0.000 O | | | | 0.00
10.917 0.00 0.00 0.000 O | | | | 0.00
11.000 0.00 0.00 0.000 O | | | | 0.00
11.083 0.00 0.00 0.000 O | | | | 0.00
11.167 0.00 0.00 0.000 O | | | | 0.00
11.250 0.00 0.00 0.000 O | | | | 0.00
11.333 0.00 0.00 0.000 O | | | | 0.00
11.417 0.00 0.00 0.000 O | | | | 0.00
11.500 0.00 0.00 0.000 O | | | | 0.00
11.583 0.00 0.00 0.000 O | | | | 0.00
11.667 0.00 0.00 0.000 O | | | | 0.00
11.750 0.00 0.00 0.000 O | | | | 0.00
11.833 0.00 0.00 0.000 O | | | | 0.00
11.917 0.00 0.00 0.000 O | | | | 0.00
12.000 0.00 0.00 0.000 O | | | | 0.00
12.083 0.00 0.00 0.000 O | | | | 0.00
12.167 0.00 0.00 0.000 O | | | | 0.00
12.250 0.00 0.00 0.000 O | | | | 0.00
12.333 0.00 0.00 0.000 O | | | | 0.00
12.417 0.00 0.00 0.000 O | | | | 0.00
12.500 0.00 0.00 0.000 O | | | | 0.00
12.583 0.00 0.00 0.000 O | | | | 0.00
12.667 0.00 0.00 0.000 O | | | | 0.00
12.750 0.00 0.00 0.000 O | | | | 0.00
12.833 0.00 0.00 0.000 O | | | | 0.00
12.917 0.00 0.00 0.000 O | | | | 0.00
13.000 0.00 0.00 0.000 O | | | | 0.00
13.083 0.00 0.00 0.000 O | | | | 0.00
13.167 0.00 0.00 0.000 O | | | | 0.00
13.250 0.00 0.00 0.000 O | | | | 0.00
13.333 0.00 0.00 0.000 O | | | | 0.00
13.417 0.00 0.00 0.000 O | | | | 0.00
13.500 0.00 0.00 0.000 O | | | | 0.00
13.583 0.00 0.00 0.000 O | | | | 0.00
13.667 0.00 0.00 0.000 O | | | | 0.00
13.750 0.00 0.00 0.000 O | | | | 0.00
13.833 0.00 0.00 0.000 O | | | | 0.00
13.917 0.00 0.00 0.000 O | | | | 0.00
14.000 0.00 0.00 0.000 O | | | | 0.00
14.083 0.00 0.00 0.000 O | | | | 0.00
14.167 0.00 0.00 0.000 O | | | | 0.00
14.250 0.00 0.00 0.000 O | | | | 0.00
14.333 0.00 0.00 0.000 O | | | | 0.00
14.417 0.00 0.00 0.000 O | | | | 0.00
14.500 0.00 0.00 0.000 O | | | | 0.00
14.583 0.00 0.00 0.000 O | | | | 0.00
14.667 0.00 0.00 0.000 O | | | | 0.00
14.750 0.00 0.00 0.000 O | | | | 0.00
14.833 0.00 0.00 0.000 O | | | | 0.00
14.917 0.00 0.00 0.000 O | | | | 0.00
15.000 0.00 0.00 0.000 O | | | | 0.00
15.083 0.00 0.00 0.000 O | | | | 0.00
15.167 0.00 0.00 0.000 O | | | | 0.00
15.250 0.00 0.00 0.000 O | | | | 0.00
15.333 0.00 0.00 0.000 O | | | | 0.00
15.417 0.13 0.08 0.000 O | | | | 0.00
15.500 0.84 0.41 0.002 OI | | | | 0.09
15.583 1.73 0.41 0.008 O I | | | | 0.94
15.667 2.20 0.41 0.019 O I | | | | 1.39
15.750 2.55 0.41 0.032 O I | | | | 1.81
15.833 2.98 0.41 0.048 O I| | | | 2.30
15.917 3.57 0.41 0.068 O I | | | 2.86
16.000 4.66 0.41 0.094 O | I | | | 3.44
16.083 7.44 0.41 0.132 O | |I | | 4.31
16.167 13.50 0.41 0.202 O | | | I| 6.06
16.250 13.57 2.34 0.286 | O | | | I 9.77
16.333 7.02 11.25 0.296 | | I | O 14.93
16.417 3.62 0.41 0.279 O I | | | 8.76
16.500 1.86 2.91 0.286 | I O | | | | 9.99
16.583 0.49 0.41 0.283 OI | | | | 8.98
16.667 0.12 0.41 0.282 O | | | | 8.94
16.750 0.03 0.41 0.280 O | | | | 8.82
16.833 0.00 0.41 0.277 O | | | | 8.68
16.917 0.00 0.41 0.274 O | | | | 8.53
17.000 0.00 0.41 0.271 O | | | | 8.38
17.083 0.00 0.41 0.268 O | | | | 8.23
17.167 0.00 0.41 0.266 O | | | | 8.08
17.250 0.00 0.41 0.263 O | | | | 7.96
17.333 0.00 0.41 0.260 O | | | | 7.87
17.417 0.00 0.41 0.257 O | | | | 7.78
17.500 0.00 0.41 0.254 O | | | | 7.69
17.583 0.00 0.41 0.252 O | | | | 7.60
17.667 0.00 0.41 0.249 O | | | | 7.51
17.750 0.00 0.41 0.246 O | | | | 7.42
17.833 0.00 0.41 0.243 O | | | | 7.33
17.917 0.00 0.41 0.240 O | | | | 7.24
18.000 0.00 0.41 0.237 O | | | | 7.16
18.083 0.00 0.41 0.235 O | | | | 7.07
18.167 0.00 0.41 0.232 O | | | | 6.98
18.250 0.00 0.41 0.229 O | | | | 6.89
18.333 0.00 0.41 0.226 O | | | | 6.80
18.417 0.00 0.41 0.223 O | | | | 6.71
18.500 0.00 0.41 0.221 O | | | | 6.62
18.583 0.00 0.41 0.218 O | | | | 6.53
18.667 0.00 0.41 0.215 O | | | | 6.44
18.750 0.00 0.41 0.212 O | | | | 6.35
18.833 0.00 0.41 0.209 O | | | | 6.26
18.917 0.00 0.41 0.206 O | | | | 6.18
19.000 0.00 0.41 0.204 O | | | | 6.11
19.083 0.00 0.41 0.201 O | | | | 6.04
19.167 0.00 0.41 0.198 O | | | | 5.97
19.250 0.00 0.41 0.195 O | | | | 5.89
19.333 0.00 0.41 0.192 O | | | | 5.82
19.417 0.00 0.41 0.189 O | | | | 5.75
19.500 0.00 0.41 0.187 O | | | | 5.68
19.583 0.00 0.41 0.184 O | | | | 5.60
19.667 0.00 0.41 0.181 O | | | | 5.53
