F.2.l
Packet Pg. 731 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX5245
270 22.50 0.07 0.019 ( 0.253) 0.017 0.002
271 22.58 0.07 0.019 ( 0.252) 0.017 0.002
272 22.67 0.07 0.019 ( 0.252) 0.017 0.002
273 22.75 0.07 0.019 ( 0.251) 0.017 0.002
274 22.83 0.07 0.019 ( 0.250) 0.017 0.002
275 22.92 0.07 0.019 ( 0.250) 0.017 0.002
276 23.00 0.07 0.019 ( 0.249) 0.017 0.002
277 23.08 0.07 0.019 ( 0.248) 0.017 0.002
278 23.17 0.07 0.019 ( 0.248) 0.017 0.002
279 23.25 0.07 0.019 ( 0.247) 0.017 0.002
280 23.33 0.07 0.019 ( 0.247) 0.017 0.002
281 23.42 0.07 0.019 ( 0.246) 0.017 0.002
282 23.50 0.07 0.019 ( 0.246) 0.017 0.002
283 23.58 0.07 0.019 ( 0.246) 0.017 0.002
284 23.67 0.07 0.019 ( 0.245) 0.017 0.002
285 23.75 0.07 0.019 ( 0.245) 0.017 0.002
286 23.83 0.07 0.019 ( 0.245) 0.017 0.002
287 23.92 0.07 0.019 ( 0.244) 0.017 0.002
288 24.00 0.07 0.019 ( 0.244) 0.017 0.002
(Loss Rate Not Used)
Sum = 100.0 Sum = 2.9
Flood volume = Effective rainfall 0.24(In)
times area 67.1(Ac.)/[(In)/(Ft.)] = 1.3(Ac.Ft)
Total soil loss = 2.15(In)
Total soil loss = 12.047(Ac.Ft)
Total rainfall = 2.39(In)
Flood volume = 58306.6 Cubic Feet
Total soil loss = 524759.2 Cubic Feet
-------------------------------------------------------------------- Peak flow rate of this hydrograph = 2.152(CFS)
-------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 24 - H O U R S T O R M
R u n o f f H y d r o g r a p h
-------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS))
-------------------------------------------------------------------- Time(h+m) Volume Ac.Ft Q(CFS) 0 2.5 5.0 7.5 10.0
----------------------------------------------------------------------- 0+ 5 0.0001 0.01 Q | | | |
0+10 0.0004 0.04 Q | | | |
0+15 0.0009 0.08 Q | | | |
0+20 0.0016 0.10 Q | | | |
0+25 0.0025 0.13 Q | | | |
0+30 0.0036 0.15 Q | | | |
0+35 0.0047 0.17 Q | | | |
0+40 0.0059 0.17 Q | | | |
0+45 0.0071 0.18 Q | | | |
0+50 0.0084 0.19 Q | | | |
0+55 0.0098 0.21 Q | | | |
1+ 0 0.0114 0.23 Q | | | |
1+ 5 0.0130 0.23 Q | | | |
1+10 0.0146 0.22 Q | | | |
1+15 0.0160 0.21 Q | | | |
1+20 0.0174 0.20 Q | | | |
1+25 0.0188 0.20 Q | | | |
1+30 0.0201 0.20 Q | | | |
1+35 0.0215 0.20 Q | | | |
1+40 0.0229 0.20 Q | | | |
1+45 0.0242 0.20 Q | | | |
1+50 0.0256 0.20 Q | | | |
1+55 0.0271 0.22 Q | | | |
2+ 0 0.0287 0.24 Q | | | |
2+ 5 0.0304 0.24 Q | | | |
2+10 0.0321 0.25 Q | | | |
2+15 0.0338 0.25 |Q | | | |
2+20 0.0356 0.25 |Q | | | |
2+25 0.0373 0.25 |Q | | | |
2+30 0.0391 0.26 |Q | | | |
2+35 0.0409 0.26 |Q | | | |
2+40 0.0428 0.28 |Q | | | |
2+45 0.0449 0.30 |Q | | | |
2+50 0.0470 0.31 |Q | | | |
2+55 0.0491 0.31 |Q | | | |
3+ 0 0.0513 0.31 |Q | | | |
3+ 5 0.0535 0.32 |Q | | | |
F.2.l
Packet Pg. 732 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX5245
3+10 0.0557 0.32 |Q | | | |
3+15 0.0579 0.32 |Q | | | |
3+20 0.0601 0.32 |Q | | | |
3+25 0.0623 0.32 |Q | | | |
3+30 0.0645 0.32 |Q | | | |
3+35 0.0668 0.32 |Q | | | |
3+40 0.0690 0.32 |QV | | | |
3+45 0.0712 0.32 |QV | | | |
3+50 0.0735 0.33 |QV | | | |
3+55 0.0759 0.35 |QV | | | |
4+ 0 0.0784 0.36 |QV | | | |
4+ 5 0.0809 0.37 |QV | | | |
4+10 0.0835 0.38 |QV | | | |
4+15 0.0862 0.38 |QV | | | |
4+20 0.0888 0.39 |QV | | | |
4+25 0.0916 0.41 |QV | | | |
4+30 0.0945 0.43 |QV | | | |
4+35 0.0975 0.43 |QV | | | |
4+40 0.1006 0.44 |Q V | | | |
4+45 0.1036 0.44 |Q V | | | |
4+50 0.1067 0.45 |Q V | | | |
4+55 0.1100 0.47 |Q V | | | |
5+ 0 0.1133 0.49 |Q V | | | |
5+ 5 0.1167 0.49 |Q V | | | |
5+10 0.1199 0.46 |Q V | | | |
5+15 0.1228 0.43 |Q V | | | |
5+20 0.1257 0.42 |Q V | | | |
5+25 0.1286 0.43 |Q V | | | |
5+30 0.1317 0.44 |Q V | | | |
5+35 0.1348 0.45 |Q V | | | |
5+40 0.1381 0.47 |Q V | | | |
5+45 0.1415 0.49 |Q V | | | |
5+50 0.1449 0.50 | Q V | | | |
5+55 0.1484 0.51 | Q V | | | |
6+ 0 0.1519 0.51 | Q V | | | |
6+ 5 0.1554 0.52 | Q V | | | |
6+10 0.1591 0.53 | Q V | | | |
6+15 0.1629 0.55 | Q V | | | |
6+20 0.1668 0.56 | Q V | | | |
6+25 0.1707 0.57 | Q V | | | |
6+30 0.1747 0.57 | Q V | | | |
6+35 0.1787 0.58 | Q V | | | |
6+40 0.1828 0.60 | Q V | | | |
6+45 0.1871 0.62 | Q V | | | |
6+50 0.1914 0.63 | Q V | | | |
6+55 0.1958 0.63 | Q V | | | |
7+ 0 0.2002 0.64 | Q V | | | |
7+ 5 0.2046 0.64 | Q V | | | |
7+10 0.2090 0.64 | Q V | | | |
7+15 0.2134 0.64 | Q V | | | |
7+20 0.2179 0.65 | Q V | | | |
7+25 0.2225 0.67 | Q V | | | |
7+30 0.2272 0.69 | Q V | | | |
7+35 0.2321 0.70 | Q V | | | |
7+40 0.2370 0.72 | Q V | | | |
7+45 0.2422 0.74 | Q V | | | |
7+50 0.2474 0.76 | Q V | | | |
7+55 0.2528 0.78 | Q V | | | |
8+ 0 0.2583 0.81 | Q V | | | |
8+ 5 0.2640 0.83 | Q V | | | |
8+10 0.2700 0.87 | Q V | | | |
8+15 0.2763 0.91 | Q V | | | |
8+20 0.2827 0.93 | Q V | | | |
8+25 0.2891 0.94 | Q V | | | |
8+30 0.2957 0.95 | Q V | | | |
8+35 0.3023 0.96 | Q V| | | |
8+40 0.3090 0.98 | Q V| | | |
8+45 0.3160 1.00 | Q V| | | |
8+50 0.3230 1.02 | Q V| | | |
8+55 0.3302 1.04 | Q V| | | |
9+ 0 0.3375 1.07 | Q V | | |
9+ 5 0.3450 1.09 | Q V | | |
9+10 0.3527 1.13 | Q V | | |
9+15 0.3608 1.17 | Q V | | |
9+20 0.3690 1.19 | Q |V | | |
9+25 0.3774 1.22 | Q |V | | |
9+30 0.3860 1.25 | Q |V | | |
F.2.l
Packet Pg. 733 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX5245
9+35 0.3948 1.27 | Q |V | | |
9+40 0.4037 1.29 | Q | V | | |
9+45 0.4128 1.32 | Q | V | | |
9+50 0.4220 1.34 | Q | V | | |
9+55 0.4313 1.36 | Q | V | | |
10+ 0 0.4409 1.39 | Q | V | | |
10+ 5 0.4503 1.37 | Q | V | | |
10+10 0.4589 1.25 | Q | V | | |
10+15 0.4666 1.12 | Q | V | | |
10+20 0.4740 1.07 | Q | V | | |
10+25 0.4812 1.05 | Q | V | | |
10+30 0.4883 1.03 | Q | V | | |
10+35 0.4954 1.04 | Q | V | | |
10+40 0.5031 1.12 | Q | V | | |
10+45 0.5114 1.20 | Q | V | | |
10+50 0.5199 1.23 | Q | V | | |
10+55 0.5285 1.25 | Q | V | | |
11+ 0 0.5372 1.26 | Q | V | | |
11+ 5 0.5459 1.27 | Q | V | | |
11+10 0.5546 1.25 | Q | V | | |
11+15 0.5631 1.24 | Q | V | | |
11+20 0.5716 1.23 | Q | V | | |
11+25 0.5801 1.23 | Q | V | | |
11+30 0.5885 1.23 | Q | V | | |
11+35 0.5970 1.22 | Q | V | | |
11+40 0.6052 1.19 | Q | V | | |
11+45 0.6131 1.15 | Q | V | | |
11+50 0.6209 1.14 | Q | V | | |
11+55 0.6289 1.15 | Q | V | | |
12+ 0 0.6369 1.16 | Q | V| | |
12+ 5 0.6451 1.19 | Q | V| | |
12+10 0.6542 1.32 | Q | V| | |
12+15 0.6642 1.45 | Q | V| | |
12+20 0.6746 1.51 | Q | V | |
12+25 0.6853 1.56 | Q | V | |
12+30 0.6963 1.60 | Q | V | |
12+35 0.7076 1.63 | Q | |V | |
12+40 0.7192 1.68 | Q | |V | |
12+45 0.7311 1.73 | Q | |V | |
12+50 0.7432 1.76 | Q | | V | |
12+55 0.7555 1.79 | Q | | V | |
13+ 0 0.7681 1.82 | Q | | V | |
13+ 5 0.7809 1.86 | Q | | V | |
13+10 0.7944 1.96 | Q | | V | |
13+15 0.8086 2.06 | Q | | V | |
13+20 0.8232 2.11 | Q | | V | |
13+25 0.8379 2.13 | Q | | V | |
13+30 0.8527 2.15 | Q | | V | |
13+35 0.8673 2.12 | Q | | V | |
13+40 0.8806 1.93 | Q | | V | |
13+45 0.8925 1.73 | Q | | V | |
13+50 0.9039 1.65 | Q | | V | |
13+55 0.9149 1.61 | Q | | V | |
14+ 0 0.9258 1.58 | Q | | V | |
14+ 5 0.9366 1.57 | Q | | V | |
14+10 0.9479 1.63 | Q | | V | |
14+15 0.9595 1.69 | Q | | V | |
14+20 0.9713 1.71 | Q | | V| |
14+25 0.9831 1.70 | Q | | V| |
14+30 0.9947 1.69 | Q | | V| |
14+35 1.0063 1.68 | Q | | V |
14+40 1.0179 1.68 | Q | | V |
14+45 1.0295 1.68 | Q | | V |
14+50 1.0410 1.68 | Q | | |V |
14+55 1.0524 1.66 | Q | | |V |
15+ 0 1.0637 1.64 | Q | | |V |
15+ 5 1.0750 1.63 | Q | | | V |
15+10 1.0860 1.61 | Q | | | V |
15+15 1.0970 1.59 | Q | | | V |
15+20 1.1078 1.57 | Q | | | V |
15+25 1.1185 1.55 | Q | | | V |
15+30 1.1290 1.53 | Q | | | V |
15+35 1.1393 1.50 | Q | | | V |
15+40 1.1491 1.42 | Q | | | V |
15+45 1.1583 1.34 | Q | | | V |
15+50 1.1673 1.31 | Q | | | V |
15+55 1.1762 1.29 | Q | | | V |
F.2.l
Packet Pg. 734 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX5245
16+ 0 1.1849 1.27 | Q | | | V |
16+ 5 1.1932 1.20 | Q | | | V |
16+10 1.1995 0.92 | Q | | | V |
16+15 1.2038 0.63 | Q | | | V |
16+20 1.2074 0.51 | Q | | | V |
16+25 1.2104 0.44 |Q | | | V |
16+30 1.2131 0.40 |Q | | | V |
16+35 1.2156 0.36 |Q | | | V |
16+40 1.2178 0.31 |Q | | | V |
16+45 1.2197 0.28 |Q | | | V |
16+50 1.2214 0.25 |Q | | | V |
16+55 1.2230 0.24 Q | | | V |
17+ 0 1.2246 0.22 Q | | | V |
17+ 5 1.2261 0.22 Q | | | V |
17+10 1.2279 0.25 |Q | | | V |
17+15 1.2298 0.28 |Q | | | V |
17+20 1.2318 0.29 |Q | | | V |
17+25 1.2339 0.30 |Q | | | V |
17+30 1.2360 0.31 |Q | | | V |
17+35 1.2382 0.31 |Q | | | V |
17+40 1.2404 0.31 |Q | | | V |
17+45 1.2425 0.32 |Q | | | V |
17+50 1.2447 0.31 |Q | | | V |
17+55 1.2468 0.30 |Q | | | V |
18+ 0 1.2487 0.28 |Q | | | V |
18+ 5 1.2506 0.27 |Q | | | V |
18+10 1.2524 0.27 |Q | | | V |
18+15 1.2543 0.27 |Q | | | V |
18+20 1.2561 0.27 |Q | | | V |
18+25 1.2579 0.26 |Q | | | V |
18+30 1.2597 0.26 |Q | | | V |
18+35 1.2615 0.26 |Q | | | V |
18+40 1.2631 0.24 Q | | | V |
18+45 1.2647 0.22 Q | | | V |
18+50 1.2661 0.21 Q | | | V |
18+55 1.2673 0.18 Q | | | V |
19+ 0 1.2685 0.16 Q | | | V |
19+ 5 1.2695 0.16 Q | | | V |
19+10 1.2707 0.17 Q | | | V |
19+15 1.2720 0.18 Q | | | V |
19+20 1.2733 0.19 Q | | | V |
19+25 1.2747 0.21 Q | | | V |
19+30 1.2763 0.23 Q | | | V |
19+35 1.2780 0.24 Q | | | V |
19+40 1.2795 0.22 Q | | | V |
19+45 1.2809 0.21 Q | | | V |
19+50 1.2823 0.20 Q | | | V |
19+55 1.2835 0.18 Q | | | V |
20+ 0 1.2846 0.16 Q | | | V |
20+ 5 1.2856 0.15 Q | | | V |
20+10 1.2868 0.17 Q | | | V |
20+15 1.2880 0.18 Q | | | V |
20+20 1.2893 0.19 Q | | | V |
20+25 1.2906 0.19 Q | | | V |
20+30 1.2919 0.19 Q | | | V |
20+35 1.2933 0.19 Q | | | V |
20+40 1.2946 0.19 Q | | | V |
20+45 1.2959 0.19 Q | | | V |
20+50 1.2972 0.19 Q | | | V |
20+55 1.2984 0.17 Q | | | V |
21+ 0 1.2994 0.15 Q | | | V |
21+ 5 1.3005 0.15 Q | | | V |
21+10 1.3016 0.16 Q | | | V |
21+15 1.3028 0.18 Q | | | V |
21+20 1.3041 0.18 Q | | | V |
21+25 1.3052 0.17 Q | | | V|
21+30 1.3062 0.15 Q | | | V|
21+35 1.3072 0.15 Q | | | V|
21+40 1.3083 0.16 Q | | | V|
21+45 1.3095 0.18 Q | | | V|
21+50 1.3108 0.18 Q | | | V|
21+55 1.3119 0.16 Q | | | V|
22+ 0 1.3129 0.15 Q | | | V|
22+ 5 1.3139 0.15 Q | | | V|
22+10 1.3150 0.16 Q | | | V|
22+15 1.3162 0.18 Q | | | V|
22+20 1.3175 0.18 Q | | | V|
F.2.l
Packet Pg. 735 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX5245
22+25 1.3186 0.16 Q | | | V|
22+30 1.3196 0.15 Q | | | V|
22+35 1.3206 0.14 Q | | | V|
22+40 1.3215 0.14 Q | | | V|
22+45 1.3225 0.14 Q | | | V|
22+50 1.3234 0.13 Q | | | V|
22+55 1.3243 0.13 Q | | | V|
23+ 0 1.3252 0.13 Q | | | V|
23+ 5 1.3261 0.13 Q | | | V|
23+10 1.3270 0.13 Q | | | V|
23+15 1.3279 0.13 Q | | | V|
23+20 1.3288 0.13 Q | | | V|
23+25 1.3297 0.13 Q | | | V|
23+30 1.3306 0.13 Q | | | V|
23+35 1.3315 0.13 Q | | | V|
23+40 1.3324 0.13 Q | | | V|
23+45 1.3333 0.13 Q | | | V|
23+50 1.3342 0.13 Q | | | V|
23+55 1.3351 0.13 Q | | | V|
24+ 0 1.3360 0.13 Q | | | V|
24+ 5 1.3368 0.12 Q | | | V|
24+10 1.3374 0.08 Q | | | V|
24+15 1.3377 0.05 Q | | | V|
24+20 1.3379 0.03 Q | | | V|
24+25 1.3381 0.02 Q | | | V|
24+30 1.3382 0.02 Q | | | V|
24+35 1.3383 0.01 Q | | | V|
24+40 1.3384 0.01 Q | | | V|
24+45 1.3384 0.01 Q | | | V|
24+50 1.3385 0.01 Q | | | V|
24+55 1.3385 0.00 Q | | | V|
25+ 0 1.3385 0.00 Q | | | V|
25+ 5 1.3385 0.00 Q | | | V|
25+10 1.3385 0.00 Q | | | V|
25+15 1.3385 0.00 Q | | | V
-----------------------------------------------------------------------
F.2.l
Packet Pg. 736 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX10110
U n i t H y d r o g r a p h A n a l y s i s
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2014, Version 9.0 Study date 07/31/20 File: 3828EX10110.out
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method
RCFC & WCD Manual date - April 1978
Program License Serial Number 6400
--------------------------------------------------------------------- English (in-lb) Input Units Used
English Rainfall Data (Inches) Input Values Used
English Units used in output format
--------------------------------------------------------------------- TEI JOB 3828
OPTION 1 - HIGH CUBE
EXISTING CONDITION 10-YEAR STORM EVENT
-------------------------------------------------------------------- Drainage Area = 67.10(Ac.) = 0.105 Sq. Mi.
Drainage Area for Depth-Area Areal Adjustment = 67.10(Ac.) = 0.105 Sq. Mi.
Length along longest watercourse = 3400.00(Ft.)
Length along longest watercourse measured to centroid = 1280.00(Ft.) Length along longest watercourse = 0.644 Mi.
Length along longest watercourse measured to centroid = 0.242 Mi.
Difference in elevation = 44.00(Ft.)
Slope along watercourse = 68.3294 Ft./Mi.
Average Manning's 'N' = 0.030
Lag time = 0.159 Hr.
Lag time = 9.56 Min.
25% of lag time = 2.39 Min.
40% of lag time = 3.82 Min.
Unit time = 5.00 Min.
Duration of storm = 1 Hour(s)
User Entered Base Flow = 0.00(CFS)
2 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 0.50 33.55
100 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 1.20 80.52
STORM EVENT (YEAR) = 10.00
Area Averaged 2-Year Rainfall = 0.500(In)
Area Averaged 100-Year Rainfall = 1.200(In)
Point rain (area averaged) = 0.788(In)
Areal adjustment factor = 99.94 %
Adjusted average point rain = 0.788(In)
Sub-Area Data:
Area(Ac.) Runoff Index Impervious %
67.100 76.00 0.000
Total Area Entered = 67.10(Ac.)
RI RI Infil. Rate Impervious Adj. Infil. Rate Area% F
AMC2 AMC-2 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr)
76.0 76.0 0.291 0.000 0.291 1.000 0.291
Sum (F) = 0.291
F.2.l
Packet Pg. 737 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX10110
Area averaged mean soil loss (F) (In/Hr) = 0.291
Minimum soil loss rate ((In/Hr)) = 0.146
(for 24 hour storm duration)
Soil low loss rate (decimal) = 0.900
--------------------------------------------------------------------- Slope of intensity-duration curve for a 1 hour storm =0.5000 ---------------------------------------------------------------------- U n i t H y d r o g r a p h
VALLEY S-Curve
-------------------------------------------------------------------- Unit Hydrograph Data
--------------------------------------------------------------------- Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph % (CFS)
--------------------------------------------------------------------- 1 0.083 52.307 6.571 4.443
2 0.167 104.614 28.083 18.991
3 0.250 156.922 28.549 19.306
4 0.333 209.229 12.179 8.236
5 0.417 261.536 6.595 4.460
6 0.500 313.843 4.589 3.103
7 0.583 366.151 3.296 2.229
8 0.667 418.458 2.462 1.665
9 0.750 470.765 1.797 1.215
10 0.833 523.072 1.548 1.047
11 0.917 575.380 1.191 0.806
12 1.000 627.687 0.940 0.636
13 1.083 679.994 0.721 0.488
14 1.167 732.301 0.542 0.367
15 1.250 784.608 0.523 0.354
16 1.333 836.916 0.415 0.281
Sum = 100.000 Sum= 67.624
----------------------------------------------------------------------- The following loss rate calculations reflect use of the minimum calculated loss rate subtracted from the Storm Rain to produce the maximum Effective Rain value Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max | Low (In/Hr)
1 0.08 4.20 0.397 0.291 ( 0.357) 0.106
2 0.17 4.30 0.406 0.291 ( 0.366) 0.115
3 0.25 5.00 0.473 0.291 ( 0.425) 0.181
4 0.33 5.00 0.473 0.291 ( 0.425) 0.181
5 0.42 5.80 0.548 0.291 ( 0.493) 0.257
6 0.50 6.50 0.614 0.291 ( 0.553) 0.323
7 0.58 7.40 0.699 0.291 ( 0.629) 0.408
8 0.67 8.60 0.813 0.291 ( 0.731) 0.522
9 0.75 12.30 1.162 0.291 ( 1.046) 0.871
10 0.83 29.10 2.750 0.291 ( 2.475) 2.459
11 0.92 6.80 0.643 0.291 ( 0.578) 0.351
12 1.00 5.00 0.473 0.291 ( 0.425) 0.181
(Loss Rate Not Used)
Sum = 100.0 Sum = 6.0
Flood volume = Effective rainfall 0.50(In)
times area 67.1(Ac.)/[(In)/(Ft.)] = 2.8(Ac.Ft)
Total soil loss = 0.29(In)
Total soil loss = 1.628(Ac.Ft)
Total rainfall = 0.79(In)
Flood volume = 120886.9 Cubic Feet
Total soil loss = 70928.5 Cubic Feet
-------------------------------------------------------------------- Peak flow rate of this hydrograph = 73.530(CFS)
-------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 1 - H O U R S T O R M
R u n o f f H y d r o g r a p h
-------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS))
-------------------------------------------------------------------- Time(h+m) Volume Ac.Ft Q(CFS) 0 20.0 40.0 60.0 80.0
----------------------------------------------------------------------- 0+ 5 0.0032 0.47 Q | | | |
0+10 0.0206 2.52 VQ | | | |
0+15 0.0553 5.04 V Q | | | |
F.2.l
Packet Pg. 738 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX10110
0+20 0.1059 7.35 |V Q | | | |
0+25 0.1714 9.51 | V Q | | | |
0+30 0.2551 12.16 | V Q | | | |
0+35 0.3640 15.81 | V Q | | | |
0+40 0.5033 20.23 | V Q | | |
0+45 0.6876 26.76 | V| Q | | |
0+50 0.9915 44.12 | | V | Q | |
0+55 1.4979 73.53 | | |V | Q |
1+ 0 1.9625 67.47 | | | V | Q |
1+ 5 2.2257 38.22 | | Q| | V |
1+10 2.3837 22.93 | |Q | | V |
1+15 2.4858 14.83 | Q | | | V |
1+20 2.5584 10.55 | Q | | | V |
1+25 2.6127 7.87 | Q | | | V |
1+30 2.6536 5.94 | Q | | | V |
1+35 2.6866 4.80 | Q | | | V |
1+40 2.7122 3.72 |Q | | | V|
1+45 2.7321 2.89 |Q | | | V|
1+50 2.7471 2.19 |Q | | | V|
1+55 2.7585 1.64 Q | | | V|
2+ 0 2.7676 1.33 Q | | | V|
2+ 5 2.7737 0.88 Q | | | V|
2+10 2.7748 0.16 Q | | | V|
2+15 2.7752 0.05 Q | | | V|
-----------------------------------------------------------------------
F.2.l
Packet Pg. 739 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX10310
U n i t H y d r o g r a p h A n a l y s i s
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2014, Version 9.0 Study date 07/31/20 File: 3828EX10310.out
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method
RCFC & WCD Manual date - April 1978
Program License Serial Number 6400
--------------------------------------------------------------------- English (in-lb) Input Units Used
English Rainfall Data (Inches) Input Values Used
English Units used in output format
--------------------------------------------------------------------- TEI JOB 3828
OPTION 1 - HIGH CUBE
EXISTING CONDITION 10-YEAR STORM EVENT
-------------------------------------------------------------------- Drainage Area = 67.10(Ac.) = 0.105 Sq. Mi.