19.750 0.00 0.41 0.178 O | | | | 5.46
19.833 0.00 0.41 0.175 O | | | | 5.38
19.917 0.00 0.41 0.173 O | | | | 5.31
20.000 0.00 0.41 0.170 O | | | | 5.24
20.083 0.00 0.41 0.167 O | | | | 5.17
20.167 0.00 0.41 0.164 O | | | | 5.09
20.250 0.00 0.41 0.161 O | | | | 5.02
20.333 0.00 0.41 0.158 O | | | | 4.95
20.417 0.00 0.41 0.156 O | | | | 4.88
20.500 0.00 0.41 0.153 O | | | | 4.80
20.583 0.00 0.41 0.150 O | | | | 4.73
20.667 0.00 0.41 0.147 O | | | | 4.66
20.750 0.00 0.41 0.144 O | | | | 4.59
20.833 0.00 0.41 0.142 O | | | | 4.51
20.917 0.00 0.41 0.139 O | | | | 4.45
21.000 0.00 0.41 0.136 O | | | | 4.38
21.083 0.00 0.41 0.133 O | | | | 4.32
21.167 0.00 0.41 0.130 O | | | | 4.26
21.250 0.00 0.41 0.127 O | | | | 4.19
21.333 0.00 0.41 0.125 O | | | | 4.13
21.417 0.00 0.41 0.122 O | | | | 4.07
21.500 0.00 0.41 0.119 O | | | | 4.00
21.583 0.00 0.41 0.116 O | | | | 3.94
21.667 0.00 0.41 0.113 O | | | | 3.88
21.750 0.00 0.41 0.110 O | | | | 3.81
21.833 0.00 0.41 0.108 O | | | | 3.75
21.917 0.00 0.41 0.105 O | | | | 3.69
22.000 0.00 0.41 0.102 O | | | | 3.62
22.083 0.00 0.41 0.099 O | | | | 3.56
22.167 0.00 0.41 0.096 O | | | | 3.50
22.250 0.00 0.41 0.094 O | | | | 3.43
22.333 0.00 0.41 0.091 O | | | | 3.37
22.417 0.00 0.41 0.088 O | | | | 3.31
22.500 0.00 0.41 0.085 O | | | | 3.24
22.583 0.00 0.41 0.082 O | | | | 3.18
22.667 0.00 0.41 0.079 O | | | | 3.12
22.750 0.00 0.41 0.077 O | | | | 3.05
22.833 0.00 0.41 0.074 O | | | | 2.99
22.917 0.00 0.41 0.071 O | | | | 2.93
23.000 0.00 0.41 0.068 O | | | | 2.86
23.083 0.00 0.41 0.065 O | | | | 2.80
23.167 0.00 0.41 0.062 O | | | | 2.73
23.250 0.00 0.41 0.060 O | | | | 2.65
23.333 0.00 0.41 0.057 O | | | | 2.56
23.417 0.00 0.41 0.054 O | | | | 2.47
23.500 0.00 0.41 0.051 O | | | | 2.39
23.583 0.00 0.41 0.048 O | | | | 2.30
23.667 0.00 0.41 0.046 O | | | | 2.22
23.750 0.00 0.41 0.043 O | | | | 2.13
23.833 0.00 0.41 0.040 O | | | | 2.04
23.917 0.00 0.41 0.037 O | | | | 1.96
24.000 0.00 0.41 0.034 O | | | | 1.87
24.083 0.00 0.41 0.031 O | | | | 1.78
24.167 0.00 0.41 0.029 O | | | | 1.70
24.250 0.00 0.41 0.026 O | | | | 1.61
24.333 0.00 0.41 0.023 O | | | | 1.53
24.417 0.00 0.41 0.020 O | | | | 1.44
24.500 0.00 0.41 0.017 O | | | | 1.35
24.583 0.00 0.41 0.014 O | | | | 1.27
24.667 0.00 0.41 0.012 O | | | | 1.18
24.750 0.00 0.41 0.009 O | | | | 1.07
24.833 0.00 0.41 0.006 O | | | | 0.67
24.917 0.00 0.41 0.003 O | | | | 0.27
25.000 0.00 0.30 0.001 O | | | | 0.01
25.083 0.00 0.00 0.000 O | | | | 0.00 ****************************HYDROGRAPH DATA**************************** Number of intervals = 301
Time interval = 5.0 (Min.)
Maximum/Peak flow rate = 11.254 (CFS)
Total volume = 0.458 (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 F
TECHNICAL GUIDANCE DOCUMENT APPENDICES
Worksheet H: Factor of Safety and Design Infiltration Rate and Worksheet Factor Category Factor Description
Assigned
Weight (w)
Factor
Value (v)
Product (p)
p = w x v
A Suitability
As
sessment
Soil assessment methods 0.25 1 0.25
Predominant soil texture 0.25 1 0.25
Site soil variability 0.25 1 0.25
Depth to groundwater / impervious
layer 0.25
1 0.25
Suitability Assessment Safety Factor, SA = Lp 1.00
B De
sign
Tributary area size 0.25 2 0.50
Level of pretreatment/ expected
sediment loads 0.25
1 0.25
Redundancy 0.25 3 0.75
Compaction during construction 0.25 1 0.25
Design Safety Factor, SB = Lp 1.75
Combined Safety Factor, STOT= SA x SB
1.75; USE 2.0
Measured Infiltration Rate, inch/hr, KM
(corrected for test-specific bias)
25.6 (lowest tested rate)
Design Infiltration Rate, in/hr, KDESIGN = STOT × KM Use 12.8 Supporting Data
Briefly describe infiltration test and provide reference to test forms:
See Section 6.4 of the project WQMP for project Soil Infiltration Testing by Norcal Engineering, Project No. 12343-05, dated 10/6/2017. Two locations were tested within the limits of the proposed underground infiltration system and the lowest value is to be used in the design of proposed infiltration BMPs.
Note: The minimum combined adjustment factor shall not be less than 2.0 and the maximum combined adjustment factor shall not exceed 9.0.