Drainage Area for Depth-Area Areal Adjustment = 67.10(Ac.) = 0.105 Sq. Mi.
Length along longest watercourse = 3400.00(Ft.)
Length along longest watercourse measured to centroid = 1280.00(Ft.) Length along longest watercourse = 0.644 Mi.
Length along longest watercourse measured to centroid = 0.242 Mi.
Difference in elevation = 44.00(Ft.)
Slope along watercourse = 68.3294 Ft./Mi.
Average Manning's 'N' = 0.030
Lag time = 0.159 Hr.
Lag time = 9.56 Min.
25% of lag time = 2.39 Min.
40% of lag time = 3.82 Min.
Unit time = 5.00 Min.
Duration of storm = 3 Hour(s)
User Entered Base Flow = 0.00(CFS)
2 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 0.80 53.68
100 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 1.86 124.81
STORM EVENT (YEAR) = 10.00
Area Averaged 2-Year Rainfall = 0.800(In)
Area Averaged 100-Year Rainfall = 1.860(In)
Point rain (area averaged) = 1.236(In)
Areal adjustment factor = 99.97 %
Adjusted average point rain = 1.236(In)
Sub-Area Data:
Area(Ac.) Runoff Index Impervious %
67.100 76.00 0.000
Total Area Entered = 67.10(Ac.)
RI RI Infil. Rate Impervious Adj. Infil. Rate Area% F
AMC2 AMC-2 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr)
76.0 76.0 0.291 0.000 0.291 1.000 0.291
Sum (F) = 0.291
F.2.l
Packet Pg. 740 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX10310
Area averaged mean soil loss (F) (In/Hr) = 0.291
Minimum soil loss rate ((In/Hr)) = 0.146
(for 24 hour storm duration)
Soil low loss rate (decimal) = 0.900
--------------------------------------------------------------------- U n i t H y d r o g r a p h
VALLEY S-Curve
-------------------------------------------------------------------- Unit Hydrograph Data
--------------------------------------------------------------------- Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph % (CFS)
--------------------------------------------------------------------- 1 0.083 52.307 6.571 4.443
2 0.167 104.614 28.083 18.991
3 0.250 156.922 28.549 19.306
4 0.333 209.229 12.179 8.236
5 0.417 261.536 6.595 4.460
6 0.500 313.843 4.589 3.103
7 0.583 366.151 3.296 2.229
8 0.667 418.458 2.462 1.665
9 0.750 470.765 1.797 1.215
10 0.833 523.072 1.548 1.047
11 0.917 575.380 1.191 0.806
12 1.000 627.687 0.940 0.636
13 1.083 679.994 0.721 0.488
14 1.167 732.301 0.542 0.367
15 1.250 784.608 0.523 0.354
16 1.333 836.916 0.415 0.281
Sum = 100.000 Sum= 67.624
----------------------------------------------------------------------- The following loss rate calculations reflect use of the minimum calculated loss rate subtracted from the Storm Rain to produce the maximum Effective Rain value Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max | Low (In/Hr)
1 0.08 1.30 0.193 ( 0.291) 0.173 0.019
2 0.17 1.30 0.193 ( 0.291) 0.173 0.019
3 0.25 1.10 0.163 ( 0.291) 0.147 0.016
4 0.33 1.50 0.222 ( 0.291) 0.200 0.022
5 0.42 1.50 0.222 ( 0.291) 0.200 0.022
6 0.50 1.80 0.267 ( 0.291) 0.240 0.027
7 0.58 1.50 0.222 ( 0.291) 0.200 0.022
8 0.67 1.80 0.267 ( 0.291) 0.240 0.027
9 0.75 1.80 0.267 ( 0.291) 0.240 0.027
10 0.83 1.50 0.222 ( 0.291) 0.200 0.022
11 0.92 1.60 0.237 ( 0.291) 0.214 0.024
12 1.00 1.80 0.267 ( 0.291) 0.240 0.027
13 1.08 2.20 0.326 0.291 ( 0.294) 0.035
14 1.17 2.20 0.326 0.291 ( 0.294) 0.035
15 1.25 2.20 0.326 0.291 ( 0.294) 0.035
16 1.33 2.00 0.297 ( 0.291) 0.267 0.030
17 1.42 2.60 0.386 0.291 ( 0.347) 0.094
18 1.50 2.70 0.400 0.291 ( 0.360) 0.109
19 1.58 2.40 0.356 0.291 ( 0.320) 0.065
20 1.67 2.70 0.400 0.291 ( 0.360) 0.109
21 1.75 3.30 0.489 0.291 ( 0.440) 0.198
22 1.83 3.10 0.460 0.291 ( 0.414) 0.168
23 1.92 2.90 0.430 0.291 ( 0.387) 0.139
24 2.00 3.00 0.445 0.291 ( 0.400) 0.154
25 2.08 3.10 0.460 0.291 ( 0.414) 0.168
26 2.17 4.20 0.623 0.291 ( 0.561) 0.332
27 2.25 5.00 0.741 0.291 ( 0.667) 0.450
28 2.33 3.50 0.519 0.291 ( 0.467) 0.228
29 2.42 6.80 1.008 0.291 ( 0.908) 0.717
30 2.50 7.30 1.082 0.291 ( 0.974) 0.791
31 2.58 8.20 1.216 0.291 ( 1.094) 0.925
32 2.67 5.90 0.875 0.291 ( 0.787) 0.584
33 2.75 2.00 0.297 ( 0.291) 0.267 0.030
34 2.83 1.80 0.267 ( 0.291) 0.240 0.027
35 2.92 1.80 0.267 ( 0.291) 0.240 0.027
36 3.00 0.60 0.089 ( 0.291) 0.080 0.009
(Loss Rate Not Used)
Sum = 100.0 Sum = 5.7
F.2.l
Packet Pg. 741 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX10310
Flood volume = Effective rainfall 0.48(In)
times area 67.1(Ac.)/[(In)/(Ft.)] = 2.7(Ac.Ft)
Total soil loss = 0.76(In)
Total soil loss = 4.239(Ac.Ft)
Total rainfall = 1.24(In)
Flood volume = 116359.0 Cubic Feet
Total soil loss = 184631.4 Cubic Feet
-------------------------------------------------------------------- Peak flow rate of this hydrograph = 45.530(CFS)
-------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 3 - H O U R S T O R M
R u n o f f H y d r o g r a p h
-------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS))
-------------------------------------------------------------------- Time(h+m) Volume Ac.Ft Q(CFS) 0 12.5 25.0 37.5 50.0
----------------------------------------------------------------------- 0+ 5 0.0006 0.09 Q | | | |
0+10 0.0037 0.45 Q | | | |
0+15 0.0093 0.81 Q | | | |
0+20 0.0158 0.94 Q | | | |
0+25 0.0232 1.08 Q | | | |
0+30 0.0318 1.25 VQ | | | |
0+35 0.0414 1.39 VQ | | | |
0+40 0.0515 1.47 VQ | | | |
0+45 0.0621 1.54 VQ | | | |
0+50 0.0732 1.61 |Q | | | |
0+55 0.0841 1.59 |Q | | | |
1+ 0 0.0950 1.58 |Q | | | |
1+ 5 0.1066 1.69 |Q | | | |
1+10 0.1198 1.91 |Q | | | |
1+15 0.1343 2.11 |QV | | | |
1+20 0.1492 2.17 |QV | | | |
1+25 0.1658 2.40 |QV | | | |
1+30 0.1908 3.63 | Q | | | |
1+35 0.2248 4.94 | Q | | | |
1+40 0.2600 5.11 | VQ | | | |
1+45 0.3006 5.90 | Q | | | |
1+50 0.3571 8.21 | VQ | | | |
1+55 0.4232 9.59 | VQ | | | |
2+ 0 0.4883 9.46 | Q | | | |
2+ 5 0.5539 9.53 | QV | | | |
2+10 0.6285 10.83 | QV| | | |
2+15 0.7313 14.93 | VQ | | |
2+20 0.8662 19.58 | | V Q | | |
2+25 1.0130 21.32 | | V Q | | |
2+30 1.2092 28.48 | | V | Q | |
2+35 1.4794 39.23 | | | V |Q |
2+40 1.7930 45.53 | | | V | Q |
2+45 2.0811 41.84 | | | |V Q |
2+50 2.2712 27.60 | | | Q | V |
2+55 2.3809 15.93 | | Q | | V |
3+ 0 2.4574 11.11 | Q | | | V |
3+ 5 2.5135 8.15 | Q | | | V |
3+10 2.5544 5.95 | Q | | | V |
3+15 2.5850 4.43 | Q | | | V |
3+20 2.6087 3.44 | Q | | | V|
3+25 2.6274 2.71 | Q | | | V|
3+30 2.6415 2.04 |Q | | | V|
3+35 2.6520 1.53 |Q | | | V|
3+40 2.6602 1.18 Q | | | V|
3+45 2.6658 0.83 Q | | | V|
3+50 2.6694 0.51 Q | | | V|
3+55 2.6708 0.20 Q | | | V|
4+ 0 2.6710 0.03 Q | | | V|
4+ 5 2.6711 0.02 Q | | | V|
4+10 2.6712 0.01 Q | | | V|
4+15 2.6712 0.00 Q | | | V|
-----------------------------------------------------------------------
F.2.l
Packet Pg. 742 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX10610
U n i t H y d r o g r a p h A n a l y s i s
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2014, Version 9.0 Study date 07/31/20 File: 3828EX10610.out
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method
RCFC & WCD Manual date - April 1978
Program License Serial Number 6400
--------------------------------------------------------------------- English (in-lb) Input Units Used
English Rainfall Data (Inches) Input Values Used
English Units used in output format
--------------------------------------------------------------------- TEI JOB 3828
OPTION 1 - HIGH CUBE
EXISTING CONDITION 10-YEAR STORM EVENT
-------------------------------------------------------------------- Drainage Area = 67.10(Ac.) = 0.105 Sq. Mi.
Drainage Area for Depth-Area Areal Adjustment = 67.10(Ac.) = 0.105 Sq. Mi.
Length along longest watercourse = 3400.00(Ft.)
Length along longest watercourse measured to centroid = 1280.00(Ft.) Length along longest watercourse = 0.644 Mi.
Length along longest watercourse measured to centroid = 0.242 Mi.
Difference in elevation = 44.00(Ft.)
Slope along watercourse = 68.3294 Ft./Mi.
Average Manning's 'N' = 0.030
Lag time = 0.159 Hr.
Lag time = 9.56 Min.
25% of lag time = 2.39 Min.
40% of lag time = 3.82 Min.
Unit time = 5.00 Min.
Duration of storm = 6 Hour(s)
User Entered Base Flow = 0.00(CFS)
2 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 1.15 77.16
100 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 2.50 167.75
STORM EVENT (YEAR) = 10.00
Area Averaged 2-Year Rainfall = 1.150(In)
Area Averaged 100-Year Rainfall = 2.500(In)
Point rain (area averaged) = 1.705(In)
Areal adjustment factor = 99.98 %
Adjusted average point rain = 1.705(In)
Sub-Area Data:
Area(Ac.) Runoff Index Impervious %
67.100 76.00 0.000
Total Area Entered = 67.10(Ac.)
RI RI Infil. Rate Impervious Adj. Infil. Rate Area% F
AMC2 AMC-2 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr)
76.0 76.0 0.291 0.000 0.291 1.000 0.291
Sum (F) = 0.291
F.2.l
Packet Pg. 743 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX10610
Area averaged mean soil loss (F) (In/Hr) = 0.291
Minimum soil loss rate ((In/Hr)) = 0.146
(for 24 hour storm duration)
Soil low loss rate (decimal) = 0.900
--------------------------------------------------------------------- U n i t H y d r o g r a p h
VALLEY S-Curve
-------------------------------------------------------------------- Unit Hydrograph Data
--------------------------------------------------------------------- Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph % (CFS)
--------------------------------------------------------------------- 1 0.083 52.307 6.571 4.443
2 0.167 104.614 28.083 18.991
3 0.250 156.922 28.549 19.306
4 0.333 209.229 12.179 8.236
5 0.417 261.536 6.595 4.460
6 0.500 313.843 4.589 3.103
7 0.583 366.151 3.296 2.229
8 0.667 418.458 2.462 1.665
9 0.750 470.765 1.797 1.215
10 0.833 523.072 1.548 1.047
11 0.917 575.380 1.191 0.806
12 1.000 627.687 0.940 0.636
13 1.083 679.994 0.721 0.488
14 1.167 732.301 0.542 0.367
15 1.250 784.608 0.523 0.354
16 1.333 836.916 0.415 0.281
Sum = 100.000 Sum= 67.624
----------------------------------------------------------------------- The following loss rate calculations reflect use of the minimum calculated loss rate subtracted from the Storm Rain to produce the maximum Effective Rain value Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max | Low (In/Hr)
1 0.08 0.50 0.102 ( 0.291) 0.092 0.010
2 0.17 0.60 0.123 ( 0.291) 0.110 0.012
3 0.25 0.60 0.123 ( 0.291) 0.110 0.012
4 0.33 0.60 0.123 ( 0.291) 0.110 0.012
5 0.42 0.60 0.123 ( 0.291) 0.110 0.012
6 0.50 0.70 0.143 ( 0.291) 0.129 0.014
7 0.58 0.70 0.143 ( 0.291) 0.129 0.014
8 0.67 0.70 0.143 ( 0.291) 0.129 0.014
9 0.75 0.70 0.143 ( 0.291) 0.129 0.014
10 0.83 0.70 0.143 ( 0.291) 0.129 0.014
11 0.92 0.70 0.143 ( 0.291) 0.129 0.014
12 1.00 0.80 0.164 ( 0.291) 0.147 0.016
13 1.08 0.80 0.164 ( 0.291) 0.147 0.016
14 1.17 0.80 0.164 ( 0.291) 0.147 0.016
15 1.25 0.80 0.164 ( 0.291) 0.147 0.016
16 1.33 0.80 0.164 ( 0.291) 0.147 0.016
17 1.42 0.80 0.164 ( 0.291) 0.147 0.016
18 1.50 0.80 0.164 ( 0.291) 0.147 0.016
19 1.58 0.80 0.164 ( 0.291) 0.147 0.016
20 1.67 0.80 0.164 ( 0.291) 0.147 0.016
21 1.75 0.80 0.164 ( 0.291) 0.147 0.016
22 1.83 0.80 0.164 ( 0.291) 0.147 0.016
23 1.92 0.80 0.164 ( 0.291) 0.147 0.016
24 2.00 0.90 0.184 ( 0.291) 0.166 0.018
25 2.08 0.80 0.164 ( 0.291) 0.147 0.016
26 2.17 0.90 0.184 ( 0.291) 0.166 0.018
27 2.25 0.90 0.184 ( 0.291) 0.166 0.018
28 2.33 0.90 0.184 ( 0.291) 0.166 0.018
29 2.42 0.90 0.184 ( 0.291) 0.166 0.018
30 2.50 0.90 0.184 ( 0.291) 0.166 0.018
31 2.58 0.90 0.184 ( 0.291) 0.166 0.018
32 2.67 0.90 0.184 ( 0.291) 0.166 0.018
33 2.75 1.00 0.205 ( 0.291) 0.184 0.020
34 2.83 1.00 0.205 ( 0.291) 0.184 0.020
35 2.92 1.00 0.205 ( 0.291) 0.184 0.020
36 3.00 1.00 0.205 ( 0.291) 0.184 0.020
37 3.08 1.00 0.205 ( 0.291) 0.184 0.020
38 3.17 1.10 0.225 ( 0.291) 0.203 0.023
F.2.l
Packet Pg. 744 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX10610
39 3.25 1.10 0.225 ( 0.291) 0.203 0.023
40 3.33 1.10 0.225 ( 0.291) 0.203 0.023
41 3.42 1.20 0.246 ( 0.291) 0.221 0.025
42 3.50 1.30 0.266 ( 0.291) 0.239 0.027
43 3.58 1.40 0.286 ( 0.291) 0.258 0.029
44 3.67 1.40 0.286 ( 0.291) 0.258 0.029
45 3.75 1.50 0.307 ( 0.291) 0.276 0.031
46 3.83 1.50 0.307 ( 0.291) 0.276 0.031
47 3.92 1.60 0.327 0.291 ( 0.295) 0.036
48 4.00 1.60 0.327 0.291 ( 0.295) 0.036
49 4.08 1.70 0.348 0.291 ( 0.313) 0.057
50 4.17 1.80 0.368 0.291 ( 0.331) 0.077
51 4.25 1.90 0.389 0.291 ( 0.350) 0.098
52 4.33 2.00 0.409 0.291 ( 0.368) 0.118
53 4.42 2.10 0.430 0.291 ( 0.387) 0.138
54 4.50 2.10 0.430 0.291 ( 0.387) 0.138
55 4.58 2.20 0.450 0.291 ( 0.405) 0.159
56 4.67 2.30 0.471 0.291 ( 0.424) 0.179
57 4.75 2.40 0.491 0.291 ( 0.442) 0.200
58 4.83 2.40 0.491 0.291 ( 0.442) 0.200
59 4.92 2.50 0.512 0.291 ( 0.460) 0.220
60 5.00 2.60 0.532 0.291 ( 0.479) 0.241
61 5.08 3.10 0.634 0.291 ( 0.571) 0.343
62 5.17 3.60 0.737 0.291 ( 0.663) 0.445
63 5.25 3.90 0.798 0.291 ( 0.718) 0.507
64 5.33 4.20 0.859 0.291 ( 0.773) 0.568
65 5.42 4.70 0.962 0.291 ( 0.865) 0.670
66 5.50 5.60 1.146 0.291 ( 1.031) 0.855
67 5.58 1.90 0.389 0.291 ( 0.350) 0.098
68 5.67 0.90 0.184 ( 0.291) 0.166 0.018
69 5.75 0.60 0.123 ( 0.291) 0.110 0.012
70 5.83 0.50 0.102 ( 0.291) 0.092 0.010
71 5.92 0.30 0.061 ( 0.291) 0.055 0.006
72 6.00 0.20 0.041 ( 0.291) 0.037 0.004
(Loss Rate Not Used)
Sum = 100.0 Sum = 6.3
Flood volume = Effective rainfall 0.52(In)
times area 67.1(Ac.)/[(In)/(Ft.)] = 2.9(Ac.Ft)
Total soil loss = 1.18(In)
Total soil loss = 6.608(Ac.Ft)
Total rainfall = 1.71(In)
Flood volume = 127460.2 Cubic Feet
Total soil loss = 287833.6 Cubic Feet
-------------------------------------------------------------------- Peak flow rate of this hydrograph = 40.075(CFS)
-------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6 - H O U R S T O R M
R u n o f f H y d r o g r a p h
-------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS))
-------------------------------------------------------------------- Time(h+m) Volume Ac.Ft Q(CFS) 0 12.5 25.0 37.5 50.0
----------------------------------------------------------------------- 0+ 5 0.0003 0.05 Q | | | |
0+10 0.0020 0.25 Q | | | |
0+15 0.0054 0.49 Q | | | |
0+20 0.0096 0.61 Q | | | |
0+25 0.0142 0.67 Q | | | |
0+30 0.0192 0.72 Q | | | |
0+35 0.0246 0.79 Q | | | |
0+40 0.0305 0.85 Q | | | |
0+45 0.0365 0.88 Q | | | |
0+50 0.0428 0.91 Q | | | |
0+55 0.0491 0.92 Q | | | |
1+ 0 0.0556 0.94 Q | | | |
1+ 5 0.0625 0.99 Q | | | |
1+10 0.0696 1.04 Q | | | |
1+15 0.0770 1.06 QV | | | |
1+20 0.0844 1.08 QV | | | |
1+25 0.0919 1.09 QV | | | |
1+30 0.0994 1.09 QV | | | |
1+35 0.1069 1.10 QV | | | |
1+40 0.1145 1.10 QV | | | |
1+45 0.1221 1.10 QV | | | |
1+50 0.1297 1.10 QV | | | |
F.2.l
Packet Pg. 745 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX10610
1+55 0.1373 1.10 QV | | | |
2+ 0 0.1450 1.11 QV | | | |
2+ 5 0.1528 1.15 Q V | | | |
2+10 0.1608 1.16 Q V | | | |
2+15 0.1689 1.17 Q V | | | |
2+20 0.1772 1.20 Q V | | | |
2+25 0.1856 1.22 Q V | | | |
2+30 0.1940 1.23 Q V | | | |
2+35 0.2025 1.23 Q V | | | |
2+40 0.2110 1.23 Q V | | | |
2+45 0.2196 1.25 Q V | | | |
2+50 0.2284 1.29 |Q V | | | |
2+55 0.2376 1.33 |Q V | | | |
3+ 0 0.2469 1.35 |Q V | | | |
3+ 5 0.2562 1.36 |Q V | | | |
3+10 0.2657 1.37 |Q V | | | |
3+15 0.2754 1.42 |Q V | | | |
3+20 0.2855 1.46 |Q V | | | |
3+25 0.2957 1.49 |Q V | | | |
3+30 0.3064 1.55 |Q V | | | |
3+35 0.3177 1.64 |Q V | | | |
3+40 0.3298 1.75 |Q V | | | |
3+45 0.3423 1.82 |Q V | | | |
3+50 0.3554 1.90 |Q V | | | |
3+55 0.3691 1.99 |Q V | | | |
4+ 0 0.3837 2.12 |Q V | | | |
4+ 5 0.3998 2.34 |Q V | | | |
4+10 0.4197 2.88 | Q V | | | |
4+15 0.4458 3.79 | Q V | | | |
4+20 0.4792 4.86 | Q V | | | |
4+25 0.5207 6.02 | Q V | | | |
4+30 0.5698 7.14 | Q V | | | |
4+35 0.6249 8.00 | Q V | | | |
4+40 0.6862 8.89 | Q V| | | |
4+45 0.7553 10.04 | Q V | | |
4+50 0.8323 11.18 | Q |V | | |
4+55 0.9155 12.07 | Q| V | | |
5+ 0 1.0050 12.99 | Q V | | |
5+ 5 1.1050 14.52 | |Q V | | |
5+10 1.2268 17.69 | | Q V | | |
5+15 1.3804 22.30 | | QV | | |
5+20 1.5653 26.84 | | |Q | |
5+25 1.7798 31.15 | | | Q | |
5+30 2.0314 36.53 | | | V Q| |
5+35 2.3074 40.07 | | | |VQ |
5+40 2.5187 30.68 | | | Q | V |
5+45 2.6371 17.19 | | Q | | V |
5+50 2.7125 10.96 | Q | | | V |
5+55 2.7673 7.95 | Q | | | V |
6+ 0 2.8084 5.96 | Q | | | V |
6+ 5 2.8396 4.53 | Q | | | V |
6+10 2.8632 3.43 | Q | | | V|
6+15 2.8815 2.67 | Q | | | V|
6+20 2.8956 2.04 |Q | | | V|
6+25 2.9062 1.54 |Q | | | V|
6+30 2.9139 1.13 Q | | | V|
6+35 2.9195 0.80 Q | | | V|
6+40 2.9234 0.56 Q | | | V|
6+45 2.9255 0.30 Q | | | V|
6+50 2.9258 0.05 Q | | | V|
6+55 2.9259 0.02 Q | | | V|
7+ 0 2.9260 0.01 Q | | | V|
7+ 5 2.9261 0.01 Q | | | V|
7+10 2.9261 0.00 Q | | | V|
7+15 2.9261 0.00 Q | | | V
-----------------------------------------------------------------------
F.2.l
Packet Pg. 746 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX102410
U n i t H y d r o g r a p h A n a l y s i s
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2014, Version 9.0 Study date 07/31/20 File: 3828EX102410.out
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method
RCFC & WCD Manual date - April 1978
Program License Serial Number 6400
--------------------------------------------------------------------- English (in-lb) Input Units Used
English Rainfall Data (Inches) Input Values Used
English Units used in output format
--------------------------------------------------------------------- TEI JOB 3828
OPTION 1 - HIGH CUBE
EXISTING CONDITION 10-YEAR STORM EVENT
-------------------------------------------------------------------- Drainage Area = 67.10(Ac.) = 0.105 Sq. Mi.
Drainage Area for Depth-Area Areal Adjustment = 67.10(Ac.) = 0.105 Sq. Mi.
Length along longest watercourse = 3400.00(Ft.)
Length along longest watercourse measured to centroid = 1280.00(Ft.) Length along longest watercourse = 0.644 Mi.
Length along longest watercourse measured to centroid = 0.242 Mi.
Difference in elevation = 44.00(Ft.)
Slope along watercourse = 68.3294 Ft./Mi.
Average Manning's 'N' = 0.030
Lag time = 0.159 Hr.
Lag time = 9.56 Min.
25% of lag time = 2.39 Min.
40% of lag time = 3.82 Min.
Unit time = 5.00 Min.
Duration of storm = 24 Hour(s)
User Entered Base Flow = 0.00(CFS)
2 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 1.75 117.42
100 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 4.50 301.95
STORM EVENT (YEAR) = 10.00
Area Averaged 2-Year Rainfall = 1.750(In)
Area Averaged 100-Year Rainfall = 4.500(In)
Point rain (area averaged) = 2.881(In)
Areal adjustment factor = 99.99 %
Adjusted average point rain = 2.881(In)
Sub-Area Data:
Area(Ac.) Runoff Index Impervious %
67.100 76.00 0.000
Total Area Entered = 67.10(Ac.)
RI RI Infil. Rate Impervious Adj. Infil. Rate Area% F
AMC2 AMC-2 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr)
76.0 76.0 0.291 0.000 0.291 1.000 0.291
Sum (F) = 0.291
F.2.l
Packet Pg. 747 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX102410
Area averaged mean soil loss (F) (In/Hr) = 0.291
Minimum soil loss rate ((In/Hr)) = 0.146
(for 24 hour storm duration)
Soil low loss rate (decimal) = 0.900
--------------------------------------------------------------------- U n i t H y d r o g r a p h
VALLEY S-Curve
-------------------------------------------------------------------- Unit Hydrograph Data
--------------------------------------------------------------------- Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph % (CFS)
--------------------------------------------------------------------- 1 0.083 52.307 6.571 4.443
2 0.167 104.614 28.083 18.991
3 0.250 156.922 28.549 19.306
4 0.333 209.229 12.179 8.236
5 0.417 261.536 6.595 4.460
6 0.500 313.843 4.589 3.103
7 0.583 366.151 3.296 2.229
8 0.667 418.458 2.462 1.665
9 0.750 470.765 1.797 1.215
10 0.833 523.072 1.548 1.047
11 0.917 575.380 1.191 0.806
12 1.000 627.687 0.940 0.636
13 1.083 679.994 0.721 0.488
14 1.167 732.301 0.542 0.367
15 1.250 784.608 0.523 0.354
16 1.333 836.916 0.415 0.281
Sum = 100.000 Sum= 67.624
----------------------------------------------------------------------- The following loss rate calculations reflect use of the minimum calculated loss rate subtracted from the Storm Rain to produce the maximum Effective Rain value Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max | Low (In/Hr)
1 0.08 0.07 0.023 ( 0.516) 0.021 0.002
2 0.17 0.07 0.023 ( 0.514) 0.021 0.002
3 0.25 0.07 0.023 ( 0.512) 0.021 0.002
4 0.33 0.10 0.035 ( 0.510) 0.031 0.003
5 0.42 0.10 0.035 ( 0.508) 0.031 0.003
6 0.50 0.10 0.035 ( 0.506) 0.031 0.003
7 0.58 0.10 0.035 ( 0.504) 0.031 0.003
8 0.67 0.10 0.035 ( 0.502) 0.031 0.003
9 0.75 0.10 0.035 ( 0.500) 0.031 0.003
10 0.83 0.13 0.046 ( 0.498) 0.041 0.005
11 0.92 0.13 0.046 ( 0.496) 0.041 0.005
12 1.00 0.13 0.046 ( 0.494) 0.041 0.005
13 1.08 0.10 0.035 ( 0.493) 0.031 0.003
14 1.17 0.10 0.035 ( 0.491) 0.031 0.003
15 1.25 0.10 0.035 ( 0.489) 0.031 0.003
16 1.33 0.10 0.035 ( 0.487) 0.031 0.003
17 1.42 0.10 0.035 ( 0.485) 0.031 0.003
18 1.50 0.10 0.035 ( 0.483) 0.031 0.003
19 1.58 0.10 0.035 ( 0.481) 0.031 0.003
20 1.67 0.10 0.035 ( 0.479) 0.031 0.003
21 1.75 0.10 0.035 ( 0.477) 0.031 0.003
22 1.83 0.13 0.046 ( 0.475) 0.041 0.005
23 1.92 0.13 0.046 ( 0.473) 0.041 0.005
24 2.00 0.13 0.046 ( 0.471) 0.041 0.005
25 2.08 0.13 0.046 ( 0.469) 0.041 0.005
26 2.17 0.13 0.046 ( 0.467) 0.041 0.005
27 2.25 0.13 0.046 ( 0.466) 0.041 0.005
28 2.33 0.13 0.046 ( 0.464) 0.041 0.005
29 2.42 0.13 0.046 ( 0.462) 0.041 0.005
30 2.50 0.13 0.046 ( 0.460) 0.041 0.005
31 2.58 0.17 0.058 ( 0.458) 0.052 0.006
32 2.67 0.17 0.058 ( 0.456) 0.052 0.006
33 2.75 0.17 0.058 ( 0.454) 0.052 0.006
34 2.83 0.17 0.058 ( 0.452) 0.052 0.006
35 2.92 0.17 0.058 ( 0.451) 0.052 0.006
36 3.00 0.17 0.058 ( 0.449) 0.052 0.006
37 3.08 0.17 0.058 ( 0.447) 0.052 0.006
38 3.17 0.17 0.058 ( 0.445) 0.052 0.006
F.2.l
Packet Pg. 748 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX102410
39 3.25 0.17 0.058 ( 0.443) 0.052 0.006
40 3.33 0.17 0.058 ( 0.441) 0.052 0.006
41 3.42 0.17 0.058 ( 0.439) 0.052 0.006
42 3.50 0.17 0.058 ( 0.438) 0.052 0.006
43 3.58 0.17 0.058 ( 0.436) 0.052 0.006
44 3.67 0.17 0.058 ( 0.434) 0.052 0.006
45 3.75 0.17 0.058 ( 0.432) 0.052 0.006
46 3.83 0.20 0.069 ( 0.430) 0.062 0.007
47 3.92 0.20 0.069 ( 0.428) 0.062 0.007
48 4.00 0.20 0.069 ( 0.427) 0.062 0.007
49 4.08 0.20 0.069 ( 0.425) 0.062 0.007
50 4.17 0.20 0.069 ( 0.423) 0.062 0.007
51 4.25 0.20 0.069 ( 0.421) 0.062 0.007
52 4.33 0.23 0.081 ( 0.419) 0.073 0.008
53 4.42 0.23 0.081 ( 0.418) 0.073 0.008
54 4.50 0.23 0.081 ( 0.416) 0.073 0.008
55 4.58 0.23 0.081 ( 0.414) 0.073 0.008
56 4.67 0.23 0.081 ( 0.412) 0.073 0.008
57 4.75 0.23 0.081 ( 0.411) 0.073 0.008
58 4.83 0.27 0.092 ( 0.409) 0.083 0.009
59 4.92 0.27 0.092 ( 0.407) 0.083 0.009
60 5.00 0.27 0.092 ( 0.405) 0.083 0.009
61 5.08 0.20 0.069 ( 0.403) 0.062 0.007
62 5.17 0.20 0.069 ( 0.402) 0.062 0.007
63 5.25 0.20 0.069 ( 0.400) 0.062 0.007
64 5.33 0.23 0.081 ( 0.398) 0.073 0.008
65 5.42 0.23 0.081 ( 0.396) 0.073 0.008
66 5.50 0.23 0.081 ( 0.395) 0.073 0.008
67 5.58 0.27 0.092 ( 0.393) 0.083 0.009
68 5.67 0.27 0.092 ( 0.391) 0.083 0.009
69 5.75 0.27 0.092 ( 0.390) 0.083 0.009
70 5.83 0.27 0.092 ( 0.388) 0.083 0.009
71 5.92 0.27 0.092 ( 0.386) 0.083 0.009
72 6.00 0.27 0.092 ( 0.384) 0.083 0.009
73 6.08 0.30 0.104 ( 0.383) 0.093 0.010
74 6.17 0.30 0.104 ( 0.381) 0.093 0.010
75 6.25 0.30 0.104 ( 0.379) 0.093 0.010
76 6.33 0.30 0.104 ( 0.378) 0.093 0.010
77 6.42 0.30 0.104 ( 0.376) 0.093 0.010
78 6.50 0.30 0.104 ( 0.374) 0.093 0.010
79 6.58 0.33 0.115 ( 0.373) 0.104 0.012
80 6.67 0.33 0.115 ( 0.371) 0.104 0.012
81 6.75 0.33 0.115 ( 0.369) 0.104 0.012
82 6.83 0.33 0.115 ( 0.368) 0.104 0.012
83 6.92 0.33 0.115 ( 0.366) 0.104 0.012
84 7.00 0.33 0.115 ( 0.364) 0.104 0.012
85 7.08 0.33 0.115 ( 0.363) 0.104 0.012
86 7.17 0.33 0.115 ( 0.361) 0.104 0.012
87 7.25 0.33 0.115 ( 0.359) 0.104 0.012
88 7.33 0.37 0.127 ( 0.358) 0.114 0.013
89 7.42 0.37 0.127 ( 0.356) 0.114 0.013
90 7.50 0.37 0.127 ( 0.354) 0.114 0.013
91 7.58 0.40 0.138 ( 0.353) 0.124 0.014
92 7.67 0.40 0.138 ( 0.351) 0.124 0.014
93 7.75 0.40 0.138 ( 0.349) 0.124 0.014
94 7.83 0.43 0.150 ( 0.348) 0.135 0.015
95 7.92 0.43 0.150 ( 0.346) 0.135 0.015
96 8.00 0.43 0.150 ( 0.345) 0.135 0.015
97 8.08 0.50 0.173 ( 0.343) 0.156 0.017
98 8.17 0.50 0.173 ( 0.341) 0.156 0.017
99 8.25 0.50 0.173 ( 0.340) 0.156 0.017
100 8.33 0.50 0.173 ( 0.338) 0.156 0.017
101 8.42 0.50 0.173 ( 0.337) 0.156 0.017
102 8.50 0.50 0.173 ( 0.335) 0.156 0.017
103 8.58 0.53 0.184 ( 0.334) 0.166 0.018
104 8.67 0.53 0.184 ( 0.332) 0.166 0.018
105 8.75 0.53 0.184 ( 0.330) 0.166 0.018
106 8.83 0.57 0.196 ( 0.329) 0.176 0.020
107 8.92 0.57 0.196 ( 0.327) 0.176 0.020
108 9.00 0.57 0.196 ( 0.326) 0.176 0.020
109 9.08 0.63 0.219 ( 0.324) 0.197 0.022
110 9.17 0.63 0.219 ( 0.323) 0.197 0.022
111 9.25 0.63 0.219 ( 0.321) 0.197 0.022
112 9.33 0.67 0.230 ( 0.320) 0.207 0.023
113 9.42 0.67 0.230 ( 0.318) 0.207 0.023
114 9.50 0.67 0.230 ( 0.317) 0.207 0.023
115 9.58 0.70 0.242 ( 0.315) 0.218 0.024
F.2.l
Packet Pg. 749 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX102410
116 9.67 0.70 0.242 ( 0.314) 0.218 0.024
117 9.75 0.70 0.242 ( 0.312) 0.218 0.024
118 9.83 0.73 0.254 ( 0.310) 0.228 0.025
119 9.92 0.73 0.254 ( 0.309) 0.228 0.025
120 10.00 0.73 0.254 ( 0.308) 0.228 0.025
121 10.08 0.50 0.173 ( 0.306) 0.156 0.017
122 10.17 0.50 0.173 ( 0.305) 0.156 0.017
123 10.25 0.50 0.173 ( 0.303) 0.156 0.017
124 10.33 0.50 0.173 ( 0.302) 0.156 0.017
125 10.42 0.50 0.173 ( 0.300) 0.156 0.017
126 10.50 0.50 0.173 ( 0.299) 0.156 0.017
127 10.58 0.67 0.230 ( 0.297) 0.207 0.023
128 10.67 0.67 0.230 ( 0.296) 0.207 0.023
129 10.75 0.67 0.230 ( 0.294) 0.207 0.023
130 10.83 0.67 0.230 ( 0.293) 0.207 0.023
131 10.92 0.67 0.230 ( 0.291) 0.207 0.023
132 11.00 0.67 0.230 ( 0.290) 0.207 0.023
133 11.08 0.63 0.219 ( 0.289) 0.197 0.022
134 11.17 0.63 0.219 ( 0.287) 0.197 0.022
135 11.25 0.63 0.219 ( 0.286) 0.197 0.022
136 11.33 0.63 0.219 ( 0.284) 0.197 0.022
137 11.42 0.63 0.219 ( 0.283) 0.197 0.022
138 11.50 0.63 0.219 ( 0.281) 0.197 0.022
139 11.58 0.57 0.196 ( 0.280) 0.176 0.020
140 11.67 0.57 0.196 ( 0.279) 0.176 0.020
141 11.75 0.57 0.196 ( 0.277) 0.176 0.020
142 11.83 0.60 0.207 ( 0.276) 0.187 0.021
143 11.92 0.60 0.207 ( 0.275) 0.187 0.021
144 12.00 0.60 0.207 ( 0.273) 0.187 0.021
145 12.08 0.83 0.288 ( 0.272) 0.259 0.029
146 12.17 0.83 0.288 ( 0.270) 0.259 0.029
147 12.25 0.83 0.288 ( 0.269) 0.259 0.029
148 12.33 0.87 0.300 0.268 ( 0.270) 0.032
149 12.42 0.87 0.300 0.266 ( 0.270) 0.033
150 12.50 0.87 0.300 0.265 ( 0.270) 0.035
151 12.58 0.93 0.323 0.264 ( 0.290) 0.059
152 12.67 0.93 0.323 0.262 ( 0.290) 0.060
153 12.75 0.93 0.323 0.261 ( 0.290) 0.062
154 12.83 0.97 0.334 0.260 ( 0.301) 0.074
155 12.92 0.97 0.334 0.258 ( 0.301) 0.076
156 13.00 0.97 0.334 0.257 ( 0.301) 0.077
157 13.08 1.13 0.392 0.256 ( 0.353) 0.136
158 13.17 1.13 0.392 0.255 ( 0.353) 0.137
159 13.25 1.13 0.392 0.253 ( 0.353) 0.139
160 13.33 1.13 0.392 0.252 ( 0.353) 0.140
161 13.42 1.13 0.392 0.251 ( 0.353) 0.141
162 13.50 1.13 0.392 0.249 ( 0.353) 0.142
163 13.58 0.77 0.265 ( 0.248) 0.239 0.027
164 13.67 0.77 0.265 ( 0.247) 0.239 0.027
165 13.75 0.77 0.265 ( 0.246) 0.239 0.027
166 13.83 0.77 0.265 ( 0.244) 0.239 0.027
167 13.92 0.77 0.265 ( 0.243) 0.239 0.027
168 14.00 0.77 0.265 ( 0.242) 0.239 0.027
169 14.08 0.90 0.311 0.241 ( 0.280) 0.070
170 14.17 0.90 0.311 0.239 ( 0.280) 0.072
171 14.25 0.90 0.311 0.238 ( 0.280) 0.073
172 14.33 0.87 0.300 0.237 ( 0.270) 0.063
173 14.42 0.87 0.300 0.236 ( 0.270) 0.064
174 14.50 0.87 0.300 0.235 ( 0.270) 0.065
175 14.58 0.87 0.300 0.233 ( 0.270) 0.066
176 14.67 0.87 0.300 0.232 ( 0.270) 0.067
177 14.75 0.87 0.300 0.231 ( 0.270) 0.069
178 14.83 0.83 0.288 0.230 ( 0.259) 0.058
179 14.92 0.83 0.288 0.229 ( 0.259) 0.059
180 15.00 0.83 0.288 0.227 ( 0.259) 0.061
181 15.08 0.80 0.277 0.226 ( 0.249) 0.050
182 15.17 0.80 0.277 0.225 ( 0.249) 0.051
183 15.25 0.80 0.277 0.224 ( 0.249) 0.053
184 15.33 0.77 0.265 0.223 ( 0.239) 0.042
185 15.42 0.77 0.265 0.222 ( 0.239) 0.043
186 15.50 0.77 0.265 0.221 ( 0.239) 0.045
187 15.58 0.63 0.219 ( 0.219) 0.197 0.022
188 15.67 0.63 0.219 ( 0.218) 0.197 0.022
189 15.75 0.63 0.219 ( 0.217) 0.197 0.022
190 15.83 0.63 0.219 ( 0.216) 0.197 0.022
191 15.92 0.63 0.219 ( 0.215) 0.197 0.022
192 16.00 0.63 0.219 ( 0.214) 0.197 0.022
F.2.l
Packet Pg. 750 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX102410
193 16.08 0.13 0.046 ( 0.213) 0.041 0.005
194 16.17 0.13 0.046 ( 0.212) 0.041 0.005
195 16.25 0.13 0.046 ( 0.211) 0.041 0.005
196 16.33 0.13 0.046 ( 0.210) 0.041 0.005
197 16.42 0.13 0.046 ( 0.208) 0.041 0.005
198 16.50 0.13 0.046 ( 0.207) 0.041 0.005
199 16.58 0.10 0.035 ( 0.206) 0.031 0.003
200 16.67 0.10 0.035 ( 0.205) 0.031 0.003
201 16.75 0.10 0.035 ( 0.204) 0.031 0.003
202 16.83 0.10 0.035 ( 0.203) 0.031 0.003
203 16.92 0.10 0.035 ( 0.202) 0.031 0.003
204 17.00 0.10 0.035 ( 0.201) 0.031 0.003
205 17.08 0.17 0.058 ( 0.200) 0.052 0.006
206 17.17 0.17 0.058 ( 0.199) 0.052 0.006
207 17.25 0.17 0.058 ( 0.198) 0.052 0.006
208 17.33 0.17 0.058 ( 0.197) 0.052 0.006
209 17.42 0.17 0.058 ( 0.196) 0.052 0.006
210 17.50 0.17 0.058 ( 0.195) 0.052 0.006
211 17.58 0.17 0.058 ( 0.194) 0.052 0.006
212 17.67 0.17 0.058 ( 0.193) 0.052 0.006
213 17.75 0.17 0.058 ( 0.192) 0.052 0.006
214 17.83 0.13 0.046 ( 0.191) 0.041 0.005
215 17.92 0.13 0.046 ( 0.190) 0.041 0.005
216 18.00 0.13 0.046 ( 0.189) 0.041 0.005
217 18.08 0.13 0.046 ( 0.188) 0.041 0.005
218 18.17 0.13 0.046 ( 0.188) 0.041 0.005
219 18.25 0.13 0.046 ( 0.187) 0.041 0.005
220 18.33 0.13 0.046 ( 0.186) 0.041 0.005
221 18.42 0.13 0.046 ( 0.185) 0.041 0.005
222 18.50 0.13 0.046 ( 0.184) 0.041 0.005
223 18.58 0.10 0.035 ( 0.183) 0.031 0.003
224 18.67 0.10 0.035 ( 0.182) 0.031 0.003
225 18.75 0.10 0.035 ( 0.181) 0.031 0.003
226 18.83 0.07 0.023 ( 0.180) 0.021 0.002
227 18.92 0.07 0.023 ( 0.180) 0.021 0.002
228 19.00 0.07 0.023 ( 0.179) 0.021 0.002
229 19.08 0.10 0.035 ( 0.178) 0.031 0.003
230 19.17 0.10 0.035 ( 0.177) 0.031 0.003
231 19.25 0.10 0.035 ( 0.176) 0.031 0.003
232 19.33 0.13 0.046 ( 0.175) 0.041 0.005
233 19.42 0.13 0.046 ( 0.175) 0.041 0.005
234 19.50 0.13 0.046 ( 0.174) 0.041 0.005
235 19.58 0.10 0.035 ( 0.173) 0.031 0.003
236 19.67 0.10 0.035 ( 0.172) 0.031 0.003
237 19.75 0.10 0.035 ( 0.171) 0.031 0.003
238 19.83 0.07 0.023 ( 0.171) 0.021 0.002
239 19.92 0.07 0.023 ( 0.170) 0.021 0.002
240 20.00 0.07 0.023 ( 0.169) 0.021 0.002
241 20.08 0.10 0.035 ( 0.168) 0.031 0.003
242 20.17 0.10 0.035 ( 0.168) 0.031 0.003
243 20.25 0.10 0.035 ( 0.167) 0.031 0.003
244 20.33 0.10 0.035 ( 0.166) 0.031 0.003
245 20.42 0.10 0.035 ( 0.165) 0.031 0.003
246 20.50 0.10 0.035 ( 0.165) 0.031 0.003
247 20.58 0.10 0.035 ( 0.164) 0.031 0.003
248 20.67 0.10 0.035 ( 0.163) 0.031 0.003
249 20.75 0.10 0.035 ( 0.163) 0.031 0.003
250 20.83 0.07 0.023 ( 0.162) 0.021 0.002
251 20.92 0.07 0.023 ( 0.161) 0.021 0.002
252 21.00 0.07 0.023 ( 0.161) 0.021 0.002
253 21.08 0.10 0.035 ( 0.160) 0.031 0.003
254 21.17 0.10 0.035 ( 0.159) 0.031 0.003
255 21.25 0.10 0.035 ( 0.159) 0.031 0.003
256 21.33 0.07 0.023 ( 0.158) 0.021 0.002
257 21.42 0.07 0.023 ( 0.158) 0.021 0.002
258 21.50 0.07 0.023 ( 0.157) 0.021 0.002
259 21.58 0.10 0.035 ( 0.156) 0.031 0.003
260 21.67 0.10 0.035 ( 0.156) 0.031 0.003
261 21.75 0.10 0.035 ( 0.155) 0.031 0.003
262 21.83 0.07 0.023 ( 0.155) 0.021 0.002
263 21.92 0.07 0.023 ( 0.154) 0.021 0.002
264 22.00 0.07 0.023 ( 0.154) 0.021 0.002
265 22.08 0.10 0.035 ( 0.153) 0.031 0.003
266 22.17 0.10 0.035 ( 0.153) 0.031 0.003
267 22.25 0.10 0.035 ( 0.152) 0.031 0.003
268 22.33 0.07 0.023 ( 0.152) 0.021 0.002
269 22.42 0.07 0.023 ( 0.151) 0.021 0.002
F.2.l
Packet Pg. 751 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX102410
270 22.50 0.07 0.023 ( 0.151) 0.021 0.002
271 22.58 0.07 0.023 ( 0.150) 0.021 0.002
272 22.67 0.07 0.023 ( 0.150) 0.021 0.002
273 22.75 0.07 0.023 ( 0.150) 0.021 0.002
274 22.83 0.07 0.023 ( 0.149) 0.021 0.002
275 22.92 0.07 0.023 ( 0.149) 0.021 0.002
276 23.00 0.07 0.023 ( 0.148) 0.021 0.002
277 23.08 0.07 0.023 ( 0.148) 0.021 0.002
278 23.17 0.07 0.023 ( 0.148) 0.021 0.002
279 23.25 0.07 0.023 ( 0.147) 0.021 0.002
280 23.33 0.07 0.023 ( 0.147) 0.021 0.002
281 23.42 0.07 0.023 ( 0.147) 0.021 0.002
282 23.50 0.07 0.023 ( 0.147) 0.021 0.002
283 23.58 0.07 0.023 ( 0.146) 0.021 0.002
284 23.67 0.07 0.023 ( 0.146) 0.021 0.002
285 23.75 0.07 0.023 ( 0.146) 0.021 0.002
286 23.83 0.07 0.023 ( 0.146) 0.021 0.002
287 23.92 0.07 0.023 ( 0.146) 0.021 0.002
288 24.00 0.07 0.023 ( 0.146) 0.021 0.002
(Loss Rate Not Used)
Sum = 100.0 Sum = 4.8
Flood volume = Effective rainfall 0.40(In)
times area 67.1(Ac.)/[(In)/(Ft.)] = 2.2(Ac.Ft)
Total soil loss = 2.48(In)
Total soil loss = 13.860(Ac.Ft)
Total rainfall = 2.88(In)
Flood volume = 97997.1 Cubic Feet
Total soil loss = 603735.4 Cubic Feet
-------------------------------------------------------------------- Peak flow rate of this hydrograph = 8.779(CFS)
-------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 24 - H O U R S T O R M
R u n o f f H y d r o g r a p h
-------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS))
-------------------------------------------------------------------- Time(h+m) Volume Ac.Ft Q(CFS) 0 2.5 5.0 7.5 10.0
----------------------------------------------------------------------- 0+ 5 0.0001 0.01 Q | | | |
0+10 0.0004 0.05 Q | | | |
0+15 0.0011 0.10 Q | | | |
0+20 0.0020 0.12 Q | | | |
0+25 0.0030 0.15 Q | | | |
0+30 0.0043 0.18 Q | | | |
0+35 0.0057 0.20 Q | | | |
0+40 0.0071 0.21 Q | | | |
0+45 0.0086 0.21 Q | | | |
0+50 0.0101 0.22 Q | | | |
0+55 0.0118 0.25 VQ | | | |
1+ 0 0.0137 0.28 VQ | | | |
1+ 5 0.0157 0.28 VQ | | | |
1+10 0.0175 0.27 VQ | | | |
1+15 0.0192 0.25 Q | | | |
1+20 0.0209 0.24 Q | | | |
1+25 0.0226 0.24 Q | | | |
1+30 0.0242 0.24 Q | | | |
1+35 0.0259 0.24 Q | | | |
1+40 0.0275 0.24 Q | | | |
1+45 0.0291 0.24 Q | | | |
1+50 0.0308 0.24 Q | | | |
1+55 0.0326 0.26 VQ | | | |
2+ 0 0.0346 0.28 VQ | | | |
2+ 5 0.0366 0.29 VQ | | | |
2+10 0.0387 0.30 VQ | | | |
2+15 0.0407 0.30 VQ | | | |
2+20 0.0428 0.30 VQ | | | |
2+25 0.0449 0.31 VQ | | | |
2+30 0.0470 0.31 VQ | | | |
2+35 0.0492 0.31 VQ | | | |
2+40 0.0515 0.34 VQ | | | |
2+45 0.0540 0.36 VQ | | | |
2+50 0.0565 0.37 |Q | | | |
2+55 0.0591 0.38 |Q | | | |
3+ 0 0.0617 0.38 |Q | | | |
3+ 5 0.0644 0.38 |Q | | | |
F.2.l