VII-35 May 19, 2011
APPENDIX F
CULTURAL RESOURCES STUDY
March 2022
CULTURAL RESOURCES A SSESSMENT
HILTON INDUST RIAL FACILITY BUSINESS PARK PROJECT
CITY OF FONTANA
SAN BERNARDINO COUNT Y, CALIFORNIA
March 2022
CULTURAL RESOURCES A SSESSMENT
HILTON INDUSTRIAL FA CILITY BUSINESS PARK PROJECT
CITY OF FONTANA
SAN BERNARDINO COUNT Y, CALI FORNIA
Prepared for:
Jon Dille
Associate Planner
City of Fontana
Community Development Department
8353 Sierra Avenue
Fontana, California 92335
Prepared by:
Riordan Goodwin, RA
LSA Associates, Inc.
1500 Iowa Avenue, Suite 200
Riverside, California 92507
(951) 781-9310
LSA Project No. CFN2005.06
National Archaeological Database Information:
Type of Study: Reconnaissance Survey
Sites Recorded: None
USGS 7.5' Quadrangle: Fontana, California
Acreage: ~4 acres
Keywords: Phase I, negative results, no monitoring recommended.
C ULTURAL RESOU RCES ASSESSMENT
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F ONTANA , C ALIFORNIA
R:\CFN2005.06_Hilton Warehouse\Technical Studies\Cultural\Report\Hilton Ind Fac Biz Pk CRA.docx (03/17/22) i
MANAGEMENT SUMMARY
LSA was retained by the City of Fontana to conduct a cultural resources assessment for the proposed Hilton Industrial Facility Business Park Project in the City of Fontana, San Bernardino County, California. This cultural resources assessment was completed pursuant to the California Environmental Quality Act (CEQA).
A cultural resources records search, additional research, and a field survey were conducted for the project area. No cultural resources are documented within the project parcel, and none were identified by the survey. No prehistoric resources were documented within a mile, and sensitivity for in situ undocumented subsurface resources is low. Therefore, no further investigation or archaeological monitoring is recommended.
In the event previously undocumented archaeological resources are identified during earthmoving activities, further work in the area should be halted until the nature and significance of the find can be assessed by a qualified archaeologist.
If human remains are encountered, State Health and Safety Code Section 7050.5 states that no further disturbance shall occur until the County Coroner has made a determination of origin and disposition pursuant to State Public Resources Code Section 5097.98. The County Coroner must be notified of the find immediately. If the remains are determined to be Native American, the County Coroner will notify the Native American Heritage Commission (NAHC), which will determine and notify a Most Likely Descendant (MLD). With the permission of the landowner or his/her authorized representative, the MLD may inspect the site of the discovery. The MLD shall complete the inspection and make recommendations or preferences for treatment within 48 hours of being granted access to the site. The MLD recommendations may include scientific removal and nondestructive analysis of human remains and items associated with Native American burials, preservation of Native American human remains and associated items in place, relinquishment of Native American human remains and associated items to the descendants for treatment, or any other culturally appropriate treatment.
C ULTURAL RESOU RCES ASSESSMENT
M ARCH 2022
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F ONTANA , C ALIFORNIA
R:\CFN2005.06_Hilton Warehouse\Technical Studies\Cultural\Report\Hilton Ind Fac Biz Pk CRA.docx (03/17/22) ii
TABLE OF CONTENTS
MANAGEMENT SUMMARY .......................................................................................... I TABLE OF CONTENTS ................................................................................................... II Figure ............................................................................................................................................. ii Table .............................................................................................................................................. ii Appendix ....................................................................................................................................... ii INTRODUCTION .......................................................................................................... 1 NATURAL SETTING ...................................................................................................... 1 Climate and Watershed ................................................................................................................. 1 Biology ........................................................................................................................................... 1 Geology ......................................................................................................................................... 1 CULTURAL SETTING ..................................................................................................... 3 Prehistory ...................................................................................................................................... 3 Ethnography .................................................................................................................................. 3 History ........................................................................................................................................... 5 METHODS ................................................................................................................... 6 Records Search .............................................................................................................................. 6 Additional Research ...................................................................................................................... 6 Field Survey ................................................................................................................................... 6 RESULTS ..................................................................................................................... 6 Records Search .............................................................................................................................. 6 Additional Research ...................................................................................................................... 7 Field Survey ................................................................................................................................... 7 FINDINGS AND RECOMMENDATIONS .......................................................................... 8 REFERENCES ............................................................................................................... 9
Figure
Figure 1: Project Regional and Project Location .................................................................................... 2
Table
Table A: Cultural Resources Within 1 Mile ............................................................................................. 7
Appendix
A: Records Search Bibliography
C ULTURAL RESOU RCES ASSESSMENT
M ARCH 2022
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F ONTANA , C ALIFORNIA
R:\CFN2005.06_Hilton Warehouse\Technical Studies\Cultural\Report\Hilton Ind Fac Biz Pk CRA.docx (03/17/22) 1
INTRODUCTION
LSA was retained by the City of Fontana to conduct a cultural resources assessment for the proposed Hilton Industrial Facility Business Park Project in the City of Fontana, San Bernardino County, California. This assessment was completed pursuant to the California Environmental Quality Act (CEQA), Public Resources Code Chapter 2.6, Section 21083.2, and California Code of Regulations Title 14, Chapter 3, Article 5, Section 15064.5. The research and field surveys were conducted to determine whether the proposed project could adversely affect any resources considered historical resources per CEQA. The project area (Assessor’s Parcel Number 1110-151-03) is located on the north side of Hilton Drive between Hemlock Avenue and Redwood Avenue. The project is depicted on the United States Geological Survey (USGS) Fontana, California topographic quadrangle map in Township 1 South, Range 6 West in Section 2, San Bernardino Baseline and Meridian (USGS 1980; Figure 1). The project area is a currently vacant 4-acre lot. The proposed project is an industrial/business park with associated parking.
NATURAL SETTING
Climate and Watershed
The project region is characterized by a temperate climate, with dry, hot summers and moderate winters. Rainfall ranges from 12 to 16 inches annually (Beck and Haase 1974). Precipitation usually occurs in the form of winter rain, with warm monsoonal showers in summer. The project area is approximately 1.5 miles east of the former course of East Etiwanda Creek (prior to channelization), which drains south.
Biology
At an average elevation of approximately 1,260 feet, the project is within the Lower Sonoran Life Zone of California (Schoenherr 1992), which ranges from below sea level to 3,500 feet in elevation.
Species such as datura, foxtail brome, mustard, along with xeric grasses were noted on the property.
Extensive fauna are known locally, including many endemic species of reptiles, birds, and insects.
Geology
The project area is located at the northern end of the Peninsular Ranges Geomorphic Province, a 900-mile-long northwest-southeast trending structural block that extends from the Transverse Ranges to the tip of Baja California and includes the Los Angeles Basin (California Geological Survey 2002; Norris and Webb 1976). The province is approximately 225 miles wide, extending from the Colorado Desert in the east, across the continental shelf to the Southern Channel Islands (Santa Barbara, San Nicolas, Santa Catalina, and San Clemente) in the west (Sharp 1976). This region is characterized by a series of mountain ranges separated by northwest-trending valleys subparallel to faults branching from the San Andreas Fault. The geology of this province is similar to that of the Sierra Nevada, with numerous rock outcroppings useful to the Native Americans for resource milling, shelter, and ceremonial art.
LEGEND
Project Location
SOURCE: USGS 7.5' Quad - Fontana (1980), Guasti (1981), Cucamonga Peak (1988), Devore (1988), CA I:\CFN2005.06\GIS\MXD\ProjLoc_USGS.mxd (1/4/2022)
FIGURE 1
Hilton Logistics Business Park
Regional and Project Location
0 1000 2000
FEET
San
Bernardino
County
Los
Angeles
County
Riverside
CountyÃÃ142
ÃÃ138
ÃÃ18
ÃÃ173
ÃÃ71
ÃÃ210
ÃÃ91
ÃÃ60
Project Location
§¨¦
15 §¨¦
215
§¨¦
10 Project Vicinity
C ULTURAL RESOU RCES ASSESSMENT
M ARCH 2022
H ILTON I NDUSTRIAL F ACILITY B USINESS P ARK P ROJECT
F ONTANA , C ALIFORNIA
R:\CFN2005.06_Hilton Warehouse\Technical Studies\Cultural\Report\Hilton Ind Fac Biz Pk CRA.docx (03/17/22) 3
CULTURAL SETTING
Prehistory
Chronologies of prehistoric cultural change in Southern California have been attempted numerous times, and several are reviewed in Moratto (2004). No single description is universally accepted as the various chronologies are based primarily on material developments identified by researchers familiar with sites in a particular region and variation exists essentially due to the differences in those items found at the sites. Small differences occur over time and space, which combine to form patterns that are variously interpreted.
Currently, two primary regional culture chronology syntheses are commonly referenced in the archaeological literature. The first, Wallace (1955), describes four cultural horizons or time periods:
Horizon I – Early Man (9000–6000 BC), Horizon II – Milling Stone Assemblages (6000–3000 BC), Horizon III – Intermediate Cultures (3000 BC–AD 500), and Horizon IV – Late Prehistoric Cultures (AD 500–historic contact). This chronology was refined (Wallace 1978) using absolute chronological dates obtained after 1955.
The second cultural chronology (Warren 1968) is based broadly on Southern California prehistoric cultures and was also revised (Warren 1984; Warren and Crabtree 1986). Warren’s (1984) chronology includes five periods in prehistory: Lake Mojave (7000–5000 BC), Pinto (5000–2000 BC), Gypsum (2000 BC–AD 500), Saratoga Springs (AD 500–1200), and Protohistoric (AD 1200–historic contact). Changes in settlement pattern and subsistence focus are viewed as cultural adaptations to a changing environment, which begins with gradual environmental warming in the late Pleistocene, continues with the desiccation of the desert lakes, followed by a brief return to pluvial conditions, and concludes with a general warming and drying trend, with periodic reversals that continue to the present (Warren and Crabtree 1986).
Ethnography
The project area is near the intersection of the traditional cultural territories of the Cahuilla, Gabrielino, and Serrano (Kroeber 1925; Heizer 1968). Tribal territories were somewhat fluid and changed over time. The first written accounts of these Southern California tribes are attributed to the mission fathers, and later documentation was by others as indicated below.
Cahuilla
The territory of the Cahuilla ranged from the San Bernardino Mountains south to Borrego Springs and the Chocolate Mountains, from Orocopia Mountain to the east, to the San Jacinto Plain and Palomar Mountain to the west (Bean 1978). Cahuilla territory lies within the geographic center of Southern California and encompassed diverse environments ranging from inland river valleys and foothills to mountains and desert (Bean and Shipek 1978).
Cahuilla villages, generally located near water sources within canyons or near alluvial fans, comprised groups of related individuals, generally from a single lineage, and the territory around the village was owned by the villagers (Bean 1978). Like other Native American groups in Southern
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R:\CFN2005.06_Hilton Warehouse\Technical Studies\Cultural\Report\Hilton Ind Fac Biz Pk CRA.docx (03/17/22) 4 California, the Cahuilla were semi-nomadic peoples leaving their villages and utilizing temporary campsites to exploit seasonably available plant and animal resources (James 1960).
Cahuilla subsistence was based primarily on acorns, honey mesquite, screw beans, piñon nuts, and cactus fruit, supplemented by a variety of wild fruits and berries, tubers, roots, and greens (Kroeber 1925; Heizer and Elsasser 1980). Hunting deer, rabbit, antelope, bighorn sheep, reptiles, small rodents, quail, doves, ducks, and reptiles by means of bows, throwing sticks, traps, and communal drives is documented (James 1960).
The Cahuilla were documented by Barrows (1900), Hooper (1920), and Strong (1929) among others.
Gabrielino
The territory of the Gabrielino included portions of Los Angeles, Orange, and San Bernardino Counties during ethnohistoric times, and also extended inland into northwestern Riverside County (Kroeber 1925; Heizer 1968). It encompassed an extremely diverse environment that included coastal beaches, lagoons and marshes, inland river valleys, foothills and mountains (Bean and Shipek 1978).
The Gabrielino caught and collected seasonally available food resources, and led a semi-sedentary lifestyle, living in permanent communities along inland watercourses and coastal estuaries.
Individuals from these villages took advantage of the varied resources available. Seasonally, as foods became available, native groups moved to temporary camps to collect plant foods such as acorns, buckwheat, chía, berries, and fruits, and to conduct communal rabbit and deer hunts. They also established seasonal camps along the coast and near bays and estuaries to gather shellfish and hunt waterfowl (Hudson 1971).
The Gabrielino lived in small communities, which were the focus of family life. Patrilineally linked, extended families occupied each village (Kroeber 1925; Bean and Smith 1978a). Both clans and villages were apparently exogamous, marrying individuals from outside the clan or village (Heizer 1968). Gabrielino villages were politically independent and were administered by a chief, who inherited his position from his father. Shamans guided religious and medical activities, while group hunting or fishing was supervised by individual male specialists (Bean and Smith 1978a).