Packet Pg. 752 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX102410
3+10 0.0670 0.38 |Q | | | |
3+15 0.0697 0.39 |Q | | | |
3+20 0.0723 0.39 |Q | | | |
3+25 0.0750 0.39 |Q | | | |
3+30 0.0777 0.39 |Q | | | |
3+35 0.0803 0.39 |Q | | | |
3+40 0.0830 0.39 |Q | | | |
3+45 0.0857 0.39 |Q | | | |
3+50 0.0884 0.39 |Q | | | |
3+55 0.0913 0.42 |Q | | | |
4+ 0 0.0943 0.44 |Q | | | |
4+ 5 0.0974 0.45 |Q | | | |
4+10 0.1005 0.45 |Q | | | |
4+15 0.1037 0.46 |Q | | | |
4+20 0.1069 0.47 |Q | | | |
4+25 0.1103 0.49 |Q | | | |
4+30 0.1138 0.51 | Q | | | |
4+35 0.1174 0.52 | Q | | | |
4+40 0.1210 0.53 | Q | | | |
4+45 0.1247 0.53 | Q | | | |
4+50 0.1284 0.54 | Q | | | |
4+55 0.1323 0.57 | Q | | | |
5+ 0 0.1364 0.59 | Q | | | |
5+ 5 0.1405 0.59 | Q | | | |
5+10 0.1443 0.55 | Q | | | |
5+15 0.1478 0.51 | Q | | | |
5+20 0.1513 0.50 | Q | | | |
5+25 0.1548 0.52 | Q | | | |
5+30 0.1585 0.53 | Q | | | |
5+35 0.1623 0.54 | Q | | | |
5+40 0.1662 0.57 | Q | | | |
5+45 0.1702 0.59 | QV | | | |
5+50 0.1744 0.60 | QV | | | |
5+55 0.1786 0.61 | QV | | | |
6+ 0 0.1828 0.61 | QV | | | |
6+ 5 0.1871 0.62 | QV | | | |
6+10 0.1915 0.64 | QV | | | |
6+15 0.1961 0.67 | QV | | | |
6+20 0.2008 0.68 | QV | | | |
6+25 0.2055 0.68 | QV | | | |
6+30 0.2102 0.69 | QV | | | |
6+35 0.2150 0.70 | QV | | | |
6+40 0.2200 0.72 | QV | | | |
6+45 0.2251 0.75 | Q V | | | |
6+50 0.2304 0.76 | QV | | | |
6+55 0.2356 0.76 | QV | | | |
7+ 0 0.2409 0.77 | QV | | | |
7+ 5 0.2462 0.77 | QV | | | |
7+10 0.2515 0.77 | QV | | | |
7+15 0.2569 0.77 | QV | | | |
7+20 0.2622 0.78 | QV | | | |
7+25 0.2678 0.80 | QV | | | |
7+30 0.2735 0.83 | QV | | | |
7+35 0.2793 0.84 | QV | | | |
7+40 0.2853 0.87 | Q V | | | |
7+45 0.2914 0.90 | Q V | | | |
7+50 0.2977 0.91 | Q V | | | |
7+55 0.3042 0.94 | Q V | | | |
8+ 0 0.3109 0.97 | Q V | | | |
8+ 5 0.3177 0.99 | Q V | | | |
8+10 0.3249 1.05 | QV | | | |
8+15 0.3325 1.10 | QV | | | |
8+20 0.3402 1.12 | Q V | | | |
8+25 0.3480 1.13 | Q V | | | |
8+30 0.3559 1.14 | Q V | | | |
8+35 0.3638 1.15 | Q V | | | |
8+40 0.3719 1.18 | Q V | | | |
8+45 0.3803 1.21 | Q V | | | |
8+50 0.3887 1.23 | Q V | | | |
8+55 0.3973 1.25 | Q V | | | |
9+ 0 0.4062 1.28 | Q V | | | |
9+ 5 0.4152 1.31 | Q V | | | |
9+10 0.4245 1.36 | Q V | | | |
9+15 0.4342 1.41 | Q V | | | |
9+20 0.4441 1.44 | Q V | | | |
9+25 0.4543 1.47 | Q V | | | |
9+30 0.4646 1.50 | Q V | | | |
F.2.l
Packet Pg. 753 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX102410
9+35 0.4751 1.52 | Q V | | | |
9+40 0.4858 1.56 | Q V | | | |
9+45 0.4968 1.59 | Q V | | | |
9+50 0.5078 1.61 | Q V| | | |
9+55 0.5191 1.64 | Q V| | | |
10+ 0 0.5306 1.67 | Q V| | | |
10+ 5 0.5420 1.65 | Q V| | | |
10+10 0.5523 1.50 | Q V| | | |
10+15 0.5616 1.35 | Q V| | | |
10+20 0.5705 1.29 | Q V | | |
10+25 0.5792 1.26 | Q V | | |
10+30 0.5877 1.24 | Q V | | |
10+35 0.5963 1.25 | Q V | | |
10+40 0.6055 1.34 | Q V | | |
10+45 0.6155 1.45 | Q V | | |
10+50 0.6257 1.49 | Q |V | | |
10+55 0.6361 1.51 | Q |V | | |
11+ 0 0.6466 1.52 | Q |V | | |
11+ 5 0.6570 1.52 | Q |V | | |
11+10 0.6674 1.51 | Q |V | | |
11+15 0.6777 1.49 | Q | V | | |
11+20 0.6879 1.48 | Q | V | | |
11+25 0.6981 1.48 | Q | V | | |
11+30 0.7083 1.48 | Q | V | | |
11+35 0.7185 1.47 | Q | V | | |
11+40 0.7283 1.43 | Q | V | | |
11+45 0.7379 1.39 | Q | V | | |
11+50 0.7473 1.37 | Q | V | | |
11+55 0.7568 1.38 | Q | V | | |
12+ 0 0.7665 1.40 | Q | V | | |
12+ 5 0.7764 1.44 | Q | V | | |
12+10 0.7873 1.59 | Q | V | | |
12+15 0.7994 1.75 | Q | V | | |
12+20 0.8119 1.83 | Q | V | | |
12+25 0.8252 1.93 | Q | V | | |
12+30 0.8393 2.04 | Q | V | | |
12+35 0.8548 2.25 | Q | V | | |
12+40 0.8739 2.78 | |Q V | | |
12+45 0.8967 3.32 | | Q V | | |
12+50 0.9219 3.65 | | Q V | | |
12+55 0.9499 4.07 | | Q | | |
13+ 0 0.9806 4.45 | | Q | | |
13+ 5 1.0146 4.95 | | VQ| | |
13+10 1.0575 6.22 | | V | Q | |
13+15 1.1090 7.49 | | V| Q| |
13+20 1.1648 8.10 | | V | Q |
13+25 1.2232 8.48 | | |V | Q |
13+30 1.2837 8.78 | | | V | Q |
13+35 1.3422 8.50 | | | V | Q |
13+40 1.3868 6.47 | | | VQ | |
13+45 1.4167 4.35 | | Q | V | |
13+50 1.4407 3.48 | | Q | V | |
13+55 1.4616 3.03 | | Q | V | |
14+ 0 1.4804 2.73 | Q | V | |
14+ 5 1.4990 2.70 | Q | V | |
14+10 1.5223 3.38 | | Q | V | |
14+15 1.5508 4.14 | | Q | V | |
14+20 1.5811 4.41 | | Q | V | |
14+25 1.6111 4.35 | | Q | V | |
14+30 1.6405 4.26 | | Q | V| |
14+35 1.6700 4.28 | | Q | V| |
14+40 1.6998 4.34 | | Q | V |
14+45 1.7301 4.39 | | Q | V |
14+50 1.7604 4.40 | | Q | |V |
14+55 1.7898 4.28 | | Q | |V |
15+ 0 1.8184 4.14 | | Q | | V |
15+ 5 1.8465 4.09 | | Q | | V |
15+10 1.8734 3.90 | | Q | | V |
15+15 1.8991 3.73 | | Q | | V |
15+20 1.9242 3.64 | | Q | | V |
15+25 1.9478 3.43 | | Q | | V |
15+30 1.9700 3.23 | | Q | | V |
15+35 1.9911 3.07 | | Q | | V |
15+40 2.0091 2.61 | Q | | V |
15+45 2.0238 2.14 | Q | | | V |
15+50 2.0371 1.93 | Q | | | V |
15+55 2.0496 1.81 | Q | | | V |
F.2.l
Packet Pg. 754 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX102410
16+ 0 2.0614 1.73 | Q | | | V |
16+ 5 2.0724 1.58 | Q | | | V |
16+10 2.0807 1.21 | Q | | | V |
16+15 2.0865 0.84 | Q | | | V |
16+20 2.0911 0.67 | Q | | | V |
16+25 2.0951 0.57 | Q | | | V |
16+30 2.0986 0.50 | Q | | | V |
16+35 2.1016 0.45 |Q | | | V |
16+40 2.1043 0.39 |Q | | | V |
16+45 2.1066 0.34 |Q | | | V |
16+50 2.1087 0.30 |Q | | | V |
16+55 2.1107 0.28 |Q | | | V |
17+ 0 2.1125 0.27 |Q | | | V |
17+ 5 2.1144 0.27 |Q | | | V |
17+10 2.1165 0.30 |Q | | | V |
17+15 2.1189 0.34 |Q | | | V |
17+20 2.1213 0.35 |Q | | | V |
17+25 2.1238 0.36 |Q | | | V |
17+30 2.1264 0.37 |Q | | | V |
17+35 2.1289 0.38 |Q | | | V |
17+40 2.1316 0.38 |Q | | | V |
17+45 2.1342 0.38 |Q | | | V |
17+50 2.1368 0.38 |Q | | | V |
17+55 2.1392 0.36 |Q | | | V |
18+ 0 2.1416 0.34 |Q | | | V |
18+ 5 2.1438 0.33 |Q | | | V |
18+10 2.1461 0.32 |Q | | | V |
18+15 2.1483 0.32 |Q | | | V |
18+20 2.1505 0.32 |Q | | | V |
18+25 2.1527 0.32 |Q | | | V |
18+30 2.1549 0.32 |Q | | | V |
18+35 2.1570 0.31 |Q | | | V |
18+40 2.1590 0.29 |Q | | | V |
18+45 2.1608 0.26 |Q | | | V |
18+50 2.1625 0.25 Q | | | V |
18+55 2.1640 0.22 Q | | | V |
19+ 0 2.1654 0.20 Q | | | V |
19+ 5 2.1667 0.19 Q | | | V |
19+10 2.1681 0.20 Q | | | V |
19+15 2.1696 0.22 Q | | | V |
19+20 2.1712 0.23 Q | | | V |
19+25 2.1729 0.26 |Q | | | V |
19+30 2.1749 0.28 |Q | | | V |
19+35 2.1768 0.28 |Q | | | V |
19+40 2.1787 0.27 |Q | | | V |
19+45 2.1804 0.25 Q | | | V |
19+50 2.1820 0.24 Q | | | V |
19+55 2.1835 0.21 Q | | | V |
20+ 0 2.1848 0.19 Q | | | V |
20+ 5 2.1861 0.18 Q | | | V |
20+10 2.1874 0.20 Q | | | V |
20+15 2.1889 0.22 Q | | | V |
20+20 2.1905 0.22 Q | | | V |
20+25 2.1920 0.23 Q | | | V |
20+30 2.1936 0.23 Q | | | V|
20+35 2.1952 0.23 Q | | | V|
20+40 2.1968 0.23 Q | | | V|
20+45 2.1984 0.23 Q | | | V|
20+50 2.2000 0.23 Q | | | V|
20+55 2.2014 0.21 Q | | | V|
21+ 0 2.2026 0.18 Q | | | V|
21+ 5 2.2039 0.18 Q | | | V|
21+10 2.2052 0.20 Q | | | V|
21+15 2.2067 0.22 Q | | | V|
21+20 2.2082 0.22 Q | | | V|
21+25 2.2096 0.20 Q | | | V|
21+30 2.2108 0.18 Q | | | V|
21+35 2.2120 0.18 Q | | | V|
21+40 2.2133 0.19 Q | | | V|
21+45 2.2148 0.21 Q | | | V|
21+50 2.2163 0.22 Q | | | V|
21+55 2.2177 0.20 Q | | | V|
22+ 0 2.2189 0.18 Q | | | V|
22+ 5 2.2201 0.17 Q | | | V|
22+10 2.2214 0.19 Q | | | V|
22+15 2.2229 0.21 Q | | | V|
22+20 2.2243 0.22 Q | | | V|
F.2.l
Packet Pg. 755 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX102410
22+25 2.2257 0.20 Q | | | V|
22+30 2.2269 0.18 Q | | | V|
22+35 2.2281 0.17 Q | | | V|
22+40 2.2292 0.17 Q | | | V|
22+45 2.2304 0.16 Q | | | V|
22+50 2.2315 0.16 Q | | | V|
22+55 2.2326 0.16 Q | | | V|
23+ 0 2.2337 0.16 Q | | | V|
23+ 5 2.2348 0.16 Q | | | V|
23+10 2.2358 0.16 Q | | | V|
23+15 2.2369 0.16 Q | | | V|
23+20 2.2380 0.16 Q | | | V|
23+25 2.2391 0.16 Q | | | V|
23+30 2.2402 0.16 Q | | | V|
23+35 2.2412 0.16 Q | | | V|
23+40 2.2423 0.16 Q | | | V|
23+45 2.2434 0.16 Q | | | V|
23+50 2.2445 0.16 Q | | | V|
23+55 2.2455 0.16 Q | | | V|
24+ 0 2.2466 0.16 Q | | | V|
24+ 5 2.2476 0.15 Q | | | V|
24+10 2.2483 0.10 Q | | | V|
24+15 2.2487 0.06 Q | | | V|
24+20 2.2490 0.04 Q | | | V|
24+25 2.2492 0.03 Q | | | V|
24+30 2.2493 0.02 Q | | | V|
24+35 2.2494 0.02 Q | | | V|
24+40 2.2495 0.01 Q | | | V|
24+45 2.2496 0.01 Q | | | V|
24+50 2.2496 0.01 Q | | | V|
24+55 2.2496 0.00 Q | | | V|
25+ 0 2.2497 0.00 Q | | | V|
25+ 5 2.2497 0.00 Q | | | V|
25+10 2.2497 0.00 Q | | | V|
25+15 2.2497 0.00 Q | | | V|
-----------------------------------------------------------------------
F.2.l
Packet Pg. 756 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX1001100
U n i t H y d r o g r a p h A n a l y s i s
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2014, Version 9.0 Study date 07/31/20 File: 3828EX1001100.out
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method
RCFC & WCD Manual date - April 1978
Program License Serial Number 6400
--------------------------------------------------------------------- English (in-lb) Input Units Used
English Rainfall Data (Inches) Input Values Used
English Units used in output format
--------------------------------------------------------------------- TEI JOB 3828
OPTION 1 - HIGH CUBE
EXISTING CONDITION 100-YEAR STORM EVENT
-------------------------------------------------------------------- Drainage Area = 67.10(Ac.) = 0.105 Sq. Mi.
Drainage Area for Depth-Area Areal Adjustment = 67.10(Ac.) = 0.105 Sq. Mi.
Length along longest watercourse = 3400.00(Ft.)
Length along longest watercourse measured to centroid = 1280.00(Ft.) Length along longest watercourse = 0.644 Mi.
Length along longest watercourse measured to centroid = 0.242 Mi.
Difference in elevation = 44.00(Ft.)
Slope along watercourse = 68.3294 Ft./Mi.
Average Manning's 'N' = 0.030
Lag time = 0.159 Hr.
Lag time = 9.56 Min.
25% of lag time = 2.39 Min.
40% of lag time = 3.82 Min.
Unit time = 5.00 Min.
Duration of storm = 1 Hour(s)
User Entered Base Flow = 0.00(CFS)
2 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 0.50 33.55
100 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 1.20 80.52
STORM EVENT (YEAR) = 100.00
Area Averaged 2-Year Rainfall = 0.500(In)
Area Averaged 100-Year Rainfall = 1.200(In)
Point rain (area averaged) = 1.200(In)
Areal adjustment factor = 99.94 %
Adjusted average point rain = 1.199(In)
Sub-Area Data:
Area(Ac.) Runoff Index Impervious %
67.100 76.00 0.000
Total Area Entered = 67.10(Ac.)
RI RI Infil. Rate Impervious Adj. Infil. Rate Area% F
AMC2 AMC-3 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr)
76.0 88.6 0.146 0.000 0.146 1.000 0.146
Sum (F) = 0.146
F.2.l
Packet Pg. 757 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX1001100
Area averaged mean soil loss (F) (In/Hr) = 0.146
Minimum soil loss rate ((In/Hr)) = 0.073
(for 24 hour storm duration)
Soil low loss rate (decimal) = 0.900
--------------------------------------------------------------------- Slope of intensity-duration curve for a 1 hour storm =0.5000 ---------------------------------------------------------------------- U n i t H y d r o g r a p h
VALLEY S-Curve
-------------------------------------------------------------------- Unit Hydrograph Data
--------------------------------------------------------------------- Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph % (CFS)
--------------------------------------------------------------------- 1 0.083 52.307 6.571 4.443
2 0.167 104.614 28.083 18.991
3 0.250 156.922 28.549 19.306
4 0.333 209.229 12.179 8.236
5 0.417 261.536 6.595 4.460
6 0.500 313.843 4.589 3.103
7 0.583 366.151 3.296 2.229
8 0.667 418.458 2.462 1.665
9 0.750 470.765 1.797 1.215
10 0.833 523.072 1.548 1.047
11 0.917 575.380 1.191 0.806
12 1.000 627.687 0.940 0.636
13 1.083 679.994 0.721 0.488
14 1.167 732.301 0.542 0.367
15 1.250 784.608 0.523 0.354
16 1.333 836.916 0.415 0.281
Sum = 100.000 Sum= 67.624
----------------------------------------------------------------------- The following loss rate calculations reflect use of the minimum calculated loss rate subtracted from the Storm Rain to produce the maximum Effective Rain value Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max | Low (In/Hr)
1 0.08 4.20 0.604 0.146 ( 0.544) 0.458
2 0.17 4.30 0.619 0.146 ( 0.557) 0.473
3 0.25 5.00 0.720 0.146 ( 0.648) 0.574
4 0.33 5.00 0.720 0.146 ( 0.648) 0.574
5 0.42 5.80 0.835 0.146 ( 0.751) 0.689
6 0.50 6.50 0.935 0.146 ( 0.842) 0.789
7 0.58 7.40 1.065 0.146 ( 0.958) 0.919
8 0.67 8.60 1.238 0.146 ( 1.114) 1.092
9 0.75 12.30 1.770 0.146 ( 1.593) 1.624
10 0.83 29.10 4.188 0.146 ( 3.769) 4.042
11 0.92 6.80 0.979 0.146 ( 0.881) 0.833
12 1.00 5.00 0.720 0.146 ( 0.648) 0.574
(Loss Rate Not Used)
Sum = 100.0 Sum = 12.6
Flood volume = Effective rainfall 1.05(In)
times area 67.1(Ac.)/[(In)/(Ft.)] = 5.9(Ac.Ft)
Total soil loss = 0.15(In)
Total soil loss = 0.816(Ac.Ft)
Total rainfall = 1.20(In)
Flood volume = 256557.9 Cubic Feet
Total soil loss = 35551.9 Cubic Feet
-------------------------------------------------------------------- Peak flow rate of this hydrograph = 131.472(CFS)
-------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 1 - H O U R S T O R M
R u n o f f H y d r o g r a p h
-------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS))
-------------------------------------------------------------------- Time(h+m) Volume Ac.Ft Q(CFS) 0 50.0 100.0 150.0 200.0
----------------------------------------------------------------------- 0+ 5 0.0140 2.04 Q | | | |
0+10 0.0885 10.81 V Q | | | |
0+15 0.2289 20.39 |V Q | | | |
F.2.l
Packet Pg. 758 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX1001100
0+20 0.4105 26.36 | V Q | | | |
0+25 0.6239 30.98 | V Q | | | |
0+30 0.8714 35.94 | V Q | | | |
0+35 1.1617 42.17 | VQ | | | |
0+40 1.5020 49.40 | QV | | |
0+45 1.9131 59.70 | |QV | | |
0+50 2.5084 86.44 | | Q | | |
0+55 3.4139 131.47 | | | V Q | |
1+ 0 4.2570 122.43 | | | Q V | |
1+ 5 4.7854 76.71 | | Q | | V |
1+10 5.1152 47.89 | Q| | | V |
1+15 5.3212 29.91 | Q | | | V |
1+20 5.4659 21.01 | Q | | | V |
1+25 5.5734 15.61 | Q | | | V |
1+30 5.6543 11.75 | Q | | | V |
1+35 5.7187 9.35 |Q | | | V |
1+40 5.7683 7.20 |Q | | | V|
1+45 5.8068 5.58 |Q | | | V|
1+50 5.8357 4.20 Q | | | V|
1+55 5.8573 3.14 Q | | | V|
2+ 0 5.8743 2.47 Q | | | V|
2+ 5 5.8856 1.64 Q | | | V|
2+10 5.8886 0.44 Q | | | V|
2+15 5.8898 0.16 Q | | | V|
-----------------------------------------------------------------------
F.2.l
Packet Pg. 759 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX1003100
U n i t H y d r o g r a p h A n a l y s i s
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2014, Version 9.0 Study date 07/31/20 File: 3828EX1003100.out
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method
RCFC & WCD Manual date - April 1978
Program License Serial Number 6400
--------------------------------------------------------------------- English (in-lb) Input Units Used
English Rainfall Data (Inches) Input Values Used
English Units used in output format
--------------------------------------------------------------------- TEI JOB 3828
OPTION 1 - HIGH CUBE
EXISTING CONDITION 100-YEAR STORM EVENT
-------------------------------------------------------------------- Drainage Area = 67.10(Ac.) = 0.105 Sq. Mi.
Drainage Area for Depth-Area Areal Adjustment = 67.10(Ac.) = 0.105 Sq. Mi.
Length along longest watercourse = 3400.00(Ft.)
Length along longest watercourse measured to centroid = 1280.00(Ft.) Length along longest watercourse = 0.644 Mi.
Length along longest watercourse measured to centroid = 0.242 Mi.
Difference in elevation = 44.00(Ft.)
Slope along watercourse = 68.3294 Ft./Mi.
Average Manning's 'N' = 0.030
Lag time = 0.159 Hr.
Lag time = 9.56 Min.
25% of lag time = 2.39 Min.
40% of lag time = 3.82 Min.
Unit time = 5.00 Min.
Duration of storm = 3 Hour(s)
User Entered Base Flow = 0.00(CFS)
2 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 0.80 53.68
100 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 1.86 124.81
STORM EVENT (YEAR) = 100.00
Area Averaged 2-Year Rainfall = 0.800(In)
Area Averaged 100-Year Rainfall = 1.860(In)
Point rain (area averaged) = 1.860(In)
Areal adjustment factor = 99.97 %
Adjusted average point rain = 1.859(In)
Sub-Area Data:
Area(Ac.) Runoff Index Impervious %
67.100 76.00 0.000
Total Area Entered = 67.10(Ac.)