The nearest historically known Native American community was the Gabrielino community of Horuuvunga (also known to the Serrano as Jurupet and described to Alfred Kroeber as Hurumpa) located approximately 7 miles south of the project area somewhere in the Jurupa Valley (Kroeber 1925; Kirkman 1938; McCawley 1996).
The Gabrielino were described by Johnston (1962), Blackburn (1962–1963), Hudson (1971), and others.
Serrano
The Serrano lived in the area generally north of Cahuilla territory (western Riverside County), occupying much of present-day San Bernardino County and northeastern Los Angeles County, but
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R:\CFN2005.06_Hilton Warehouse\Technical Studies\Cultural\Report\Hilton Ind Fac Biz Pk CRA.docx (03/17/22) 5 there is some overlap in the ancestral areas. The term Serrano is Spanish for “mountaineer” or “highlander” and is derived from sierra, meaning “mountain range” and was given to people who inhabited the areas of the San Bernardino Mountains that had no associated mission (Bean and Smith 1978b). The Serrano culture group actually incorporates two divisions, a mountain division (referred to as the Mountain Serrano) and a desert division, referred to as the Desert Serrano (Sutton and Earle 2017).
The Serrano were hunter-gatherers who exploited whatever flora was available in the area they happened to be, generally it was acorns, pinion nuts, honey, mesquite, yucca, and cactus fruits, in addition to various seeds, bulbs, and roots. Plants were consumed both raw and cooked. Food processing involved the use of manos, metates, mortars, and pestles. Antelope, deer, mountain sheep, rabbits, and rodents were hunted and captured, and the most common hunting implements were the bow and arrow, throwing stick, traps, snares, and deadfalls. Meat was prepared in earth ovens, by boiling in watertight baskets, or by parching (Bean and Smith 1978b).
The Serrano had a patrilineal society composed of clans and families linked by both ancestry and ceremony, and most lived in small communities near reliable sources of water (springs, perennial seeps, streams, and small lakes) (Benedict 1924). The basic settlement unit of the Serrano was a village with a number of small satellite resource-gathering camps.
The Serrano were described by Benedict (1924), Bright (1975), Strong (1929), and others.
History
In California, the historic era is generally divided into three periods: the Spanish Period (1769 to 1821), the Mexican Period (1821 to 1848), and the American Period (1848 to present). As there were no resources within the project area, the historic context will focus on the County and the local community.
San Bernardino County
San Bernardino County was created in 1853 from portions of Los Angeles and San Diego Counties due to mineral wealth, and the City of San Bernardino was incorporated as the County Seat the following year. Gold was discovered in Holcomb and Bear Valleys in the San Bernardino Mountains in 1860, and placer mining began in Lytle Creek. Silver was mined at Ivanpah in 1870 and the silver mines of the Calico district were developed in the 1880s. Borax was first discovered in 1862 in the Searles Dry Lake area near Trona (Hoover et al. 1990). Agriculture ultimately replaced mining as the County’s economic base, with thousands of acres under cultivation by the beginning of World War I (McGroarty 1914).
Fontana
The area that would later become Fontana was part of a land grant to Don Antonio Maria Lugo from the Spanish Governor of California (Pio Pico) in 1813. Lugo’s sons sold a portion of the land (including part of what is now Fontana) to a group of Mormon settlers in 1851 (Richards 1966), and the Semi-Tropical Land & Water Company subsequently acquired the Fontana portion of the Rancho and laid out a townsite in 1887 (Gudde 1998). In the early 1900s, the Fontana Development
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R:\CFN2005.06_Hilton Warehouse\Technical Studies\Cultural\Report\Hilton Ind Fac Biz Pk CRA.docx (03/17/22) 6 Company acquired the land and established a community called Rosena, changed to Fontana in 1913 (Gudde 1998). Fontana was selected as the site for the Kaiser Company’s steel mill in 1942 and was incorporated 10 years later with a population of 13,695 as Southern California’s leading producer of steel and related products (Goodwin 2003). The steel industry dominated the City’s economy until the late 1970s, when Kaiser Steel began to reduce production and manpower, and the mill was closed in 1983 (Goodwin 2003). The plate steel and rolling mill plant was subsequently acquired by California Steel Company, which continues to produce steel products.
METHODS
Records Search
On February 23, 2022, the cultural resources records search was completed for the project area by the South Central Coastal Information Center (SCCIC) located at California State University, Fullerton. It included a review of all recorded historic and prehistoric archaeological sites within 1 mile of the project, as well as a review of known cultural resource reports. Appendix A contains the records search bibliography.
Additional Research
In January 2022, Senior Cultural Resources Manager/Archaeologist Riordan Goodwin reviewed the Built Environment Resource Directory (BERD) along with LSA project files, online historic period maps, and aerial photographs.
Field Survey
On January 13, 2022, Mr. Goodwin surveyed the project area by walking transects spaced approximately 10 meters apart, with particular attention given to exposed areas and rodent dirt apron for cultural residues.
RESULTS
Records Search
Data from the SCCIC indicate there have been 23 cultural resource studies previously conducted within 1 mile of the proposed project, three of which included the entirety of the project area (Swope and McDonald 1985; Alexandrowicz et al. 1992; Tang et al. 2013). Although no cultural resources are documented within the project area, 21 built environment resources are recorded within 1 mile (Table A). The nearest (36-020310, a motel property) is approximately 100 feet south of the project. Only one of the resources is listed in the BERD (36-015392). No prehistoric resources are documented within a mile.