RI RI Infil. Rate Impervious Adj. Infil. Rate Area% F
AMC2 AMC-3 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr)
76.0 88.6 0.146 0.000 0.146 1.000 0.146
Sum (F) = 0.146
F.2.l
Packet Pg. 760 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX1003100
Area averaged mean soil loss (F) (In/Hr) = 0.146
Minimum soil loss rate ((In/Hr)) = 0.073
(for 24 hour storm duration)
Soil low loss rate (decimal) = 0.900
--------------------------------------------------------------------- U n i t H y d r o g r a p h
VALLEY S-Curve
-------------------------------------------------------------------- Unit Hydrograph Data
--------------------------------------------------------------------- Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph % (CFS)
--------------------------------------------------------------------- 1 0.083 52.307 6.571 4.443
2 0.167 104.614 28.083 18.991
3 0.250 156.922 28.549 19.306
4 0.333 209.229 12.179 8.236
5 0.417 261.536 6.595 4.460
6 0.500 313.843 4.589 3.103
7 0.583 366.151 3.296 2.229
8 0.667 418.458 2.462 1.665
9 0.750 470.765 1.797 1.215
10 0.833 523.072 1.548 1.047
11 0.917 575.380 1.191 0.806
12 1.000 627.687 0.940 0.636
13 1.083 679.994 0.721 0.488
14 1.167 732.301 0.542 0.367
15 1.250 784.608 0.523 0.354
16 1.333 836.916 0.415 0.281
Sum = 100.000 Sum= 67.624
----------------------------------------------------------------------- The following loss rate calculations reflect use of the minimum calculated loss rate subtracted from the Storm Rain to produce the maximum Effective Rain value Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max | Low (In/Hr)
1 0.08 1.30 0.290 0.146 ( 0.261) 0.144
2 0.17 1.30 0.290 0.146 ( 0.261) 0.144
3 0.25 1.10 0.245 0.146 ( 0.221) 0.099
4 0.33 1.50 0.335 0.146 ( 0.301) 0.189
5 0.42 1.50 0.335 0.146 ( 0.301) 0.189
6 0.50 1.80 0.402 0.146 ( 0.361) 0.256
7 0.58 1.50 0.335 0.146 ( 0.301) 0.189
8 0.67 1.80 0.402 0.146 ( 0.361) 0.256
9 0.75 1.80 0.402 0.146 ( 0.361) 0.256
10 0.83 1.50 0.335 0.146 ( 0.301) 0.189
11 0.92 1.60 0.357 0.146 ( 0.321) 0.211
12 1.00 1.80 0.402 0.146 ( 0.361) 0.256
13 1.08 2.20 0.491 0.146 ( 0.442) 0.345
14 1.17 2.20 0.491 0.146 ( 0.442) 0.345
15 1.25 2.20 0.491 0.146 ( 0.442) 0.345
16 1.33 2.00 0.446 0.146 ( 0.402) 0.300
17 1.42 2.60 0.580 0.146 ( 0.522) 0.434
18 1.50 2.70 0.602 0.146 ( 0.542) 0.457
19 1.58 2.40 0.536 0.146 ( 0.482) 0.390
20 1.67 2.70 0.602 0.146 ( 0.542) 0.457
21 1.75 3.30 0.736 0.146 ( 0.663) 0.590
22 1.83 3.10 0.692 0.146 ( 0.623) 0.546
23 1.92 2.90 0.647 0.146 ( 0.582) 0.501
24 2.00 3.00 0.669 0.146 ( 0.602) 0.523
25 2.08 3.10 0.692 0.146 ( 0.623) 0.546
26 2.17 4.20 0.937 0.146 ( 0.843) 0.791
27 2.25 5.00 1.116 0.146 ( 1.004) 0.970
28 2.33 3.50 0.781 0.146 ( 0.703) 0.635
29 2.42 6.80 1.517 0.146 ( 1.366) 1.371
30 2.50 7.30 1.629 0.146 ( 1.466) 1.483
31 2.58 8.20 1.830 0.146 ( 1.647) 1.684
32 2.67 5.90 1.316 0.146 ( 1.185) 1.171
33 2.75 2.00 0.446 0.146 ( 0.402) 0.300
34 2.83 1.80 0.402 0.146 ( 0.361) 0.256
35 2.92 1.80 0.402 0.146 ( 0.361) 0.256
36 3.00 0.60 0.134 ( 0.146) 0.120 0.013
(Loss Rate Not Used)
Sum = 100.0 Sum = 17.1
F.2.l
Packet Pg. 761 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX1003100
Flood volume = Effective rainfall 1.42(In)
times area 67.1(Ac.)/[(In)/(Ft.)] = 8.0(Ac.Ft)
Total soil loss = 0.44(In)
Total soil loss = 2.437(Ac.Ft)
Total rainfall = 1.86(In)
Flood volume = 346774.0 Cubic Feet
Total soil loss = 106138.8 Cubic Feet
-------------------------------------------------------------------- Peak flow rate of this hydrograph = 88.283(CFS)
-------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 3 - H O U R S T O R M
R u n o f f H y d r o g r a p h
-------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS))
-------------------------------------------------------------------- Time(h+m) Volume Ac.Ft Q(CFS) 0 22.5 45.0 67.5 90.0
----------------------------------------------------------------------- 0+ 5 0.0044 0.64 Q | | | |
0+10 0.0277 3.38 VQ | | | |
0+15 0.0688 5.96 V Q | | | |
0+20 0.1149 6.70 V Q | | | |
0+25 0.1712 8.18 V Q | | | |
0+30 0.2420 10.28 |V Q | | | |
0+35 0.3254 12.11 |V Q | | | |
0+40 0.4145 12.93 | V Q | | | |
0+45 0.5096 13.81 | V Q | | | |
0+50 0.6117 14.83 | V Q | | | |
0+55 0.7104 14.33 | V Q | | | |
1+ 0 0.8072 14.05 | V Q | | | |
1+ 5 0.9138 15.47 | V Q | | | |
1+10 1.0387 18.13 | V Q | | | |
1+15 1.1785 20.30 | V Q| | | |
1+20 1.3237 21.09 | V Q| | | |
1+25 1.4711 21.39 | V Q| | | |
1+30 1.6334 23.57 | V Q | | |
1+35 1.8138 26.20 | V|Q | | |
1+40 1.9981 26.77 | VQ | | |
1+45 2.1919 28.13 | |VQ | | |
1+50 2.4106 31.75 | | V Q | | |
1+55 2.6443 33.94 | | V Q | | |
2+ 0 2.8772 33.81 | | VQ | | |
2+ 5 3.1110 33.96 | | Q | | |
2+10 3.3588 35.98 | | QV | | |
2+15 3.6494 42.19 | | Q | | |
2+20 3.9883 49.22 | | VQ | |
2+25 4.3454 51.84 | | |V Q | |
2+30 4.7766 62.61 | | | V Q | |
2+35 5.3193 78.80 | | | V | Q |
2+40 5.9273 88.28 | | | V| Q|
2+45 6.4960 82.57 | | | | V Q |
2+50 6.9110 60.26 | | | Q | V |
2+55 7.1950 41.24 | | Q | | V |
3+ 0 7.4150 31.94 | | Q | | V |
3+ 5 7.5727 22.91 | Q | | V |
3+10 7.6770 15.13 | Q | | | V |
3+15 7.7519 10.88 | Q | | | V |
3+20 7.8089 8.28 | Q | | | V|
3+25 7.8529 6.40 | Q | | | V|
3+30 7.8861 4.82 | Q | | | V|
3+35 7.9110 3.62 |Q | | | V|
3+40 7.9302 2.78 |Q | | | V|
3+45 7.9437 1.97 Q | | | V|
3+50 7.9527 1.30 Q | | | V|
3+55 7.9572 0.66 Q | | | V|
4+ 0 7.9591 0.28 Q | | | V|
4+ 5 7.9603 0.17 Q | | | V|
4+10 7.9608 0.08 Q | | | V|
4+15 7.9608 0.00 Q | | | V|
-----------------------------------------------------------------------
F.2.l
Packet Pg. 762 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX1006100
U n i t H y d r o g r a p h A n a l y s i s
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2014, Version 9.0 Study date 07/31/20 File: 3828EX1006100.out
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method
RCFC & WCD Manual date - April 1978
Program License Serial Number 6400
--------------------------------------------------------------------- English (in-lb) Input Units Used
English Rainfall Data (Inches) Input Values Used
English Units used in output format
--------------------------------------------------------------------- TEI JOB 3828
OPTION 1 - HIGH CUBE
EXISTING CONDITION 100-YEAR STORM EVENT
-------------------------------------------------------------------- Drainage Area = 67.10(Ac.) = 0.105 Sq. Mi.
Drainage Area for Depth-Area Areal Adjustment = 67.10(Ac.) = 0.105 Sq. Mi.
Length along longest watercourse = 3400.00(Ft.)
Length along longest watercourse measured to centroid = 1280.00(Ft.) Length along longest watercourse = 0.644 Mi.
Length along longest watercourse measured to centroid = 0.242 Mi.
Difference in elevation = 44.00(Ft.)
Slope along watercourse = 68.3294 Ft./Mi.
Average Manning's 'N' = 0.030
Lag time = 0.159 Hr.
Lag time = 9.56 Min.
25% of lag time = 2.39 Min.
40% of lag time = 3.82 Min.
Unit time = 5.00 Min.
Duration of storm = 6 Hour(s)
User Entered Base Flow = 0.00(CFS)
2 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 1.15 77.16
100 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 2.50 167.75
STORM EVENT (YEAR) = 100.00
Area Averaged 2-Year Rainfall = 1.150(In)
Area Averaged 100-Year Rainfall = 2.500(In)
Point rain (area averaged) = 2.500(In)
Areal adjustment factor = 99.98 %
Adjusted average point rain = 2.499(In)
Sub-Area Data:
Area(Ac.) Runoff Index Impervious %
67.100 76.00 0.000
Total Area Entered = 67.10(Ac.)
RI RI Infil. Rate Impervious Adj. Infil. Rate Area% F
AMC2 AMC-3 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr)
76.0 88.6 0.146 0.000 0.146 1.000 0.146
Sum (F) = 0.146
F.2.l
Packet Pg. 763 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX1006100
Area averaged mean soil loss (F) (In/Hr) = 0.146
Minimum soil loss rate ((In/Hr)) = 0.073
(for 24 hour storm duration)
Soil low loss rate (decimal) = 0.900
--------------------------------------------------------------------- U n i t H y d r o g r a p h
VALLEY S-Curve
-------------------------------------------------------------------- Unit Hydrograph Data
--------------------------------------------------------------------- Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph % (CFS)
--------------------------------------------------------------------- 1 0.083 52.307 6.571 4.443
2 0.167 104.614 28.083 18.991
3 0.250 156.922 28.549 19.306
4 0.333 209.229 12.179 8.236
5 0.417 261.536 6.595 4.460
6 0.500 313.843 4.589 3.103
7 0.583 366.151 3.296 2.229
8 0.667 418.458 2.462 1.665
9 0.750 470.765 1.797 1.215
10 0.833 523.072 1.548 1.047
11 0.917 575.380 1.191 0.806
12 1.000 627.687 0.940 0.636
13 1.083 679.994 0.721 0.488
14 1.167 732.301 0.542 0.367
15 1.250 784.608 0.523 0.354
16 1.333 836.916 0.415 0.281
Sum = 100.000 Sum= 67.624
----------------------------------------------------------------------- The following loss rate calculations reflect use of the minimum calculated loss rate subtracted from the Storm Rain to produce the maximum Effective Rain value Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max | Low (In/Hr)
1 0.08 0.50 0.150 ( 0.146) 0.135 0.015
2 0.17 0.60 0.180 0.146 ( 0.162) 0.034
3 0.25 0.60 0.180 0.146 ( 0.162) 0.034
4 0.33 0.60 0.180 0.146 ( 0.162) 0.034
5 0.42 0.60 0.180 0.146 ( 0.162) 0.034
6 0.50 0.70 0.210 0.146 ( 0.189) 0.064
7 0.58 0.70 0.210 0.146 ( 0.189) 0.064
8 0.67 0.70 0.210 0.146 ( 0.189) 0.064
9 0.75 0.70 0.210 0.146 ( 0.189) 0.064
10 0.83 0.70 0.210 0.146 ( 0.189) 0.064
11 0.92 0.70 0.210 0.146 ( 0.189) 0.064
12 1.00 0.80 0.240 0.146 ( 0.216) 0.094
13 1.08 0.80 0.240 0.146 ( 0.216) 0.094
14 1.17 0.80 0.240 0.146 ( 0.216) 0.094
15 1.25 0.80 0.240 0.146 ( 0.216) 0.094
16 1.33 0.80 0.240 0.146 ( 0.216) 0.094
17 1.42 0.80 0.240 0.146 ( 0.216) 0.094
18 1.50 0.80 0.240 0.146 ( 0.216) 0.094
19 1.58 0.80 0.240 0.146 ( 0.216) 0.094
20 1.67 0.80 0.240 0.146 ( 0.216) 0.094
21 1.75 0.80 0.240 0.146 ( 0.216) 0.094
22 1.83 0.80 0.240 0.146 ( 0.216) 0.094
23 1.92 0.80 0.240 0.146 ( 0.216) 0.094
24 2.00 0.90 0.270 0.146 ( 0.243) 0.124
25 2.08 0.80 0.240 0.146 ( 0.216) 0.094
26 2.17 0.90 0.270 0.146 ( 0.243) 0.124
27 2.25 0.90 0.270 0.146 ( 0.243) 0.124
28 2.33 0.90 0.270 0.146 ( 0.243) 0.124
29 2.42 0.90 0.270 0.146 ( 0.243) 0.124
30 2.50 0.90 0.270 0.146 ( 0.243) 0.124
31 2.58 0.90 0.270 0.146 ( 0.243) 0.124
32 2.67 0.90 0.270 0.146 ( 0.243) 0.124
33 2.75 1.00 0.300 0.146 ( 0.270) 0.154
34 2.83 1.00 0.300 0.146 ( 0.270) 0.154
35 2.92 1.00 0.300 0.146 ( 0.270) 0.154
36 3.00 1.00 0.300 0.146 ( 0.270) 0.154
37 3.08 1.00 0.300 0.146 ( 0.270) 0.154
38 3.17 1.10 0.330 0.146 ( 0.297) 0.184
F.2.l
Packet Pg. 764 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX1006100
39 3.25 1.10 0.330 0.146 ( 0.297) 0.184
40 3.33 1.10 0.330 0.146 ( 0.297) 0.184
41 3.42 1.20 0.360 0.146 ( 0.324) 0.214
42 3.50 1.30 0.390 0.146 ( 0.351) 0.244
43 3.58 1.40 0.420 0.146 ( 0.378) 0.274
44 3.67 1.40 0.420 0.146 ( 0.378) 0.274
45 3.75 1.50 0.450 0.146 ( 0.405) 0.304
46 3.83 1.50 0.450 0.146 ( 0.405) 0.304
47 3.92 1.60 0.480 0.146 ( 0.432) 0.334
48 4.00 1.60 0.480 0.146 ( 0.432) 0.334
49 4.08 1.70 0.510 0.146 ( 0.459) 0.364
50 4.17 1.80 0.540 0.146 ( 0.486) 0.394
51 4.25 1.90 0.570 0.146 ( 0.513) 0.424
52 4.33 2.00 0.600 0.146 ( 0.540) 0.454
53 4.42 2.10 0.630 0.146 ( 0.567) 0.484
54 4.50 2.10 0.630 0.146 ( 0.567) 0.484
55 4.58 2.20 0.660 0.146 ( 0.594) 0.514
56 4.67 2.30 0.690 0.146 ( 0.621) 0.544
57 4.75 2.40 0.720 0.146 ( 0.648) 0.574
58 4.83 2.40 0.720 0.146 ( 0.648) 0.574
59 4.92 2.50 0.750 0.146 ( 0.675) 0.604
60 5.00 2.60 0.780 0.146 ( 0.702) 0.634
61 5.08 3.10 0.930 0.146 ( 0.837) 0.784
62 5.17 3.60 1.080 0.146 ( 0.972) 0.934
63 5.25 3.90 1.170 0.146 ( 1.053) 1.024
64 5.33 4.20 1.260 0.146 ( 1.134) 1.114
65 5.42 4.70 1.410 0.146 ( 1.269) 1.264
66 5.50 5.60 1.680 0.146 ( 1.512) 1.534
67 5.58 1.90 0.570 0.146 ( 0.513) 0.424
68 5.67 0.90 0.270 0.146 ( 0.243) 0.124
69 5.75 0.60 0.180 0.146 ( 0.162) 0.034
70 5.83 0.50 0.150 ( 0.146) 0.135 0.015
71 5.92 0.30 0.090 ( 0.146) 0.081 0.009
72 6.00 0.20 0.060 ( 0.146) 0.054 0.006
(Loss Rate Not Used)
Sum = 100.0 Sum = 19.7
Flood volume = Effective rainfall 1.64(In)
times area 67.1(Ac.)/[(In)/(Ft.)] = 9.2(Ac.Ft)
Total soil loss = 0.86(In)
Total soil loss = 4.814(Ac.Ft)
Total rainfall = 2.50(In)
Flood volume = 399112.5 Cubic Feet
Total soil loss = 209679.5 Cubic Feet
-------------------------------------------------------------------- Peak flow rate of this hydrograph = 77.753(CFS)
-------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6 - H O U R S T O R M
R u n o f f H y d r o g r a p h
-------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS))
-------------------------------------------------------------------- Time(h+m) Volume Ac.Ft Q(CFS) 0 20.0 40.0 60.0 80.0
----------------------------------------------------------------------- 0+ 5 0.0005 0.07 Q | | | |
0+10 0.0035 0.44 Q | | | |
0+15 0.0109 1.09 Q | | | |
0+20 0.0218 1.58 Q | | | |
0+25 0.0342 1.80 Q | | | |
0+30 0.0484 2.07 VQ | | | |
0+35 0.0672 2.73 VQ | | | |
0+40 0.0905 3.37 VQ | | | |
0+45 0.1158 3.67 VQ | | | |
0+50 0.1422 3.84 VQ | | | |
0+55 0.1696 3.97 VQ | | | |
1+ 0 0.1985 4.19 V Q | | | |
1+ 5 0.2317 4.83 |VQ | | | |
1+10 0.2694 5.46 |VQ | | | |
1+15 0.3090 5.76 |VQ | | | |
1+20 0.3498 5.92 |VQ | | | |
1+25 0.3914 6.04 |V Q | | | |
1+30 0.4336 6.12 |V Q | | | |
1+35 0.4762 6.18 | VQ | | | |
1+40 0.5191 6.23 | VQ | | | |
1+45 0.5623 6.27 | VQ | | | |
1+50 0.6056 6.30 | VQ | | | |
F.2.l
Packet Pg. 765 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX1006100
1+55 0.6491 6.31 | VQ | | | |
2+ 0 0.6936 6.46 | Q | | | |
2+ 5 0.7412 6.91 | Q | | | |
2+10 0.7899 7.06 | Q | | | |
2+15 0.8402 7.31 | Q | | | |
2+20 0.8938 7.78 | Q | | | |
2+25 0.9487 7.98 | QV | | | |
2+30 1.0044 8.09 | Q | | | |
2+35 1.0607 8.17 | Q | | | |
2+40 1.1173 8.22 | Q | | | |
2+45 1.1751 8.40 | QV | | | |
2+50 1.2371 9.00 | QV | | | |
2+55 1.3032 9.60 | QV | | | |
3+ 0 1.3712 9.87 | QV | | | |
3+ 5 1.4402 10.02 | QV | | | |
3+10 1.5108 10.26 | QV | | | |
3+15 1.5859 10.90 | QV | | | |
3+20 1.6654 11.54 | Q V | | | |
3+25 1.7477 11.96 | Q V | | | |
3+30 1.8361 12.83 | Q V | | | |
3+35 1.9341 14.23 | QV | | | |
3+40 2.0423 15.71 | QV | | | |
3+45 2.1585 16.87 | QV| | | |
3+50 2.2822 17.96 | QV| | | |
3+55 2.4131 19.01 | QV | | |
4+ 0 2.5513 20.07 | QV | | |
4+ 5 2.6966 21.09 | QV | | |
4+10 2.8499 22.26 | |QV | | |
4+15 3.0142 23.85 | |Q V | | |
4+20 3.1905 25.61 | | QV | | |
4+25 3.3795 27.44 | | QV | | |
4+30 3.5806 29.19 | | QV | | |
4+35 3.7909 30.54 | | QV | | |
4+40 4.0107 31.92 | | Q V | | |
4+45 4.2424 33.64 | | Q V | | |
4+50 4.4859 35.35 | | Q V| | |
4+55 4.7385 36.68 | | Q V | |
5+ 0 5.0004 38.04 | | Q|V | |
5+ 5 5.2778 40.28 | | Q V | |
5+10 5.5874 44.94 | | | Q V | |
5+15 5.9435 51.70 | | | Q | |
5+20 6.3453 58.35 | | | V Q| |
5+25 6.7907 64.67 | | | V| Q |
5+30 7.2904 72.55 | | | |V Q |
5+35 7.8259 77.75 | | | | V Q |
5+40 8.2610 63.17 | | | |Q V |
5+45 8.5332 39.53 | | Q| | V |
5+50 8.7070 25.23 | | Q | | V |
5+55 8.8272 17.45 | Q | | | V |
6+ 0 8.9149 12.73 | Q | | | V |
6+ 5 8.9807 9.56 | Q | | | V|
6+10 9.0304 7.22 | Q | | | V|
6+15 9.0688 5.56 | Q | | | V|
6+20 9.0980 4.25 | Q | | | V|
6+25 9.1201 3.20 |Q | | | V|
6+30 9.1362 2.35 |Q | | | V|
6+35 9.1478 1.67 Q | | | V|
6+40 9.1558 1.16 Q | | | V|
6+45 9.1604 0.67 Q | | | V|
6+50 9.1617 0.19 Q | | | V|
6+55 9.1621 0.06 Q | | | V|
7+ 0 9.1623 0.02 Q | | | V|
7+ 5 9.1623 0.01 Q | | | V|
7+10 9.1624 0.00 Q | | | V|
7+15 9.1624 0.00 Q | | | V|
-----------------------------------------------------------------------
F.2.l
Packet Pg. 766 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX10024100
U n i t H y d r o g r a p h A n a l y s i s
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2014, Version 9.0 Study date 07/31/20 File: 3828EX10024100.out
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method
RCFC & WCD Manual date - April 1978
Program License Serial Number 6400
--------------------------------------------------------------------- English (in-lb) Input Units Used
English Rainfall Data (Inches) Input Values Used
English Units used in output format
--------------------------------------------------------------------- TEI JOB 3828
OPTION 1 - HIGH CUBE
EXISTING CONDITION 100-YEAR STORM EVENT
-------------------------------------------------------------------- Drainage Area = 67.10(Ac.) = 0.105 Sq. Mi.
Drainage Area for Depth-Area Areal Adjustment = 67.10(Ac.) = 0.105 Sq. Mi.
Length along longest watercourse = 3400.00(Ft.)
Length along longest watercourse measured to centroid = 1280.00(Ft.) Length along longest watercourse = 0.644 Mi.
Length along longest watercourse measured to centroid = 0.242 Mi.
Difference in elevation = 44.00(Ft.)
Slope along watercourse = 68.3294 Ft./Mi.
Average Manning's 'N' = 0.030
Lag time = 0.159 Hr.
Lag time = 9.56 Min.
25% of lag time = 2.39 Min.
40% of lag time = 3.82 Min.
Unit time = 5.00 Min.
Duration of storm = 24 Hour(s)
User Entered Base Flow = 0.00(CFS)
2 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 1.75 117.42
100 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 4.50 301.95
STORM EVENT (YEAR) = 100.00
Area Averaged 2-Year Rainfall = 1.750(In)
Area Averaged 100-Year Rainfall = 4.500(In)
Point rain (area averaged) = 4.500(In)
Areal adjustment factor = 99.99 %
Adjusted average point rain = 4.499(In)
Sub-Area Data:
Area(Ac.) Runoff Index Impervious %
67.100 76.00 0.000
Total Area Entered = 67.10(Ac.)