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R:\CFN2005.06_Hilton Warehouse\Technical Studies\Cultural\Report\Hilton Ind Fac Biz Pk CRA.docx (03/17/22) 7 Table A: Cultural Resources Within 1 Mile
Primary # Trinomial # Site Description
Status
Codes
36-002910 CA-SBR-0002910/H Historic period road (National Old Trails Highway/Route 66) — 36-012239 Historic period bridge (both prehistoric and historic elements) site — 36-013921 CA-SBR-012735/H 8396 Cherry Avenue (c. 1951 residence) — 36-015392 8631 Sierra Avenue (historic period residence) 6Y 36-015497 Base Line Road —
36-020137 CA-SBR-015904/H Historic period railroad alignment (Pacific Electric/Southern Pacific) —
36-020309 14718 Foothill Blvd. (c. 1943 residence) —
36-020310 14888 Foothill Blvd. (c. 1944 Redwing Motel) — 36-020311 14127–14129 Foothill Blvd. & 8155 Banana Ave. (c. 1944 residential/commercial building) —
36-020312 14293 Foothill Blvd. (c. 1944 residence) —
36-021695 8566 Cherry Avenue (c. 1927 residence) —
36-021696 8657 Cherry Avenue (c. 1924 residence) —
36-024084 CA-SBR-015269/H Historic period road (Cherry Avenue) — 36-024087 CA-SBR-015272/H Historic period road (Beech Avenue) — 36-024088 CA-SBR-015273H Historic period road (Oak Avenue) — 36-024621 CA-SBR-015662H Historic period road (Sultana Avenue) — 36-024622 CA-SBR-015663H Historic period road (Redwood Avenue) — 36-024623 CA-SBR-015664H Historic period road (Lime Avenue?) — 36-024624 CA-SBR-015665H Historic period road (unnamed road) — 36-024625 CA-SBR-015666H National Old Trails Highway/Route 66 — 36-024698 CA-SBR-015739H Historic period road (Hemlock Avenue) — 36-029538 Historic period water conveyance system (West Fontana Flood Control Channel) —
Additional Research
Online research revealed that with the possible exception of the concrete slab/ramp (constructed sometime after 1966 - see below), there were never any buildings or structures within the project area during the historic period. However, a segment of a eucalyptus windrow transected the northern portion of the project area from the late 1930s into the mid-2000s (HistoricAerials.com 2021).
Field Survey
Mr. Goodwin conducted the pedestrian survey of the entire project area utilizing transects spaced approximately 10 meters apart. Visibility was excellent, with only approximately 10 percent of the ground surface obscured by xeric vegetation. Soils are rocky alluvium with pervasive concrete and
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R:\CFN2005.06_Hilton Warehouse\Technical Studies\Cultural\Report\Hilton Ind Fac Biz Pk CRA.docx (03/17/22) 8 fine (small) macadam fragments. A temporally ambiguous concrete slab/ramp along with imported gravel (apparently a driveway/parking area) was noted in the southwestern quarter of the property, and a remnant of a segment of a eucalyptus windrow (a row of stumps) was noted transecting the northern portion of the project. Trace modern refuse was noted throughout the site. No cultural resources were identified.
FINDINGS AND RECOMMENDATIONS
A cultural resources records search, additional research, and a field survey were conducted for the project area. No cultural resources are documented within the project parcel and none was identified by the survey. No prehistoric resources were documented within a mile, and sensitivity for in situ undocumented subsurface resources is low. Therefore, no further investigation or archaeological monitoring is recommended.
In the event previously undocumented archaeological resources are identified during earthmoving activities, further work in the area should be halted until the nature and significance of the find can be assessed by a qualified archaeologist.
In the event human remains are encountered, State Health and Safety Code Section 7050.5. states that no further disturbance shall occur until the County Coroner has made a determination of origin and disposition pursuant to State Public Resources Code Section 5097.98. The County Coroner must be notified of the find immediately. If the remains are determined to be Native American, the County Coroner will notify the NAHC, which will determine and notify an MLD. With the permission of the landowner or his/her authorized representative, the MLD may inspect the site of the discovery. The MLD shall complete the inspection and make recommendations or preferences for treatment within 48 hours of being granted access to the site. The MLD recommendations may include scientific removal and nondestructive analysis of human remains and items associated with Native American burials, preservation of Native American human remains and associated items in place, relinquishment of Native American human remains and associated items to the descendants for treatment, or any other culturally appropriate treatment.
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REFERENCES
Alexandrowicz, J. Steven, Anne Q. Duffield-Stoll, Jeanette A. Mckenna, Susan R. Alexandrowicz, Arthur A. Kuhner, and Eric Scott
1992 Cultural and Paleontological Resources Investigations Within the North Fontana Infrastructure Area, City of Fontana, San Bernardino County, California. Archaeological Consulting Services.
Barrows, David Prescott
1900 The Ethno-botany of the Coahilla [sic] Indians of Southern California. Chicago: University of Chicago Press.
Bean, Lowell John
1978 Cahuilla. In California, edited by R.F. Heizer, pp. 575–587. Handbook of North American Indians, vol. 8, W.C. Sturtevant, general editor, Smithsonian Institution, Washington, D.C.
Bean, Lowell John, and Charles R. Smith
1978a Gabrielino. In California, edited by R.F. Heizer, pp. 538–549. Handbook of North American Indians, vol. 8, W.C. Sturtevant, general editor, Smithsonian Institution, Washington, D.C. 1978b Serrano. In California, edited by R.F. Heizer, pp. 570–574. Handbook of North American Indians, vol. 8, W.C. Sturtevant, general editor, Smithsonian Institution, Washington, D.C.
Bean, Lowell John, and Florence C. Shipek
1978 Luiseño. In California, edited by R.F. Heizer, pp. 550–563. Handbook of North American Indians, vol. 8, W.C. Sturtevant, general editor, Smithsonian Institution, Washington, D.C.
Beck, Warren A., and Ynez D. Haase
1974 Historical Atlas of California. Oklahoma City: University of Oklahoma Press.
Benedict, Ruth F.
1924 A Brief Sketch of Serrano Culture. American Anthropologist 26 (3).
Betts, William F.
2014 Tracking the Trackless Trolley: An Archaeological Examination of the Lone Pine Canyon Trolley.
Blackburn, Thomas C.
1962–1963 Ethnohistoric Descriptions of Gabrielino Material Culture. Annual Reports of the University of California Archaeological Survey 5: 1–50.
Bright, William
1975 Two Notes on Takic Classification: Paper read at the Third Annual Uto-Aztecan Conference, Flagstaff, June 19–20, 1975. (Copy, Manuscript No. 76–66 in National Anthropological Archives, Smithsonian Institution, Washington.)
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R:\CFN2005.06_Hilton Warehouse\Technical Studies\Cultural\Report\Hilton Ind Fac Biz Pk CRA.docx (03/17/22) 10 California Geological Survey
2002 California Geomorphic Provinces. California Geologic Survey Note 36. California Department of Conservation.
Goodwin, Riordan
2003 Cultural and Paleontological Resources Assessment, J.W. Mitchell Specific Plan, City of Fontana, San Bernardino County, California. Unpublished report on file at the AIC.
Gudde, Erwin G.
1998 California Place Names: The Origin and Etymology of Current Geographical Names. Fourth edition, revised and enlarged by William Bright. Berkeley and Los Angeles: University of California Press.