RI RI Infil. Rate Impervious Adj. Infil. Rate Area% F
AMC2 AMC-3 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr)
76.0 88.6 0.146 0.000 0.146 1.000 0.146
Sum (F) = 0.146
F.2.l
Packet Pg. 767 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX10024100
Area averaged mean soil loss (F) (In/Hr) = 0.146
Minimum soil loss rate ((In/Hr)) = 0.073
(for 24 hour storm duration)
Soil low loss rate (decimal) = 0.900
--------------------------------------------------------------------- U n i t H y d r o g r a p h
VALLEY S-Curve
-------------------------------------------------------------------- Unit Hydrograph Data
--------------------------------------------------------------------- Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph % (CFS)
--------------------------------------------------------------------- 1 0.083 52.307 6.571 4.443
2 0.167 104.614 28.083 18.991
3 0.250 156.922 28.549 19.306
4 0.333 209.229 12.179 8.236
5 0.417 261.536 6.595 4.460
6 0.500 313.843 4.589 3.103
7 0.583 366.151 3.296 2.229
8 0.667 418.458 2.462 1.665
9 0.750 470.765 1.797 1.215
10 0.833 523.072 1.548 1.047
11 0.917 575.380 1.191 0.806
12 1.000 627.687 0.940 0.636
13 1.083 679.994 0.721 0.488
14 1.167 732.301 0.542 0.367
15 1.250 784.608 0.523 0.354
16 1.333 836.916 0.415 0.281
Sum = 100.000 Sum= 67.624
----------------------------------------------------------------------- The following loss rate calculations reflect use of the minimum calculated loss rate subtracted from the Storm Rain to produce the maximum Effective Rain value Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max | Low (In/Hr)
1 0.08 0.07 0.036 ( 0.259) 0.032 0.004
2 0.17 0.07 0.036 ( 0.258) 0.032 0.004
3 0.25 0.07 0.036 ( 0.257) 0.032 0.004
4 0.33 0.10 0.054 ( 0.256) 0.049 0.005
5 0.42 0.10 0.054 ( 0.255) 0.049 0.005
6 0.50 0.10 0.054 ( 0.254) 0.049 0.005
7 0.58 0.10 0.054 ( 0.253) 0.049 0.005
8 0.67 0.10 0.054 ( 0.252) 0.049 0.005
9 0.75 0.10 0.054 ( 0.251) 0.049 0.005
10 0.83 0.13 0.072 ( 0.250) 0.065 0.007
11 0.92 0.13 0.072 ( 0.249) 0.065 0.007
12 1.00 0.13 0.072 ( 0.248) 0.065 0.007
13 1.08 0.10 0.054 ( 0.247) 0.049 0.005
14 1.17 0.10 0.054 ( 0.246) 0.049 0.005
15 1.25 0.10 0.054 ( 0.245) 0.049 0.005
16 1.33 0.10 0.054 ( 0.244) 0.049 0.005
17 1.42 0.10 0.054 ( 0.243) 0.049 0.005
18 1.50 0.10 0.054 ( 0.242) 0.049 0.005
19 1.58 0.10 0.054 ( 0.241) 0.049 0.005
20 1.67 0.10 0.054 ( 0.240) 0.049 0.005
21 1.75 0.10 0.054 ( 0.239) 0.049 0.005
22 1.83 0.13 0.072 ( 0.238) 0.065 0.007
23 1.92 0.13 0.072 ( 0.237) 0.065 0.007
24 2.00 0.13 0.072 ( 0.236) 0.065 0.007
25 2.08 0.13 0.072 ( 0.235) 0.065 0.007
26 2.17 0.13 0.072 ( 0.234) 0.065 0.007
27 2.25 0.13 0.072 ( 0.233) 0.065 0.007
28 2.33 0.13 0.072 ( 0.232) 0.065 0.007
29 2.42 0.13 0.072 ( 0.231) 0.065 0.007
30 2.50 0.13 0.072 ( 0.231) 0.065 0.007
31 2.58 0.17 0.090 ( 0.230) 0.081 0.009
32 2.67 0.17 0.090 ( 0.229) 0.081 0.009
33 2.75 0.17 0.090 ( 0.228) 0.081 0.009
34 2.83 0.17 0.090 ( 0.227) 0.081 0.009
35 2.92 0.17 0.090 ( 0.226) 0.081 0.009
36 3.00 0.17 0.090 ( 0.225) 0.081 0.009
37 3.08 0.17 0.090 ( 0.224) 0.081 0.009
38 3.17 0.17 0.090 ( 0.223) 0.081 0.009
F.2.l
Packet Pg. 768 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX10024100
39 3.25 0.17 0.090 ( 0.222) 0.081 0.009
40 3.33 0.17 0.090 ( 0.221) 0.081 0.009
41 3.42 0.17 0.090 ( 0.220) 0.081 0.009
42 3.50 0.17 0.090 ( 0.219) 0.081 0.009
43 3.58 0.17 0.090 ( 0.218) 0.081 0.009
44 3.67 0.17 0.090 ( 0.217) 0.081 0.009
45 3.75 0.17 0.090 ( 0.217) 0.081 0.009
46 3.83 0.20 0.108 ( 0.216) 0.097 0.011
47 3.92 0.20 0.108 ( 0.215) 0.097 0.011
48 4.00 0.20 0.108 ( 0.214) 0.097 0.011
49 4.08 0.20 0.108 ( 0.213) 0.097 0.011
50 4.17 0.20 0.108 ( 0.212) 0.097 0.011
51 4.25 0.20 0.108 ( 0.211) 0.097 0.011
52 4.33 0.23 0.126 ( 0.210) 0.113 0.013
53 4.42 0.23 0.126 ( 0.209) 0.113 0.013
54 4.50 0.23 0.126 ( 0.208) 0.113 0.013
55 4.58 0.23 0.126 ( 0.208) 0.113 0.013
56 4.67 0.23 0.126 ( 0.207) 0.113 0.013
57 4.75 0.23 0.126 ( 0.206) 0.113 0.013
58 4.83 0.27 0.144 ( 0.205) 0.130 0.014
59 4.92 0.27 0.144 ( 0.204) 0.130 0.014
60 5.00 0.27 0.144 ( 0.203) 0.130 0.014
61 5.08 0.20 0.108 ( 0.202) 0.097 0.011
62 5.17 0.20 0.108 ( 0.201) 0.097 0.011
63 5.25 0.20 0.108 ( 0.200) 0.097 0.011
64 5.33 0.23 0.126 ( 0.200) 0.113 0.013
65 5.42 0.23 0.126 ( 0.199) 0.113 0.013
66 5.50 0.23 0.126 ( 0.198) 0.113 0.013
67 5.58 0.27 0.144 ( 0.197) 0.130 0.014
68 5.67 0.27 0.144 ( 0.196) 0.130 0.014
69 5.75 0.27 0.144 ( 0.195) 0.130 0.014
70 5.83 0.27 0.144 ( 0.194) 0.130 0.014
71 5.92 0.27 0.144 ( 0.194) 0.130 0.014
72 6.00 0.27 0.144 ( 0.193) 0.130 0.014
73 6.08 0.30 0.162 ( 0.192) 0.146 0.016
74 6.17 0.30 0.162 ( 0.191) 0.146 0.016
75 6.25 0.30 0.162 ( 0.190) 0.146 0.016
76 6.33 0.30 0.162 ( 0.189) 0.146 0.016
77 6.42 0.30 0.162 ( 0.188) 0.146 0.016
78 6.50 0.30 0.162 ( 0.188) 0.146 0.016
79 6.58 0.33 0.180 ( 0.187) 0.162 0.018
80 6.67 0.33 0.180 ( 0.186) 0.162 0.018
81 6.75 0.33 0.180 ( 0.185) 0.162 0.018
82 6.83 0.33 0.180 ( 0.184) 0.162 0.018
83 6.92 0.33 0.180 ( 0.183) 0.162 0.018
84 7.00 0.33 0.180 ( 0.183) 0.162 0.018
85 7.08 0.33 0.180 ( 0.182) 0.162 0.018
86 7.17 0.33 0.180 ( 0.181) 0.162 0.018
87 7.25 0.33 0.180 ( 0.180) 0.162 0.018
88 7.33 0.37 0.198 ( 0.179) 0.178 0.020
89 7.42 0.37 0.198 ( 0.178) 0.178 0.020
90 7.50 0.37 0.198 0.178 ( 0.178) 0.020
91 7.58 0.40 0.216 0.177 ( 0.194) 0.039
92 7.67 0.40 0.216 0.176 ( 0.194) 0.040
93 7.75 0.40 0.216 0.175 ( 0.194) 0.041
94 7.83 0.43 0.234 0.174 ( 0.211) 0.060
95 7.92 0.43 0.234 0.174 ( 0.211) 0.060
96 8.00 0.43 0.234 0.173 ( 0.211) 0.061
97 8.08 0.50 0.270 0.172 ( 0.243) 0.098
98 8.17 0.50 0.270 0.171 ( 0.243) 0.099
99 8.25 0.50 0.270 0.170 ( 0.243) 0.100
100 8.33 0.50 0.270 0.170 ( 0.243) 0.100
101 8.42 0.50 0.270 0.169 ( 0.243) 0.101
102 8.50 0.50 0.270 0.168 ( 0.243) 0.102
103 8.58 0.53 0.288 0.167 ( 0.259) 0.121
104 8.67 0.53 0.288 0.166 ( 0.259) 0.122
105 8.75 0.53 0.288 0.166 ( 0.259) 0.122
106 8.83 0.57 0.306 0.165 ( 0.275) 0.141
107 8.92 0.57 0.306 0.164 ( 0.275) 0.142
108 9.00 0.57 0.306 0.163 ( 0.275) 0.143
109 9.08 0.63 0.342 0.162 ( 0.308) 0.179
110 9.17 0.63 0.342 0.162 ( 0.308) 0.180
111 9.25 0.63 0.342 0.161 ( 0.308) 0.181
112 9.33 0.67 0.360 0.160 ( 0.324) 0.200
113 9.42 0.67 0.360 0.159 ( 0.324) 0.201
114 9.50 0.67 0.360 0.159 ( 0.324) 0.201
115 9.58 0.70 0.378 0.158 ( 0.340) 0.220
F.2.l
Packet Pg. 769 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX10024100
116 9.67 0.70 0.378 0.157 ( 0.340) 0.221
117 9.75 0.70 0.378 0.156 ( 0.340) 0.222
118 9.83 0.73 0.396 0.156 ( 0.356) 0.240
119 9.92 0.73 0.396 0.155 ( 0.356) 0.241
120 10.00 0.73 0.396 0.154 ( 0.356) 0.242
121 10.08 0.50 0.270 0.153 ( 0.243) 0.117
122 10.17 0.50 0.270 0.153 ( 0.243) 0.117
123 10.25 0.50 0.270 0.152 ( 0.243) 0.118
124 10.33 0.50 0.270 0.151 ( 0.243) 0.119
125 10.42 0.50 0.270 0.150 ( 0.243) 0.120
126 10.50 0.50 0.270 0.150 ( 0.243) 0.120
127 10.58 0.67 0.360 0.149 ( 0.324) 0.211
128 10.67 0.67 0.360 0.148 ( 0.324) 0.212
129 10.75 0.67 0.360 0.148 ( 0.324) 0.212
130 10.83 0.67 0.360 0.147 ( 0.324) 0.213
131 10.92 0.67 0.360 0.146 ( 0.324) 0.214
132 11.00 0.67 0.360 0.145 ( 0.324) 0.215
133 11.08 0.63 0.342 0.145 ( 0.308) 0.197
134 11.17 0.63 0.342 0.144 ( 0.308) 0.198
135 11.25 0.63 0.342 0.143 ( 0.308) 0.199
136 11.33 0.63 0.342 0.143 ( 0.308) 0.199
137 11.42 0.63 0.342 0.142 ( 0.308) 0.200
138 11.50 0.63 0.342 0.141 ( 0.308) 0.201
139 11.58 0.57 0.306 0.140 ( 0.275) 0.166
140 11.67 0.57 0.306 0.140 ( 0.275) 0.166
141 11.75 0.57 0.306 0.139 ( 0.275) 0.167
142 11.83 0.60 0.324 0.138 ( 0.292) 0.186
143 11.92 0.60 0.324 0.138 ( 0.292) 0.186
144 12.00 0.60 0.324 0.137 ( 0.292) 0.187
145 12.08 0.83 0.450 0.136 ( 0.405) 0.314
146 12.17 0.83 0.450 0.136 ( 0.405) 0.314
147 12.25 0.83 0.450 0.135 ( 0.405) 0.315
148 12.33 0.87 0.468 0.134 ( 0.421) 0.334
149 12.42 0.87 0.468 0.134 ( 0.421) 0.334
150 12.50 0.87 0.468 0.133 ( 0.421) 0.335
151 12.58 0.93 0.504 0.132 ( 0.454) 0.372
152 12.67 0.93 0.504 0.132 ( 0.454) 0.372
153 12.75 0.93 0.504 0.131 ( 0.454) 0.373
154 12.83 0.97 0.522 0.130 ( 0.470) 0.392
155 12.92 0.97 0.522 0.130 ( 0.470) 0.392
156 13.00 0.97 0.522 0.129 ( 0.470) 0.393
157 13.08 1.13 0.612 0.128 ( 0.551) 0.484
158 13.17 1.13 0.612 0.128 ( 0.551) 0.484
159 13.25 1.13 0.612 0.127 ( 0.551) 0.485
160 13.33 1.13 0.612 0.126 ( 0.551) 0.486
161 13.42 1.13 0.612 0.126 ( 0.551) 0.486
162 13.50 1.13 0.612 0.125 ( 0.551) 0.487
163 13.58 0.77 0.414 0.124 ( 0.373) 0.290
164 13.67 0.77 0.414 0.124 ( 0.373) 0.290
165 13.75 0.77 0.414 0.123 ( 0.373) 0.291
166 13.83 0.77 0.414 0.122 ( 0.373) 0.291
167 13.92 0.77 0.414 0.122 ( 0.373) 0.292
168 14.00 0.77 0.414 0.121 ( 0.373) 0.293
169 14.08 0.90 0.486 0.121 ( 0.437) 0.365
170 14.17 0.90 0.486 0.120 ( 0.437) 0.366
171 14.25 0.90 0.486 0.119 ( 0.437) 0.367
172 14.33 0.87 0.468 0.119 ( 0.421) 0.349
173 14.42 0.87 0.468 0.118 ( 0.421) 0.350
174 14.50 0.87 0.468 0.118 ( 0.421) 0.350
175 14.58 0.87 0.468 0.117 ( 0.421) 0.351
176 14.67 0.87 0.468 0.116 ( 0.421) 0.352
177 14.75 0.87 0.468 0.116 ( 0.421) 0.352
178 14.83 0.83 0.450 0.115 ( 0.405) 0.335
179 14.92 0.83 0.450 0.115 ( 0.405) 0.335
180 15.00 0.83 0.450 0.114 ( 0.405) 0.336
181 15.08 0.80 0.432 0.113 ( 0.389) 0.319
182 15.17 0.80 0.432 0.113 ( 0.389) 0.319
183 15.25 0.80 0.432 0.112 ( 0.389) 0.320
184 15.33 0.77 0.414 0.112 ( 0.373) 0.302
185 15.42 0.77 0.414 0.111 ( 0.373) 0.303
186 15.50 0.77 0.414 0.111 ( 0.373) 0.303
187 15.58 0.63 0.342 0.110 ( 0.308) 0.232
188 15.67 0.63 0.342 0.109 ( 0.308) 0.233
189 15.75 0.63 0.342 0.109 ( 0.308) 0.233
190 15.83 0.63 0.342 0.108 ( 0.308) 0.234
191 15.92 0.63 0.342 0.108 ( 0.308) 0.234
192 16.00 0.63 0.342 0.107 ( 0.308) 0.235
F.2.l
Packet Pg. 770 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX10024100
193 16.08 0.13 0.072 ( 0.107) 0.065 0.007
194 16.17 0.13 0.072 ( 0.106) 0.065 0.007
195 16.25 0.13 0.072 ( 0.106) 0.065 0.007
196 16.33 0.13 0.072 ( 0.105) 0.065 0.007
197 16.42 0.13 0.072 ( 0.104) 0.065 0.007
198 16.50 0.13 0.072 ( 0.104) 0.065 0.007
199 16.58 0.10 0.054 ( 0.103) 0.049 0.005
200 16.67 0.10 0.054 ( 0.103) 0.049 0.005
201 16.75 0.10 0.054 ( 0.102) 0.049 0.005
202 16.83 0.10 0.054 ( 0.102) 0.049 0.005
203 16.92 0.10 0.054 ( 0.101) 0.049 0.005
204 17.00 0.10 0.054 ( 0.101) 0.049 0.005
205 17.08 0.17 0.090 ( 0.100) 0.081 0.009
206 17.17 0.17 0.090 ( 0.100) 0.081 0.009
207 17.25 0.17 0.090 ( 0.099) 0.081 0.009
208 17.33 0.17 0.090 ( 0.099) 0.081 0.009
209 17.42 0.17 0.090 ( 0.098) 0.081 0.009
210 17.50 0.17 0.090 ( 0.098) 0.081 0.009
211 17.58 0.17 0.090 ( 0.097) 0.081 0.009
212 17.67 0.17 0.090 ( 0.097) 0.081 0.009
213 17.75 0.17 0.090 ( 0.096) 0.081 0.009
214 17.83 0.13 0.072 ( 0.096) 0.065 0.007
215 17.92 0.13 0.072 ( 0.095) 0.065 0.007
216 18.00 0.13 0.072 ( 0.095) 0.065 0.007
217 18.08 0.13 0.072 ( 0.094) 0.065 0.007
218 18.17 0.13 0.072 ( 0.094) 0.065 0.007
219 18.25 0.13 0.072 ( 0.094) 0.065 0.007
220 18.33 0.13 0.072 ( 0.093) 0.065 0.007
221 18.42 0.13 0.072 ( 0.093) 0.065 0.007
222 18.50 0.13 0.072 ( 0.092) 0.065 0.007
223 18.58 0.10 0.054 ( 0.092) 0.049 0.005
224 18.67 0.10 0.054 ( 0.091) 0.049 0.005
225 18.75 0.10 0.054 ( 0.091) 0.049 0.005
226 18.83 0.07 0.036 ( 0.090) 0.032 0.004
227 18.92 0.07 0.036 ( 0.090) 0.032 0.004
228 19.00 0.07 0.036 ( 0.090) 0.032 0.004
229 19.08 0.10 0.054 ( 0.089) 0.049 0.005
230 19.17 0.10 0.054 ( 0.089) 0.049 0.005
231 19.25 0.10 0.054 ( 0.088) 0.049 0.005
232 19.33 0.13 0.072 ( 0.088) 0.065 0.007
233 19.42 0.13 0.072 ( 0.087) 0.065 0.007
234 19.50 0.13 0.072 ( 0.087) 0.065 0.007
235 19.58 0.10 0.054 ( 0.087) 0.049 0.005
236 19.67 0.10 0.054 ( 0.086) 0.049 0.005
237 19.75 0.10 0.054 ( 0.086) 0.049 0.005
238 19.83 0.07 0.036 ( 0.086) 0.032 0.004
239 19.92 0.07 0.036 ( 0.085) 0.032 0.004
240 20.00 0.07 0.036 ( 0.085) 0.032 0.004
241 20.08 0.10 0.054 ( 0.084) 0.049 0.005
242 20.17 0.10 0.054 ( 0.084) 0.049 0.005
243 20.25 0.10 0.054 ( 0.084) 0.049 0.005
244 20.33 0.10 0.054 ( 0.083) 0.049 0.005
245 20.42 0.10 0.054 ( 0.083) 0.049 0.005
246 20.50 0.10 0.054 ( 0.083) 0.049 0.005
247 20.58 0.10 0.054 ( 0.082) 0.049 0.005
248 20.67 0.10 0.054 ( 0.082) 0.049 0.005
249 20.75 0.10 0.054 ( 0.082) 0.049 0.005
250 20.83 0.07 0.036 ( 0.081) 0.032 0.004
251 20.92 0.07 0.036 ( 0.081) 0.032 0.004
252 21.00 0.07 0.036 ( 0.081) 0.032 0.004
253 21.08 0.10 0.054 ( 0.080) 0.049 0.005
254 21.17 0.10 0.054 ( 0.080) 0.049 0.005
255 21.25 0.10 0.054 ( 0.080) 0.049 0.005
256 21.33 0.07 0.036 ( 0.079) 0.032 0.004
257 21.42 0.07 0.036 ( 0.079) 0.032 0.004
258 21.50 0.07 0.036 ( 0.079) 0.032 0.004
259 21.58 0.10 0.054 ( 0.078) 0.049 0.005
260 21.67 0.10 0.054 ( 0.078) 0.049 0.005
261 21.75 0.10 0.054 ( 0.078) 0.049 0.005
262 21.83 0.07 0.036 ( 0.078) 0.032 0.004
263 21.92 0.07 0.036 ( 0.077) 0.032 0.004
264 22.00 0.07 0.036 ( 0.077) 0.032 0.004
265 22.08 0.10 0.054 ( 0.077) 0.049 0.005
266 22.17 0.10 0.054 ( 0.077) 0.049 0.005
267 22.25 0.10 0.054 ( 0.076) 0.049 0.005
268 22.33 0.07 0.036 ( 0.076) 0.032 0.004
269 22.42 0.07 0.036 ( 0.076) 0.032 0.004
F.2.l
Packet Pg. 771 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX10024100
270 22.50 0.07 0.036 ( 0.076) 0.032 0.004
271 22.58 0.07 0.036 ( 0.075) 0.032 0.004
272 22.67 0.07 0.036 ( 0.075) 0.032 0.004
273 22.75 0.07 0.036 ( 0.075) 0.032 0.004
274 22.83 0.07 0.036 ( 0.075) 0.032 0.004
275 22.92 0.07 0.036 ( 0.075) 0.032 0.004
276 23.00 0.07 0.036 ( 0.074) 0.032 0.004
277 23.08 0.07 0.036 ( 0.074) 0.032 0.004
278 23.17 0.07 0.036 ( 0.074) 0.032 0.004
279 23.25 0.07 0.036 ( 0.074) 0.032 0.004
280 23.33 0.07 0.036 ( 0.074) 0.032 0.004
281 23.42 0.07 0.036 ( 0.074) 0.032 0.004
282 23.50 0.07 0.036 ( 0.074) 0.032 0.004
283 23.58 0.07 0.036 ( 0.073) 0.032 0.004
284 23.67 0.07 0.036 ( 0.073) 0.032 0.004
285 23.75 0.07 0.036 ( 0.073) 0.032 0.004
286 23.83 0.07 0.036 ( 0.073) 0.032 0.004
287 23.92 0.07 0.036 ( 0.073) 0.032 0.004
288 24.00 0.07 0.036 ( 0.073) 0.032 0.004
(Loss Rate Not Used)
Sum = 100.0 Sum = 26.3
Flood volume = Effective rainfall 2.19(In)
times area 67.1(Ac.)/[(In)/(Ft.)] = 12.3(Ac.Ft)
Total soil loss = 2.31(In)
Total soil loss = 12.893(Ac.Ft)
Total rainfall = 4.50(In)
Flood volume = 534307.9 Cubic Feet
Total soil loss = 561626.9 Cubic Feet
-------------------------------------------------------------------- Peak flow rate of this hydrograph = 31.869(CFS)
-------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 24 - H O U R S T O R M
R u n o f f H y d r o g r a p h
-------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS))
-------------------------------------------------------------------- Time(h+m) Volume Ac.Ft Q(CFS) 0 10.0 20.0 30.0 40.0
----------------------------------------------------------------------- 0+ 5 0.0001 0.02 Q | | | |
0+10 0.0007 0.08 Q | | | |
0+15 0.0018 0.15 Q | | | |
0+20 0.0031 0.19 Q | | | |
0+25 0.0047 0.24 Q | | | |
0+30 0.0067 0.29 Q | | | |
0+35 0.0089 0.31 Q | | | |
0+40 0.0111 0.32 Q | | | |
0+45 0.0134 0.33 Q | | | |
0+50 0.0158 0.35 Q | | | |
0+55 0.0185 0.39 Q | | | |
1+ 0 0.0215 0.43 Q | | | |
1+ 5 0.0245 0.44 Q | | | |
1+10 0.0274 0.42 Q | | | |
1+15 0.0300 0.39 Q | | | |
1+20 0.0327 0.38 Q | | | |
1+25 0.0353 0.38 Q | | | |
1+30 0.0378 0.37 Q | | | |
1+35 0.0404 0.37 Q | | | |
1+40 0.0430 0.37 Q | | | |
1+45 0.0455 0.37 Q | | | |
1+50 0.0481 0.38 Q | | | |
1+55 0.0509 0.41 Q | | | |
2+ 0 0.0540 0.44 Q | | | |
2+ 5 0.0572 0.46 Q | | | |
2+10 0.0604 0.47 Q | | | |
2+15 0.0636 0.47 Q | | | |
2+20 0.0669 0.47 Q | | | |
2+25 0.0702 0.48 Q | | | |
2+30 0.0735 0.48 Q | | | |
2+35 0.0768 0.49 Q | | | |
2+40 0.0805 0.53 Q | | | |
2+45 0.0843 0.56 Q | | | |
2+50 0.0883 0.58 Q | | | |
2+55 0.0923 0.59 Q | | | |
3+ 0 0.0964 0.59 Q | | | |
3+ 5 0.1005 0.60 Q | | | |
F.2.l
Packet Pg. 772 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX10024100
3+10 0.1047 0.60 Q | | | |
3+15 0.1088 0.60 Q | | | |
3+20 0.1130 0.60 Q | | | |
3+25 0.1171 0.61 Q | | | |
3+30 0.1213 0.61 Q | | | |
3+35 0.1255 0.61 Q | | | |
3+40 0.1297 0.61 Q | | | |
3+45 0.1339 0.61 Q | | | |
3+50 0.1381 0.62 Q | | | |
3+55 0.1426 0.65 Q | | | |
4+ 0 0.1473 0.69 Q | | | |
4+ 5 0.1521 0.70 Q | | | |
4+10 0.1570 0.71 Q | | | |
4+15 0.1619 0.71 Q | | | |
4+20 0.1669 0.73 Q | | | |
4+25 0.1722 0.76 Q | | | |
4+30 0.1777 0.80 Q | | | |
4+35 0.1833 0.82 Q | | | |
4+40 0.1890 0.83 Q | | | |
4+45 0.1948 0.83 Q | | | |
4+50 0.2006 0.85 Q | | | |
4+55 0.2067 0.88 Q | | | |
5+ 0 0.2130 0.92 Q | | | |
5+ 5 0.2194 0.92 Q | | | |
5+10 0.2253 0.86 Q | | | |
5+15 0.2309 0.80 Q | | | |
5+20 0.2363 0.78 Q | | | |
5+25 0.2418 0.81 Q | | | |
5+30 0.2475 0.83 Q | | | |
5+35 0.2534 0.85 Q | | | |
5+40 0.2595 0.89 Q | | | |
5+45 0.2659 0.92 Q | | | |
5+50 0.2724 0.94 Q | | | |
5+55 0.2789 0.95 Q | | | |
6+ 0 0.2855 0.96 Q | | | |
6+ 5 0.2921 0.97 Q | | | |
6+10 0.2991 1.01 VQ | | | |
6+15 0.3062 1.04 VQ | | | |
6+20 0.3135 1.06 |Q | | | |
6+25 0.3209 1.07 |Q | | | |
6+30 0.3283 1.08 |Q | | | |
6+35 0.3358 1.09 |Q | | | |
6+40 0.3436 1.13 |Q | | | |
6+45 0.3516 1.17 |Q | | | |
6+50 0.3598 1.18 |Q | | | |
6+55 0.3680 1.19 |Q | | | |
7+ 0 0.3762 1.20 |Q | | | |
7+ 5 0.3845 1.20 |Q | | | |
7+10 0.3928 1.21 |Q | | | |
7+15 0.4012 1.21 |Q | | | |
7+20 0.4096 1.22 |Q | | | |
7+25 0.4182 1.26 |Q | | | |
7+30 0.4271 1.29 |Q | | | |
7+35 0.4368 1.40 |Q | | | |
7+40 0.4491 1.79 |Q | | | |
7+45 0.4641 2.18 |VQ | | | |
7+50 0.4810 2.46 |VQ | | | |
7+55 0.5012 2.93 |VQ | | | |
8+ 0 0.5245 3.38 |V Q | | | |
8+ 5 0.5505 3.78 |V Q | | | |
8+10 0.5824 4.63 |V Q | | | |
8+15 0.6200 5.46 | V Q | | | |
8+20 0.6604 5.86 | V Q | | | |
8+25 0.7026 6.12 | V Q | | | |
8+30 0.7461 6.32 | V Q | | | |
8+35 0.7913 6.56 | V Q | | | |
8+40 0.8398 7.04 | V Q | | | |
8+45 0.8914 7.50 | V Q | | | |
8+50 0.9454 7.84 | V Q | | | |
8+55 1.0029 8.35 | V Q | | | |
9+ 0 1.0637 8.83 | V Q | | | |
9+ 5 1.1274 9.26 | V Q| | | |
9+10 1.1971 10.12 | V Q | | |
9+15 1.2726 10.95 | V Q | | |
9+20 1.3514 11.45 | V |Q | | |
9+25 1.4344 12.05 | V | Q | | |
9+30 1.5212 12.60 | V | Q | | |
F.2.l
Packet Pg. 773 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX10024100
9+35 1.6106 12.98 | V | Q | | |
9+40 1.7039 13.54 | V | Q | | |
9+45 1.8007 14.06 | V | Q | | |
9+50 1.9000 14.43 | V | Q | | |
9+55 2.0031 14.97 | V | Q | | |
10+ 0 2.1097 15.47 | V | Q | | |
10+ 5 2.2143 15.19 | V | Q | | |
10+10 2.3037 12.99 | V | Q | | |
10+15 2.3775 10.71 | V Q | | |
10+20 2.4450 9.80 | V Q| | | |
10+25 2.5093 9.34 | VQ| | | |
10+30 2.5715 9.04 | VQ| | | |
10+35 2.6351 9.24 | VQ| | | |
10+40 2.7095 10.81 | V Q | | |
10+45 2.7953 12.46 | V| Q | | |
10+50 2.8858 13.13 | V| Q | | |
10+55 2.9787 13.49 | V| Q | | |
11+ 0 3.0733 13.74 | V Q | | |
11+ 5 3.1688 13.86 | V Q | | |
11+10 3.2629 13.67 | V Q | | |
11+15 3.3554 13.43 | V Q | | |
11+20 3.4476 13.39 | |V Q | | |
11+25 3.5401 13.43 | |V Q | | |
11+30 3.6330 13.48 | |V Q | | |
11+35 3.7251 13.37 | | VQ | | |
11+40 3.8128 12.74 | | Q | | |
11+45 3.8962 12.10 | | Q | | |
11+50 3.9784 11.94 | |QV | | |
11+55 4.0621 12.15 | | QV | | |
12+ 0 4.1477 12.42 | | QV | | |
12+ 5 4.2378 13.09 | | Q | | |
12+10 4.3449 15.55 | | VQ | | |
12+15 4.4691 18.03 | | V Q | | |
12+20 4.6012 19.19 | | V Q| | |
12+25 4.7400 20.14 | | V Q | |
12+30 4.8841 20.93 | | V Q | |
12+35 5.0326 21.56 | | V |Q | |
12+40 5.1882 22.58 | | V | Q | |
12+45 5.3502 23.53 | | V | Q | |
12+50 5.5164 24.13 | | V | Q | |
12+55 5.6873 24.81 | | V | Q | |
13+ 0 5.8624 25.42 | | V| Q | |
13+ 5 6.0427 26.18 | | V| Q | |
13+10 6.2365 28.14 | | V Q | |
13+15 6.4436 30.08 | | |V Q |
13+20 6.6570 30.98 | | |V Q |
13+25 6.8739 31.50 | | | V |Q |
13+30 7.0934 31.87 | | | V |Q |
13+35 7.3088 31.27 | | | V |Q |
13+40 7.4998 27.73 | | | V Q | |
13+45 7.6657 24.09 | | | Q | |
13+50 7.8214 22.61 | | | Q V | |
13+55 7.9719 21.85 | | |Q V | |
14+ 0 8.1189 21.34 | | |Q V | |
14+ 5 8.2657 21.31 | | |Q V | |
14+10 8.4201 22.43 | | | Q V | |
14+15 8.5830 23.65 | | | Q V | |
14+20 8.7484 24.02 | | | Q V | |
14+25 8.9129 23.88 | | | Q V| |
14+30 9.0760 23.68 | | | Q V| |
14+35 9.2387 23.63 | | | Q V |
14+40 9.4015 23.64 | | | Q V |
14+45 9.5644 23.64 | | | Q |V |
14+50 9.7268 23.58 | | | Q |V |
14+55 9.8873 23.31 | | | Q | V |
15+ 0 10.0459 23.03 | | | Q | V |
15+ 5 10.2033 22.85 | | | Q | V |
15+10 10.3581 22.48 | | | Q | V |
15+15 10.5106 22.13 | | | Q | V |
15+20 10.6615 21.92 | | |Q | V |
15+25 10.8096 21.50 | | |Q | V |
15+30 10.9549 21.10 | | |Q | V |
15+35 11.0969 20.61 | | Q | V |
15+40 11.2288 19.16 | | Q| | V |
15+45 11.3508 17.72 | | Q | | V |
15+50 11.4685 17.09 | | Q | | V |
15+55 11.5840 16.76 | | Q | | V |
F.2.l
Packet Pg. 774 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX10024100
16+ 0 11.6978 16.53 | | Q | | V |
16+ 5 11.8036 15.36 | | Q | | V |
16+10 11.8789 10.92 | Q | | V |
16+15 11.9232 6.44 | Q | | | V |
16+20 11.9541 4.48 | Q | | | V |
16+25 11.9775 3.41 | Q | | | V|
16+30 11.9958 2.65 | Q | | | V|
16+35 12.0103 2.10 | Q | | | V|
16+40 12.0218 1.67 |Q | | | V|
16+45 12.0309 1.33 |Q | | | V|
16+50 12.0382 1.06 |Q | | | V|
16+55 12.0442 0.87 Q | | | V|
17+ 0 12.0492 0.72 Q | | | V|
17+ 5 12.0534 0.62 Q | | | V|
17+10 12.0576 0.60 Q | | | V|
17+15 12.0617 0.59 Q | | | V|
17+20 12.0655 0.55 Q | | | V|
17+25 12.0694 0.57 Q | | | V|
17+30 12.0734 0.58 Q | | | V|
17+35 12.0774 0.59 Q | | | V|
17+40 12.0815 0.59 Q | | | V|
17+45 12.0856 0.60 Q | | | V|
17+50 12.0897 0.59 Q | | | V|
17+55 12.0935 0.56 Q | | | V|
18+ 0 12.0971 0.53 Q | | | V|
18+ 5 12.1007 0.51 Q | | | V|
18+10 12.1042 0.51 Q | | | V|
18+15 12.1076 0.50 Q | | | V|
18+20 12.1111 0.50 Q | | | V|
18+25 12.1145 0.50 Q | | | V|
18+30 12.1179 0.49 Q | | | V|
18+35 12.1212 0.48 Q | | | V|
18+40 12.1243 0.45 Q | | | V|
18+45 12.1272 0.41 Q | | | V|
18+50 12.1298 0.39 Q | | | V|
18+55 12.1322 0.35 Q | | | V|
19+ 0 12.1343 0.31 Q | | | V|
19+ 5 12.1363 0.29 Q | | | V|
19+10 12.1385 0.32 Q | | | V|
19+15 12.1409 0.34 Q | | | V|
19+20 12.1434 0.36 Q | | | V|
19+25 12.1461 0.40 Q | | | V|
19+30 12.1491 0.44 Q | | | V|
19+35 12.1522 0.44 Q | | | V|
19+40 12.1551 0.42 Q | | | V|
19+45 12.1578 0.39 Q | | | V|
19+50 12.1603 0.37 Q | | | V|
19+55 12.1626 0.33 Q | | | V|
20+ 0 12.1646 0.30 Q | | | V|
20+ 5 12.1666 0.29 Q | | | V|
20+10 12.1688 0.31 Q | | | V|
20+15 12.1711 0.34 Q | | | V|
20+20 12.1735 0.35 Q | | | V|
20+25 12.1760 0.36 Q | | | V|
20+30 12.1784 0.36 Q | | | V|
20+35 12.1809 0.36 Q | | | V|
20+40 12.1834 0.36 Q | | | V|
20+45 12.1859 0.36 Q | | | V|
20+50 12.1883 0.35 Q | | | V|
20+55 12.1905 0.32 Q | | | V|
21+ 0 12.1925 0.29 Q | | | V|
21+ 5 12.1944 0.28 Q | | | V|
21+10 12.1966 0.31 Q | | | V|
21+15 12.1989 0.34 Q | | | V|
21+20 12.2012 0.34 Q | | | V|
21+25 12.2033 0.31 Q | | | V|
21+30 12.2053 0.28 Q | | | V|
21+35 12.2072 0.27 Q | | | V|
21+40 12.2092 0.30 Q | | | V|
21+45 12.2115 0.33 Q | | | V|
21+50 12.2138 0.34 Q | | | V|
21+55 12.2160 0.31 Q | | | V|
22+ 0 12.2179 0.28 Q | | | V|
22+ 5 12.2198 0.27 Q | | | V|
22+10 12.2218 0.30 Q | | | V|
22+15 12.2241 0.33 Q | | | V|
22+20 12.2264 0.34 Q | | | V|
F.2.l
Packet Pg. 775 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828EX10024100
22+25 12.2285 0.31 Q | | | V|
22+30 12.2305 0.28 Q | | | V|
22+35 12.2323 0.26 Q | | | V|
22+40 12.2341 0.26 Q | | | V|
22+45 12.2358 0.25 Q | | | V|
22+50 12.2376 0.25 Q | | | V|
22+55 12.2393 0.25 Q | | | V|
23+ 0 12.2410 0.25 Q | | | V|
23+ 5 12.2427 0.25 Q | | | V|
23+10 12.2444 0.25 Q | | | V|
23+15 12.2461 0.25 Q | | | V|
23+20 12.2478 0.25 Q | | | V|
23+25 12.2494 0.24 Q | | | V|
23+30 12.2511 0.24 Q | | | V|
23+35 12.2528 0.24 Q | | | V|
23+40 12.2545 0.24 Q | | | V|
23+45 12.2562 0.24 Q | | | V|
23+50 12.2578 0.24 Q | | | V|
23+55 12.2595 0.24 Q | | | V|
24+ 0 12.2612 0.24 Q | | | V|
24+ 5 12.2628 0.23 Q | | | V|
24+10 12.2639 0.16 Q | | | V|
24+15 12.2645 0.09 Q | | | V|
24+20 12.2649 0.06 Q | | | V|
24+25 12.2652 0.04 Q | | | V|
24+30 12.2654 0.03 Q | | | V|
24+35 12.2656 0.02 Q | | | V|
24+40 12.2657 0.02 Q | | | V|
24+45 12.2658 0.01 Q | | | V|
24+50 12.2659 0.01 Q | | | V|
24+55 12.2659 0.01 Q | | | V|
25+ 0 12.2660 0.01 Q | | | V|
25+ 5 12.2660 0.00 Q | | | V|
25+10 12.2660 0.00 Q | | | V|
25+15 12.2660 0.00 Q | | | V
-----------------------------------------------------------------------
F.2.l
Packet Pg. 776 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley F.2.l
Packet Pg. 777 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR212
U n i t H y d r o g r a p h A n a l y s i s
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2014, Version 9.0 Study date 07/31/20 File: 3828PR212.out
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method
RCFC & WCD Manual date - April 1978
Program License Serial Number 6400
--------------------------------------------------------------------- English (in-lb) Input Units Used
English Rainfall Data (Inches) Input Values Used
English Units used in output format
--------------------------------------------------------------------- TEI JOB 3828
OPTION 1 - HIGH CUBE
PROPOSED CONDITION 2-YEAR STORM EVENT
-------------------------------------------------------------------- Drainage Area = 67.10(Ac.) = 0.105 Sq. Mi.
Drainage Area for Depth-Area Areal Adjustment = 67.10(Ac.) = 0.105 Sq. Mi.
Length along longest watercourse = 3400.00(Ft.)
Length along longest watercourse measured to centroid = 1280.00(Ft.) Length along longest watercourse = 0.644 Mi.
Length along longest watercourse measured to centroid = 0.242 Mi.
Difference in elevation = 44.00(Ft.)
Slope along watercourse = 68.3294 Ft./Mi.
Average Manning's 'N' = 0.015
Lag time = 0.080 Hr.
Lag time = 4.78 Min.
25% of lag time = 1.19 Min.
40% of lag time = 1.91 Min.
Unit time = 5.00 Min.
Duration of storm = 1 Hour(s)
User Entered Base Flow = 0.00(CFS)
2 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 0.50 33.55
100 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 1.20 80.52
STORM EVENT (YEAR) = 2.00
Area Averaged 2-Year Rainfall = 0.500(In)
Area Averaged 100-Year Rainfall = 1.200(In)
Point rain (area averaged) = 0.500(In)
Areal adjustment factor = 99.94 %
Adjusted average point rain = 0.500(In)
Sub-Area Data:
Area(Ac.) Runoff Index Impervious %
67.100 56.00 0.900
Total Area Entered = 67.10(Ac.)
RI RI Infil. Rate Impervious Adj. Infil. Rate Area% F
AMC2 AMC-1 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr)
56.0 36.0 0.706 0.900 0.134 1.000 0.134
Sum (F) = 0.134
F.2.l
Packet Pg. 778 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR212
Area averaged mean soil loss (F) (In/Hr) = 0.134
Minimum soil loss rate ((In/Hr)) = 0.067
(for 24 hour storm duration)
Soil low loss rate (decimal) = 0.100
--------------------------------------------------------------------- Slope of intensity-duration curve for a 1 hour storm =0.5000 ---------------------------------------------------------------------- U n i t H y d r o g r a p h
VALLEY S-Curve
-------------------------------------------------------------------- Unit Hydrograph Data
--------------------------------------------------------------------- Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph % (CFS)
--------------------------------------------------------------------- 1 0.083 104.614 20.612 13.939
2 0.167 209.229 48.679 32.919
3 0.250 313.843 14.978 10.129
4 0.333 418.458 6.821 4.613
5 0.417 523.072 3.802 2.571
6 0.500 627.687 2.435 1.647
7 0.583 732.301 1.462 0.989
8 0.667 836.916 1.210 0.818
Sum = 100.000 Sum= 67.624
----------------------------------------------------------------------- The following loss rate calculations reflect use of the minimum calculated loss rate subtracted from the Storm Rain to produce the maximum Effective Rain value Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max | Low (In/Hr)
1 0.08 4.20 0.252 ( 0.134) 0.025 0.227
2 0.17 4.30 0.258 ( 0.134) 0.026 0.232
3 0.25 5.00 0.300 ( 0.134) 0.030 0.270
4 0.33 5.00 0.300 ( 0.134) 0.030 0.270
5 0.42 5.80 0.348 ( 0.134) 0.035 0.313
6 0.50 6.50 0.390 ( 0.134) 0.039 0.351
7 0.58 7.40 0.444 ( 0.134) 0.044 0.399
8 0.67 8.60 0.516 ( 0.134) 0.052 0.464
9 0.75 12.30 0.738 ( 0.134) 0.074 0.664
10 0.83 29.10 1.745 0.134 ( 0.174) 1.611
11 0.92 6.80 0.408 ( 0.134) 0.041 0.367
12 1.00 5.00 0.300 ( 0.134) 0.030 0.270
(Loss Rate Not Used)
Sum = 100.0 Sum = 5.4
Flood volume = Effective rainfall 0.45(In)
times area 67.1(Ac.)/[(In)/(Ft.)] = 2.5(Ac.Ft)
Total soil loss = 0.05(In)
Total soil loss = 0.261(Ac.Ft)
Total rainfall = 0.50(In)
Flood volume = 110360.3 Cubic Feet
Total soil loss = 11352.2 Cubic Feet
-------------------------------------------------------------------- Peak flow rate of this hydrograph = 69.176(CFS)
-------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 1 - H O U R S T O R M
R u n o f f H y d r o g r a p h
-------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS))
-------------------------------------------------------------------- Time(h+m) Volume Ac.Ft Q(CFS) 0 17.5 35.0 52.5 70.0
----------------------------------------------------------------------- 0+ 5 0.0218 3.16 VQ | | | |
0+10 0.0955 10.70 |V Q | | | |
0+15 0.1898 13.70 | V Q | | | |
0+20 0.3004 16.05 | V Q| | | |
0+25 0.4219 17.64 | V Q | | |
0+30 0.5607 20.15 | V |Q | | |
0+35 0.7180 22.84 | |V Q | | |
0+40 0.8983 26.18 | | Q | | |
0+45 1.1181 31.92 | | VQ | | |
0+50 1.4816 52.78 | | | V Q |
0+55 1.9580 69.18 | | | V Q|
F.2.l
Packet Pg. 779 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR212
1+ 0 2.2176 37.69 | | |Q | V |
1+ 5 2.3773 23.20 | | Q | | V |
1+10 2.4493 10.45 | Q | | | V |
1+15 2.4898 5.88 | Q | | | V|
1+20 2.5135 3.44 |Q | | | V|
1+25 2.5281 2.13 |Q | | | V|
1+30 2.5320 0.57 Q | | | V|
1+35 2.5335 0.22 Q | | | V
-----------------------------------------------------------------------
F.2.l
Packet Pg. 780 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR232
U n i t H y d r o g r a p h A n a l y s i s
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2014, Version 9.0 Study date 07/31/20 File: 3828PR232.out
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method
RCFC & WCD Manual date - April 1978
Program License Serial Number 6400
--------------------------------------------------------------------- English (in-lb) Input Units Used
English Rainfall Data (Inches) Input Values Used
English Units used in output format
--------------------------------------------------------------------- TEI JOB 3828
OPTION 1 - HIGH CUBE
PROPOSED CONDITION 2-YEAR STORM EVENT
-------------------------------------------------------------------- Drainage Area = 67.10(Ac.) = 0.105 Sq. Mi.
Drainage Area for Depth-Area Areal Adjustment = 67.10(Ac.) = 0.105 Sq. Mi.
Length along longest watercourse = 3400.00(Ft.)
Length along longest watercourse measured to centroid = 1280.00(Ft.) Length along longest watercourse = 0.644 Mi.
Length along longest watercourse measured to centroid = 0.242 Mi.
Difference in elevation = 44.00(Ft.)
Slope along watercourse = 68.3294 Ft./Mi.
Average Manning's 'N' = 0.015
Lag time = 0.080 Hr.
Lag time = 4.78 Min.
25% of lag time = 1.19 Min.
40% of lag time = 1.91 Min.
Unit time = 5.00 Min.
Duration of storm = 3 Hour(s)
User Entered Base Flow = 0.00(CFS)
2 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 0.80 53.68
100 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 1.86 124.81
STORM EVENT (YEAR) = 2.00
Area Averaged 2-Year Rainfall = 0.800(In)
Area Averaged 100-Year Rainfall = 1.860(In)
Point rain (area averaged) = 0.800(In)
Areal adjustment factor = 99.97 %
Adjusted average point rain = 0.800(In)
Sub-Area Data:
Area(Ac.) Runoff Index Impervious %
67.100 56.00 0.900
Total Area Entered = 67.10(Ac.)
RI RI Infil. Rate Impervious Adj. Infil. Rate Area% F
AMC2 AMC-1 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr)
56.0 36.0 0.706 0.900 0.134 1.000 0.134
Sum (F) = 0.134
F.2.l
Packet Pg. 781 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR232
Area averaged mean soil loss (F) (In/Hr) = 0.134
Minimum soil loss rate ((In/Hr)) = 0.067
(for 24 hour storm duration)
Soil low loss rate (decimal) = 0.100
--------------------------------------------------------------------- U n i t H y d r o g r a p h
VALLEY S-Curve
-------------------------------------------------------------------- Unit Hydrograph Data
--------------------------------------------------------------------- Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph % (CFS)
--------------------------------------------------------------------- 1 0.083 104.614 20.612 13.939
2 0.167 209.229 48.679 32.919
3 0.250 313.843 14.978 10.129
4 0.333 418.458 6.821 4.613
5 0.417 523.072 3.802 2.571
6 0.500 627.687 2.435 1.647
7 0.583 732.301 1.462 0.989
8 0.667 836.916 1.210 0.818
Sum = 100.000 Sum= 67.624
----------------------------------------------------------------------- The following loss rate calculations reflect use of the minimum calculated loss rate subtracted from the Storm Rain to produce the maximum Effective Rain value Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max | Low (In/Hr)
1 0.08 1.30 0.125 ( 0.134) 0.012 0.112
2 0.17 1.30 0.125 ( 0.134) 0.012 0.112
3 0.25 1.10 0.106 ( 0.134) 0.011 0.095
4 0.33 1.50 0.144 ( 0.134) 0.014 0.130
5 0.42 1.50 0.144 ( 0.134) 0.014 0.130
6 0.50 1.80 0.173 ( 0.134) 0.017 0.155
7 0.58 1.50 0.144 ( 0.134) 0.014 0.130
8 0.67 1.80 0.173 ( 0.134) 0.017 0.155
9 0.75 1.80 0.173 ( 0.134) 0.017 0.155
10 0.83 1.50 0.144 ( 0.134) 0.014 0.130
11 0.92 1.60 0.154 ( 0.134) 0.015 0.138
12 1.00 1.80 0.173 ( 0.134) 0.017 0.155
13 1.08 2.20 0.211 ( 0.134) 0.021 0.190
14 1.17 2.20 0.211 ( 0.134) 0.021 0.190
15 1.25 2.20 0.211 ( 0.134) 0.021 0.190
16 1.33 2.00 0.192 ( 0.134) 0.019 0.173
17 1.42 2.60 0.250 ( 0.134) 0.025 0.225
18 1.50 2.70 0.259 ( 0.134) 0.026 0.233
19 1.58 2.40 0.230 ( 0.134) 0.023 0.207
20 1.67 2.70 0.259 ( 0.134) 0.026 0.233
21 1.75 3.30 0.317 ( 0.134) 0.032 0.285
22 1.83 3.10 0.298 ( 0.134) 0.030 0.268
23 1.92 2.90 0.278 ( 0.134) 0.028 0.250
24 2.00 3.00 0.288 ( 0.134) 0.029 0.259
25 2.08 3.10 0.298 ( 0.134) 0.030 0.268
26 2.17 4.20 0.403 ( 0.134) 0.040 0.363
27 2.25 5.00 0.480 ( 0.134) 0.048 0.432
28 2.33 3.50 0.336 ( 0.134) 0.034 0.302
29 2.42 6.80 0.653 ( 0.134) 0.065 0.587
30 2.50 7.30 0.701 ( 0.134) 0.070 0.631
31 2.58 8.20 0.787 ( 0.134) 0.079 0.708
32 2.67 5.90 0.566 ( 0.134) 0.057 0.510
33 2.75 2.00 0.192 ( 0.134) 0.019 0.173
34 2.83 1.80 0.173 ( 0.134) 0.017 0.155
35 2.92 1.80 0.173 ( 0.134) 0.017 0.155
36 3.00 0.60 0.058 ( 0.134) 0.006 0.052
(Loss Rate Not Used)
Sum = 100.0 Sum = 8.6
Flood volume = Effective rainfall 0.72(In)
times area 67.1(Ac.)/[(In)/(Ft.)] = 4.0(Ac.Ft)
Total soil loss = 0.08(In)
Total soil loss = 0.447(Ac.Ft)
Total rainfall = 0.80(In)
Flood volume = 175321.1 Cubic Feet
Total soil loss = 19480.1 Cubic Feet
--------------------------------------------------------------------
F.2.l
Packet Pg. 782 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR232
Peak flow rate of this hydrograph = 41.603(CFS)
-------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 3 - H O U R S T O R M
R u n o f f H y d r o g r a p h
-------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS))
-------------------------------------------------------------------- Time(h+m) Volume Ac.Ft Q(CFS) 0 12.5 25.0 37.5 50.0
----------------------------------------------------------------------- 0+ 5 0.0108 1.57 VQ | | | |
0+10 0.0470 5.26 V Q | | | |
0+15 0.0895 6.16 V Q | | | |
0+20 0.1349 6.59 |V Q | | | |
0+25 0.1889 7.84 |V Q | | | |
0+30 0.2485 8.66 | V Q | | | |
0+35 0.3131 9.38 | V Q | | | |
0+40 0.3772 9.30 | V Q | | | |
0+45 0.4464 10.05 | V Q | | | |
0+50 0.5148 9.92 | V Q | | | |
0+55 0.5789 9.31 | V Q | | | |
1+ 0 0.6452 9.62 | VQ | | | |
1+ 5 0.7187 10.68 | VQ | | | |
1+10 0.8012 11.97 | V Q| | | |
1+15 0.8866 12.40 | VQ| | | |
1+20 0.9717 12.35 | Q| | | |
1+25 1.0585 12.61 | Q | | |
1+30 1.1573 14.35 | |Q | | |
1+35 1.2590 14.76 | |QV | | |
1+40 1.3594 14.58 | |Q V | | |
1+45 1.4699 16.04 | | Q V | | |
1+50 1.5920 17.74 | | QV | | |
1+55 1.7130 17.56 | | Q V | | |
2+ 0 1.8318 17.25 | | Q V | | |
2+ 5 1.9527 17.56 | | Q V| | |
2+10 2.0850 19.22 | | Q V | |
2+15 2.2465 23.44 | | Q | V | |
2+20 2.4181 24.93 | | Q| V | |
2+25 2.5957 25.78 | | Q V | |
2+30 2.8370 35.03 | | | Q | |
2+35 3.1137 40.18 | | | V Q |
2+40 3.4002 41.60 | | | | Q |
2+45 3.6207 32.01 | | | Q | V |
2+50 3.7552 19.53 | | Q | | V |
2+55 3.8591 15.08 | | Q | | V |
3+ 0 3.9403 11.80 | Q| | | V|
3+ 5 3.9851 6.50 | Q | | | V|
3+10 4.0058 3.01 | Q | | | V|
3+15 4.0161 1.48 |Q | | | V|
3+20 4.0208 0.68 Q | | | V|
3+25 4.0233 0.37 Q | | | V|
3+30 4.0245 0.18 Q | | | V|
3+35 4.0248 0.04 Q | | | V|
-----------------------------------------------------------------------
F.2.l
Packet Pg. 783 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR262
U n i t H y d r o g r a p h A n a l y s i s
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2014, Version 9.0 Study date 07/31/20 File: 3828PR262.out
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method
RCFC & WCD Manual date - April 1978
Program License Serial Number 6400
--------------------------------------------------------------------- English (in-lb) Input Units Used
English Rainfall Data (Inches) Input Values Used
English Units used in output format
--------------------------------------------------------------------- TEI JOB 3828
OPTION 1 - HIGH CUBE
PROPOSED CONDITION 2-YEAR STORM EVENT
-------------------------------------------------------------------- Drainage Area = 67.10(Ac.) = 0.105 Sq. Mi.