Harley, R. Bruce
1988 Rev. Juan Caballeria: Historian or Storyteller? Rethinking the 1810 Dumetz Expedition. San Bernardino County Museum Quarterly 35(2), 42 p.
Harrington, John Peabody
1913 Ethnographic Notes of John Peabody Harrington, p. 12.
Heizer, Robert F.
1968 The Indians of Los Angeles County. Hugo Reid’s Letters of 1852. Southwest Museum Papers 21. Los Angeles, California.
Heizer, Robert F., and Albert B. Elsasser
1980 The Natural World of the California Indians. University of California Press, Berkeley and Los Angeles.
HistoricAerials.com
2021 Various aerial photographs including the project area from 1948-2005.
Hooper, Lucile
1920 The Cahuilla Indians. University of California Publication in American Archaeology and Ethnology. Vol. 16 No. 6. Reprinted by Malki Museum Press. Banning, California.
Hoover, Mildred Brooke, Hero Eugene Rensch, Ethel Grace Rensch, William N. Abeloe, and revised by Douglas E. Kyle
1990 Historic Spots in California, Stanford University Press, Stanford, California.
Hudson, D. Travis
1971 Proto-Gabrielino Patterns of Territorial Organization in Southern Coastal California. Pacific Coast Archaeological Society Quarterly 7(2):49–76.
James, Harry C.
1960 The Cahuilla Indians. Los Angeles: Westernlore Press. Reprinted in 1969 and 1985 by Malki Museum Press. Banning, California.
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R:\CFN2005.06_Hilton Warehouse\Technical Studies\Cultural\Report\Hilton Ind Fac Biz Pk CRA.docx (03/17/22) 11 Johnston, Bernice E.
1962 California’s Gabrielino Indians. Frederick Webb Hodge Anniversary Publication Fund 8, Los Angeles: Southwest Museum.
Kirkman, George W.
1938 The Kirkman-Harriman Pictorial and Historical Map of Los Angeles County: 1860 A.D.
Kroeber, A.L.
1925 Handbook of the Indians of California. Bulletin No. 78, Bureau of American Ethnology, Smithsonian Institution, Washington, D.C.
McCawley, William
1996 The First Angelinos: The Gabrielino Indians of Los Angeles. Banning and Novato: Malki Museum Press and Ballena Press.
McGroarty, John Steve
1914 Southern California. Southern California Panama Exposition Commission.
Moratto, Michael J.
2004 California Archaeology. Orlando, Florida: Academic Press. Originally published 1984.
Norris, R.M., and R.W. Webb
1976 Geology of California, John Wiley and Sons, Inc., Santa Barbara.
Richards, Elizabeth W.
1966 Guideposts to History: Concerning Origins of Place and Street Names in San Bernardino County. Santa Fe Federal Savings.
Schoenherr, Allan A.
1992 A Natural History of California. University of California Press, Berkeley and Los Angeles.
Sharp, R.P.
1976 Geology: Field Guide to Southern California. Kendall/Hunt Publishing Company, Second Edition: 181.
Strong, William D.
1929 Aboriginal Society in Southern California. University of California Publications in American Archaeology and Ethnology 26(1): 1–358. Berkeley.
Swope, Karen, and Meg McDonald
1985 Environmental Impact Evaluation: Archaeological Assessment of Tentative Tract 13000, City of Fontana, San Bernardino County, California. ARU UCR.
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R:\CFN2005.06_Hilton Warehouse\Technical Studies\Cultural\Report\Hilton Ind Fac Biz Pk CRA.docx (03/17/22) 12 Tang, Bai "Tom," Deirdre Encarnacion, Terri Jacquemain, and Daniel Ballester 2013 Historical/Archaeological Resources Survey Report: Vulcan Conservation and Flood Control Project, in and near the City of Fontana, San Bernardino County, California. CRM Tech.
USGS (United States Geological Survey)
1980 Fontana, California 7.5-minute topographic quadrangle map.
Wallace, William J.
1955 A Suggested Chronology for Southern California Coastal Archaeology. Southwestern Journal of Anthropology 11(3):214–230.
1978 Post-Pleistocene Archaeology. In California, edited by R. Heizer, pp. 550–563. Handbook of North American Indians, Vol. 8. W.C. Sturtevant, general editor. Smithsonian Institution, Washington, D.C.
Warren, Claude N.
1968 Cultural Tradition and Ecological Adaptation on the Southern California Coast. Eastern New Mexico University Contributions in Anthropology 1(3). Portales. 1984 The Desert Region. In California Archaeology, by M. Moratto with contributions by D.A.
Fredrickson, C. Raven, and C. N. Warren, pp. 339–430. Academic Press, Orlando, Florida.
Warren, Claude N., and Robert H. Crabtree
1986 Prehistory of the Southwestern Area. In W.L. D’Azevedo ed., Handbook of the North American Indians, Vol. 11, Great Basin, pp. 183–193. Washington D.C.: Smithsonian Institution.
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APPENDIX A
RECORDS SEARCH BIBLIOGRAPHY
Report List
Report No. Year Title AffiliationAuthor(s) ResourcesOther IDs SB-01189 1981 CULTURAL RESOURCES REPORT ON THE
RANCHO FONTANA PROJECT LOCATED
IN THE FONTANA AREA OF THE COUNTY
OF SAN BERNARDINO
SCIENTIFIC RESOURCE
SURVEYS, INC.
SCIENTIFIC
RESOURCE SURVEYS,
INC.
NADB-R - 1061189;
Voided - 81-9.7
SB-01501 1985 CULTURAL RESOURCE SURVEY REPORT
FOR THE ETIWANDA PIPELINE AND
POWER PLANT EIR
SCIENTIFIC RESOURCES
SURVEYS, INC.
MASON, ROGER D.NADB-R - 1061501;
Voided - 85-7.6
SB-01506 1985 ENVIRONMENTAL IMPACT EVALUATION:
ARCHAEOLOGICAL ASSESSMENT OF
TENTATIVE TRACT 13000, CITY OF
FONTANA, SAN BERNARDINO COUNTY,
CALIFORNIA
ARCHAEOLOGICAL
RESEARCH UNIT, UCR
SWOPE, KAREN K. and
MEG MCDONALD
NADB-R - 1061506;
Voided - 85-9.2
SB-02033 1990 A PHASE I ARCHAEOLOGICAL
INVESTIGATION OF THE PROPOSED
LEWIS HOMES' PROJECT AREA,
FONTANA, SAN BERNARDINO COUNTY,
CALIFORNIA
MCKENNA ET AL.MCKENNA, JEANETTE
A.
NADB-R - 1062033;
Voided - 90-5.2
SB-02502 1992 CULTURAL RESOURCES SURVEY OF A
FIVE-ACRE PARCEL NEAR FONTANA, SAN
BERNARDINO COUNTY, CALIFORNIA
RESEARCH ASSOCIATESSWOPE, KAREN K.NADB-R - 1062502;
Voided - 92-2.3
SB-02621 1992 CULTURAL AND PALEONTOLOGICAL
RESOURCES INVESTIGATIONS WITHIN
THE NORTH FONTANA INFRASTRUCTURE
AREA, CITY OF FONTANA, SAN
BERNARDINO COUNTY, CALIFORNIA
ARCHAEOLOGICAL
CONSULTING SERVICES
ALEXANDROWICZ, J.
STEVEN, ANNE Q.
DUFFIELD-STOLL,
JEANETTE A.
MCKENNA, SUSAN R.
ALEXANDROWICZ,
ARTHUR A. KUHNER,
and ERIC SCOTT
36-004296, 36-006110, 36-006111,
36-006251, 36-006583, 36-006584,
36-006585, 36-006586, 36-006587,
36-006588, 36-006589, 36-006807,
36-006808, 36-006809, 36-006810,
36-006811, 36-006812, 36-006813,
36-006814, 36-006815, 36-006816
NADB-R - 1062621;
Voided - 92-2.20A-B
SB-03050 1995 A CULTURAL RESOURCES
RECONNAISSANCE SURVEY OF
WESTGATE PROPERTY (1000 +/- ACRES)
IN THE CITY OF FONTANA, SAN
BERNARDINO COUNTY, CA
MCKENNA ET ALMCKENNA, JEANETTE
A.
36-006901NADB-R - 1063050
SB-04176 2003 CULTURAL RESOURCES INVESTIGATION
OF STATE ROUTE 66 (FOOTHILL BLVD)
WIDENING PROJECT, PHASE II, CITY OF
FONTANA, SAN BERNARDINO COUNTY,
CA. 72PP
CHAMBERS GROUP, INCCOTTERMAN, CARY D.,
EVELYN N. CHANDLER,
and ROGER D. MASON
NADB-R - 1064176
SB-04244 2004 CA 8525 (SNOWBALL), FONTANA. 10PP MCKENNA ET ALMCKENNA, JEANETTE A.
NADB-R - 1064244
Report List
Report No. Year Title AffiliationAuthor(s) ResourcesOther IDs SB-04538 2004 CA 8525 (SNOWBALL). 8PP MCKENNA ET ALMCKENNA, JEANETTE A.
NADB-R - 1064538
SB-04539 2004 CA 8525B (EXCISE). 10PP MCKENNA ET ALMCKENNA, JEANETTE A.
NADB-R - 1064539
SB-04869 2005 Cultural Resource Records Search and Site Visit Results for Cingular
Telecommunications Facility Candidate
LSANCA8114B (First Choice Self Storage),
14750 Foothill Boulevard, Fontana, San
Bernardino County, California.
Bonner, Wayne H. and
Marnie Aislin-Kay
NADB-R - 1064869
SB-05062 2005 An Archaeological Records Search and
Survey Report: APN's 1110-331-005 to -12
and -22; 1110-161-021 to -023 and 110-331-
003, Tracts 16526, 16604 & 17010, +/- 58-
acre Property, City of Fontana, San
Bernardino County, California.
L&L Environmental, IncHoover, Anna M.NADB-R - 1065062
SB-05498 2003 Historical Resources Compliance Report for Relinquishment of State Route 66 (Foothill
Boulevard), City of Fontana, San Bernardino
County, California.
Caltrans District 8Hammond, Christie 36-002910Caltrans - ; NADB-R - 1065498
SB-05498A 2003 Historical Resources Evaluation Report for the Relinquishment of State Route 66
(Foothill Boulevard) Between East Avenue/
Ilex Street and Maple Avenue city of Fontana
San Bernardino, CA
Caltrans District 8Christie Hammond
SB-05869 2007 Cultural Resources Evaluation Report for the Cherry Avenue Road Widening Project, West
Fontana, San Bernardino County, California.
Mason, Roger D. and
Cary Cotterman
36-013921, 36-021695, 36-021696NADB-R - 1065869
SB-05911 2007 The Standard in Environmental Risk
Information, Cherry Line 14800 Baseline
Avenue, Fontana, CA 92366, Inquiry Number:
2012679.7s
Environmental Data
Resources inc
SB-05999 2008 Identification and Evaluation of Historic Properties: Northeast Recycled Water
Expansion Projects in and near the Cities of
Rancho Cucamonga and Fontana, San
Bernardino County, California.
CRMTECHTang, Bai “Tom”, John J.
Eddy, Harry M. Quinn,
Terri Jacquemain, Daniel
Ballester, and Laura
Hensley Shaker
NADB-R - 1065999
Report List
Report No. Year Title AffiliationAuthor(s) ResourcesOther IDs SB-06000 2008 Extended Phase I Historical/Archaeological Resources Study: Northeast Recycled Water
Expansion Projects in and near the Cities of
Rancho Cucamonga and Fontana, San
Bernardino County, California.
CRM TECHTang, Bai “Tom”, John J.
Eddy, Harry M. Quinn,
Terri Jacquemain, Daniel
Ballester, and Laura
Hensley Shaker
NADB-R - 1066000
SB-06534 2009 Cultural Resource Records Search and Site Visit Results for Verizon Wireless Candidate
Cherryline, 14337 Baseline Avenue, Fontana,
San Bernardino County, California.
Michael Brandman
Associates
Bonner, Wayne H. and
Arabesque Said
NADB-R - 1066534
SB-07048 2012 Cultural Resource Assessment Study for
Verizon "Hemlock" Site in Rancho
Cucamonga, San Bernardino County,
California
Discovery WorksPadon, Beth 36-016454
SB-07401 2013 Historical/Archaeological Resources Survey Report: Vulcan Conservation and Flood
Control Project, in and near the City of
Fontana, San Bernardino County, California.
CRM TechTang, Bai "Tom", Deirdre
Encarnacion, Terri
Jacquemain, and Daniel
Ballester
NADB-R - 1067401
SB-07922 2016 A Phase I Cultural Resources Investigation of the Proposed West Fontana Flood Control
Channel, Fontana, San Bernardino Co.,
California
McKenna et al.McKenna, Jeanette 36-029538