Drainage Area for Depth-Area Areal Adjustment = 67.10(Ac.) = 0.105 Sq. Mi.
Length along longest watercourse = 3400.00(Ft.)
Length along longest watercourse measured to centroid = 1280.00(Ft.) Length along longest watercourse = 0.644 Mi.
Length along longest watercourse measured to centroid = 0.242 Mi.
Difference in elevation = 44.00(Ft.)
Slope along watercourse = 68.3294 Ft./Mi.
Average Manning's 'N' = 0.015
Lag time = 0.080 Hr.
Lag time = 4.78 Min.
25% of lag time = 1.19 Min.
40% of lag time = 1.91 Min.
Unit time = 5.00 Min.
Duration of storm = 6 Hour(s)
User Entered Base Flow = 0.00(CFS)
2 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 1.15 77.16
100 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 2.50 167.75
STORM EVENT (YEAR) = 2.00
Area Averaged 2-Year Rainfall = 1.150(In)
Area Averaged 100-Year Rainfall = 2.500(In)
Point rain (area averaged) = 1.150(In)
Areal adjustment factor = 99.98 %
Adjusted average point rain = 1.150(In)
Sub-Area Data:
Area(Ac.) Runoff Index Impervious %
67.100 56.00 0.900
Total Area Entered = 67.10(Ac.)
RI RI Infil. Rate Impervious Adj. Infil. Rate Area% F
AMC2 AMC-1 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr)
56.0 36.0 0.706 0.900 0.134 1.000 0.134
Sum (F) = 0.134
F.2.l
Packet Pg. 784 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR262
Area averaged mean soil loss (F) (In/Hr) = 0.134
Minimum soil loss rate ((In/Hr)) = 0.067
(for 24 hour storm duration)
Soil low loss rate (decimal) = 0.100
--------------------------------------------------------------------- U n i t H y d r o g r a p h
VALLEY S-Curve
-------------------------------------------------------------------- Unit Hydrograph Data
--------------------------------------------------------------------- Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph % (CFS)
--------------------------------------------------------------------- 1 0.083 104.614 20.612 13.939
2 0.167 209.229 48.679 32.919
3 0.250 313.843 14.978 10.129
4 0.333 418.458 6.821 4.613
5 0.417 523.072 3.802 2.571
6 0.500 627.687 2.435 1.647
7 0.583 732.301 1.462 0.989
8 0.667 836.916 1.210 0.818
Sum = 100.000 Sum= 67.624
----------------------------------------------------------------------- The following loss rate calculations reflect use of the minimum calculated loss rate subtracted from the Storm Rain to produce the maximum Effective Rain value Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max | Low (In/Hr)
1 0.08 0.50 0.069 ( 0.134) 0.007 0.062
2 0.17 0.60 0.083 ( 0.134) 0.008 0.075
3 0.25 0.60 0.083 ( 0.134) 0.008 0.075
4 0.33 0.60 0.083 ( 0.134) 0.008 0.075
5 0.42 0.60 0.083 ( 0.134) 0.008 0.075
6 0.50 0.70 0.097 ( 0.134) 0.010 0.087
7 0.58 0.70 0.097 ( 0.134) 0.010 0.087
8 0.67 0.70 0.097 ( 0.134) 0.010 0.087
9 0.75 0.70 0.097 ( 0.134) 0.010 0.087
10 0.83 0.70 0.097 ( 0.134) 0.010 0.087
11 0.92 0.70 0.097 ( 0.134) 0.010 0.087
12 1.00 0.80 0.110 ( 0.134) 0.011 0.099
13 1.08 0.80 0.110 ( 0.134) 0.011 0.099
14 1.17 0.80 0.110 ( 0.134) 0.011 0.099
15 1.25 0.80 0.110 ( 0.134) 0.011 0.099
16 1.33 0.80 0.110 ( 0.134) 0.011 0.099
17 1.42 0.80 0.110 ( 0.134) 0.011 0.099
18 1.50 0.80 0.110 ( 0.134) 0.011 0.099
19 1.58 0.80 0.110 ( 0.134) 0.011 0.099
20 1.67 0.80 0.110 ( 0.134) 0.011 0.099
21 1.75 0.80 0.110 ( 0.134) 0.011 0.099
22 1.83 0.80 0.110 ( 0.134) 0.011 0.099
23 1.92 0.80 0.110 ( 0.134) 0.011 0.099
24 2.00 0.90 0.124 ( 0.134) 0.012 0.112
25 2.08 0.80 0.110 ( 0.134) 0.011 0.099
26 2.17 0.90 0.124 ( 0.134) 0.012 0.112
27 2.25 0.90 0.124 ( 0.134) 0.012 0.112
28 2.33 0.90 0.124 ( 0.134) 0.012 0.112
29 2.42 0.90 0.124 ( 0.134) 0.012 0.112
30 2.50 0.90 0.124 ( 0.134) 0.012 0.112
31 2.58 0.90 0.124 ( 0.134) 0.012 0.112
32 2.67 0.90 0.124 ( 0.134) 0.012 0.112
33 2.75 1.00 0.138 ( 0.134) 0.014 0.124
34 2.83 1.00 0.138 ( 0.134) 0.014 0.124
35 2.92 1.00 0.138 ( 0.134) 0.014 0.124
36 3.00 1.00 0.138 ( 0.134) 0.014 0.124
37 3.08 1.00 0.138 ( 0.134) 0.014 0.124
38 3.17 1.10 0.152 ( 0.134) 0.015 0.137
39 3.25 1.10 0.152 ( 0.134) 0.015 0.137
40 3.33 1.10 0.152 ( 0.134) 0.015 0.137
41 3.42 1.20 0.166 ( 0.134) 0.017 0.149
42 3.50 1.30 0.179 ( 0.134) 0.018 0.161
43 3.58 1.40 0.193 ( 0.134) 0.019 0.174
44 3.67 1.40 0.193 ( 0.134) 0.019 0.174
45 3.75 1.50 0.207 ( 0.134) 0.021 0.186
46 3.83 1.50 0.207 ( 0.134) 0.021 0.186
F.2.l
Packet Pg. 785 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR262
47 3.92 1.60 0.221 ( 0.134) 0.022 0.199
48 4.00 1.60 0.221 ( 0.134) 0.022 0.199
49 4.08 1.70 0.235 ( 0.134) 0.023 0.211
50 4.17 1.80 0.248 ( 0.134) 0.025 0.224
51 4.25 1.90 0.262 ( 0.134) 0.026 0.236
52 4.33 2.00 0.276 ( 0.134) 0.028 0.248
53 4.42 2.10 0.290 ( 0.134) 0.029 0.261
54 4.50 2.10 0.290 ( 0.134) 0.029 0.261
55 4.58 2.20 0.304 ( 0.134) 0.030 0.273
56 4.67 2.30 0.317 ( 0.134) 0.032 0.286
57 4.75 2.40 0.331 ( 0.134) 0.033 0.298
58 4.83 2.40 0.331 ( 0.134) 0.033 0.298
59 4.92 2.50 0.345 ( 0.134) 0.034 0.310
60 5.00 2.60 0.359 ( 0.134) 0.036 0.323
61 5.08 3.10 0.428 ( 0.134) 0.043 0.385
62 5.17 3.60 0.497 ( 0.134) 0.050 0.447
63 5.25 3.90 0.538 ( 0.134) 0.054 0.484
64 5.33 4.20 0.579 ( 0.134) 0.058 0.522
65 5.42 4.70 0.648 ( 0.134) 0.065 0.584
66 5.50 5.60 0.773 ( 0.134) 0.077 0.695
67 5.58 1.90 0.262 ( 0.134) 0.026 0.236
68 5.67 0.90 0.124 ( 0.134) 0.012 0.112
69 5.75 0.60 0.083 ( 0.134) 0.008 0.075
70 5.83 0.50 0.069 ( 0.134) 0.007 0.062
71 5.92 0.30 0.041 ( 0.134) 0.004 0.037
72 6.00 0.20 0.028 ( 0.134) 0.003 0.025
(Loss Rate Not Used)
Sum = 100.0 Sum = 12.4
Flood volume = Effective rainfall 1.03(In)
times area 67.1(Ac.)/[(In)/(Ft.)] = 5.8(Ac.Ft)
Total soil loss = 0.11(In)
Total soil loss = 0.643(Ac.Ft)
Total rainfall = 1.15(In)
Flood volume = 252039.9 Cubic Feet
Total soil loss = 28004.4 Cubic Feet
-------------------------------------------------------------------- Peak flow rate of this hydrograph = 38.797(CFS)
-------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6 - H O U R S T O R M
R u n o f f H y d r o g r a p h
-------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS))
-------------------------------------------------------------------- Time(h+m) Volume Ac.Ft Q(CFS) 0 10.0 20.0 30.0 40.0
----------------------------------------------------------------------- 0+ 5 0.0060 0.87 Q | | | |
0+10 0.0272 3.08 V Q | | | |
0+15 0.0556 4.12 V Q | | | |
0+20 0.0868 4.53 V Q | | | |
0+25 0.1195 4.75 V Q | | | |
0+30 0.1544 5.06 |V Q | | | |
0+35 0.1926 5.55 |V Q | | | |
0+40 0.2321 5.74 |V Q | | | |
0+45 0.2721 5.81 |V Q | | | |
0+50 0.3123 5.84 | V Q | | | |
0+55 0.3527 5.86 | V Q | | | |
1+ 0 0.3943 6.04 | V Q | | | |
1+ 5 0.4388 6.46 | V Q | | | |
1+10 0.4842 6.59 | V Q | | | |
1+15 0.5300 6.65 | V Q | | | |
1+20 0.5759 6.68 | V Q | | | |
1+25 0.6221 6.70 | V Q | | | |
1+30 0.6683 6.71 | V Q | | | |
1+35 0.7146 6.72 | V Q | | | |
1+40 0.7609 6.72 | VQ | | | |
1+45 0.8072 6.72 | VQ | | | |
1+50 0.8535 6.72 | VQ | | | |
1+55 0.8997 6.72 | Q | | | |
2+ 0 0.9472 6.89 | Q | | | |
2+ 5 0.9963 7.13 | VQ | | | |
2+10 1.0447 7.02 | Q | | | |
2+15 1.0954 7.36 | Q | | | |
2+20 1.1468 7.46 | Q | | | |
2+25 1.1985 7.51 | QV | | | |
2+30 1.2503 7.53 | QV | | | |
F.2.l
Packet Pg. 786 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR262
2+35 1.3023 7.55 | Q V| | | |
2+40 1.3543 7.55 | Q V| | | |
2+45 1.4076 7.73 | Q V| | | |
2+50 1.4637 8.14 | Q V | | |
2+55 1.5206 8.27 | Q V | | |
3+ 0 1.5780 8.33 | Q V | | |
3+ 5 1.6355 8.36 | Q |V | | |
3+10 1.6944 8.55 | Q |V | | |
3+15 1.7562 8.97 | Q | V | | |
3+20 1.8190 9.11 | Q| V | | |
3+25 1.8833 9.34 | Q| V | | |
3+30 1.9518 9.95 | Q| V | | |
3+35 2.0254 10.68 | Q V | | |
3+40 2.1031 11.29 | |Q V | | |
3+45 2.1836 11.69 | |Q V | | |
3+50 2.2677 12.20 | | Q V | | |
3+55 2.3542 12.57 | | Q V | | |
4+ 0 2.4443 13.08 | | Q V | | |
4+ 5 2.5368 13.43 | | Q V | | |
4+10 2.6339 14.10 | | Q V | | |
4+15 2.7362 14.85 | | Q V | | |
4+20 2.8439 15.65 | | Q V| | |
4+25 2.9573 16.46 | | Q V | |
4+30 3.0751 17.11 | | Q |V | |
4+35 3.1959 17.53 | | Q | V | |
4+40 3.3216 18.25 | | Q | V | |
4+45 3.4526 19.03 | | Q| V | |
4+50 3.5881 19.67 | | Q| V | |
4+55 3.7263 20.08 | | Q V | |
5+ 0 3.8694 20.78 | | Q V | |
5+ 5 4.0226 22.24 | | | Q V | |
5+10 4.1974 25.38 | | | Q V| |
5+15 4.3950 28.69 | | | Q V |
5+20 4.6113 31.41 | | | |Q |
5+25 4.8479 34.36 | | | | VQ |
5+30 5.1151 38.80 | | | | V Q |
5+35 5.3709 37.14 | | | | Q |
5+40 5.5222 21.97 | | |Q | V |
5+45 5.6154 13.53 | | Q | | V |
5+50 5.6787 9.20 | Q| | | V|
5+55 5.7241 6.59 | Q | | | V|
6+ 0 5.7544 4.39 | Q | | | V|
6+ 5 5.7727 2.66 | Q | | | V|
6+10 5.7796 1.01 |Q | | | V|
6+15 5.7829 0.48 Q | | | V|
6+20 5.7846 0.25 Q | | | V|
6+25 5.7855 0.13 Q | | | V|
6+30 5.7859 0.06 Q | | | V|
6+35 5.7860 0.02 Q | | | V
-----------------------------------------------------------------------
F.2.l
Packet Pg. 787 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR224
U n i t H y d r o g r a p h A n a l y s i s
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2014, Version 9.0 Study date 07/31/20 File: 3828PR2242.out
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method
RCFC & WCD Manual date - April 1978
Program License Serial Number 6400
--------------------------------------------------------------------- English (in-lb) Input Units Used
English Rainfall Data (Inches) Input Values Used
English Units used in output format
--------------------------------------------------------------------- TEI JOB 3828
OPTION 1 - HIGH CUBE
PROPOSED CONDITION 2-YEAR STORM EVENT
-------------------------------------------------------------------- Drainage Area = 67.10(Ac.) = 0.105 Sq. Mi.
Drainage Area for Depth-Area Areal Adjustment = 67.10(Ac.) = 0.105 Sq. Mi.
Length along longest watercourse = 3400.00(Ft.)
Length along longest watercourse measured to centroid = 1280.00(Ft.) Length along longest watercourse = 0.644 Mi.
Length along longest watercourse measured to centroid = 0.242 Mi.
Difference in elevation = 44.00(Ft.)
Slope along watercourse = 68.3294 Ft./Mi.
Average Manning's 'N' = 0.015
Lag time = 0.080 Hr.
Lag time = 4.78 Min.
25% of lag time = 1.19 Min.
40% of lag time = 1.91 Min.
Unit time = 5.00 Min.
Duration of storm = 24 Hour(s)
User Entered Base Flow = 0.00(CFS)
2 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 1.75 117.42
100 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 4.50 301.95
STORM EVENT (YEAR) = 2.00
Area Averaged 2-Year Rainfall = 1.750(In)
Area Averaged 100-Year Rainfall = 4.500(In)
Point rain (area averaged) = 1.750(In)
Areal adjustment factor = 99.99 %
Adjusted average point rain = 1.750(In)
Sub-Area Data:
Area(Ac.) Runoff Index Impervious %
67.100 56.00 0.900
Total Area Entered = 67.10(Ac.)
RI RI Infil. Rate Impervious Adj. Infil. Rate Area% F
AMC2 AMC-1 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr)
56.0 36.0 0.706 0.900 0.134 1.000 0.134
Sum (F) = 0.134
F.2.l
Packet Pg. 788 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR224
Area averaged mean soil loss (F) (In/Hr) = 0.134
Minimum soil loss rate ((In/Hr)) = 0.067
(for 24 hour storm duration)
Soil low loss rate (decimal) = 0.100
--------------------------------------------------------------------- U n i t H y d r o g r a p h
VALLEY S-Curve
-------------------------------------------------------------------- Unit Hydrograph Data
--------------------------------------------------------------------- Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph % (CFS)
--------------------------------------------------------------------- 1 0.083 104.614 20.612 13.939
2 0.167 209.229 48.679 32.919
3 0.250 313.843 14.978 10.129
4 0.333 418.458 6.821 4.613
5 0.417 523.072 3.802 2.571
6 0.500 627.687 2.435 1.647
7 0.583 732.301 1.462 0.989
8 0.667 836.916 1.210 0.818
Sum = 100.000 Sum= 67.624
----------------------------------------------------------------------- The following loss rate calculations reflect use of the minimum calculated loss rate subtracted from the Storm Rain to produce the maximum Effective Rain value Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max | Low (In/Hr)
1 0.08 0.07 0.014 ( 0.238) 0.001 0.013
2 0.17 0.07 0.014 ( 0.237) 0.001 0.013
3 0.25 0.07 0.014 ( 0.236) 0.001 0.013
4 0.33 0.10 0.021 ( 0.235) 0.002 0.019
5 0.42 0.10 0.021 ( 0.234) 0.002 0.019
6 0.50 0.10 0.021 ( 0.233) 0.002 0.019
7 0.58 0.10 0.021 ( 0.232) 0.002 0.019
8 0.67 0.10 0.021 ( 0.231) 0.002 0.019
9 0.75 0.10 0.021 ( 0.230) 0.002 0.019
10 0.83 0.13 0.028 ( 0.230) 0.003 0.025
11 0.92 0.13 0.028 ( 0.229) 0.003 0.025
12 1.00 0.13 0.028 ( 0.228) 0.003 0.025
13 1.08 0.10 0.021 ( 0.227) 0.002 0.019
14 1.17 0.10 0.021 ( 0.226) 0.002 0.019
15 1.25 0.10 0.021 ( 0.225) 0.002 0.019
16 1.33 0.10 0.021 ( 0.224) 0.002 0.019
17 1.42 0.10 0.021 ( 0.223) 0.002 0.019
18 1.50 0.10 0.021 ( 0.222) 0.002 0.019
19 1.58 0.10 0.021 ( 0.222) 0.002 0.019
20 1.67 0.10 0.021 ( 0.221) 0.002 0.019
21 1.75 0.10 0.021 ( 0.220) 0.002 0.019
22 1.83 0.13 0.028 ( 0.219) 0.003 0.025
23 1.92 0.13 0.028 ( 0.218) 0.003 0.025
24 2.00 0.13 0.028 ( 0.217) 0.003 0.025
25 2.08 0.13 0.028 ( 0.216) 0.003 0.025
26 2.17 0.13 0.028 ( 0.215) 0.003 0.025
27 2.25 0.13 0.028 ( 0.214) 0.003 0.025
28 2.33 0.13 0.028 ( 0.214) 0.003 0.025
29 2.42 0.13 0.028 ( 0.213) 0.003 0.025
30 2.50 0.13 0.028 ( 0.212) 0.003 0.025
31 2.58 0.17 0.035 ( 0.211) 0.003 0.031
32 2.67 0.17 0.035 ( 0.210) 0.003 0.031
33 2.75 0.17 0.035 ( 0.209) 0.003 0.031
34 2.83 0.17 0.035 ( 0.208) 0.003 0.031
35 2.92 0.17 0.035 ( 0.208) 0.003 0.031
36 3.00 0.17 0.035 ( 0.207) 0.003 0.031
37 3.08 0.17 0.035 ( 0.206) 0.003 0.031
38 3.17 0.17 0.035 ( 0.205) 0.003 0.031
39 3.25 0.17 0.035 ( 0.204) 0.003 0.031
40 3.33 0.17 0.035 ( 0.203) 0.003 0.031
41 3.42 0.17 0.035 ( 0.202) 0.003 0.031
42 3.50 0.17 0.035 ( 0.202) 0.003 0.031
43 3.58 0.17 0.035 ( 0.201) 0.003 0.031
44 3.67 0.17 0.035 ( 0.200) 0.003 0.031
45 3.75 0.17 0.035 ( 0.199) 0.003 0.031
46 3.83 0.20 0.042 ( 0.198) 0.004 0.038
F.2.l
Packet Pg. 789 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR224
47 3.92 0.20 0.042 ( 0.197) 0.004 0.038
48 4.00 0.20 0.042 ( 0.197) 0.004 0.038
49 4.08 0.20 0.042 ( 0.196) 0.004 0.038
50 4.17 0.20 0.042 ( 0.195) 0.004 0.038
51 4.25 0.20 0.042 ( 0.194) 0.004 0.038
52 4.33 0.23 0.049 ( 0.193) 0.005 0.044
53 4.42 0.23 0.049 ( 0.192) 0.005 0.044
54 4.50 0.23 0.049 ( 0.192) 0.005 0.044
55 4.58 0.23 0.049 ( 0.191) 0.005 0.044
56 4.67 0.23 0.049 ( 0.190) 0.005 0.044
57 4.75 0.23 0.049 ( 0.189) 0.005 0.044
58 4.83 0.27 0.056 ( 0.188) 0.006 0.050
59 4.92 0.27 0.056 ( 0.187) 0.006 0.050
60 5.00 0.27 0.056 ( 0.187) 0.006 0.050
61 5.08 0.20 0.042 ( 0.186) 0.004 0.038
62 5.17 0.20 0.042 ( 0.185) 0.004 0.038
63 5.25 0.20 0.042 ( 0.184) 0.004 0.038
64 5.33 0.23 0.049 ( 0.183) 0.005 0.044
65 5.42 0.23 0.049 ( 0.183) 0.005 0.044
66 5.50 0.23 0.049 ( 0.182) 0.005 0.044
67 5.58 0.27 0.056 ( 0.181) 0.006 0.050
68 5.67 0.27 0.056 ( 0.180) 0.006 0.050
69 5.75 0.27 0.056 ( 0.179) 0.006 0.050
70 5.83 0.27 0.056 ( 0.179) 0.006 0.050
71 5.92 0.27 0.056 ( 0.178) 0.006 0.050
72 6.00 0.27 0.056 ( 0.177) 0.006 0.050
73 6.08 0.30 0.063 ( 0.176) 0.006 0.057
74 6.17 0.30 0.063 ( 0.175) 0.006 0.057
75 6.25 0.30 0.063 ( 0.175) 0.006 0.057
76 6.33 0.30 0.063 ( 0.174) 0.006 0.057
77 6.42 0.30 0.063 ( 0.173) 0.006 0.057
78 6.50 0.30 0.063 ( 0.172) 0.006 0.057
79 6.58 0.33 0.070 ( 0.172) 0.007 0.063
80 6.67 0.33 0.070 ( 0.171) 0.007 0.063
81 6.75 0.33 0.070 ( 0.170) 0.007 0.063
82 6.83 0.33 0.070 ( 0.169) 0.007 0.063
83 6.92 0.33 0.070 ( 0.169) 0.007 0.063
84 7.00 0.33 0.070 ( 0.168) 0.007 0.063
85 7.08 0.33 0.070 ( 0.167) 0.007 0.063
86 7.17 0.33 0.070 ( 0.166) 0.007 0.063
87 7.25 0.33 0.070 ( 0.165) 0.007 0.063
88 7.33 0.37 0.077 ( 0.165) 0.008 0.069
89 7.42 0.37 0.077 ( 0.164) 0.008 0.069
90 7.50 0.37 0.077 ( 0.163) 0.008 0.069
91 7.58 0.40 0.084 ( 0.162) 0.008 0.076
92 7.67 0.40 0.084 ( 0.162) 0.008 0.076
93 7.75 0.40 0.084 ( 0.161) 0.008 0.076
94 7.83 0.43 0.091 ( 0.160) 0.009 0.082
95 7.92 0.43 0.091 ( 0.159) 0.009 0.082
96 8.00 0.43 0.091 ( 0.159) 0.009 0.082
97 8.08 0.50 0.105 ( 0.158) 0.010 0.094
98 8.17 0.50 0.105 ( 0.157) 0.010 0.094
99 8.25 0.50 0.105 ( 0.157) 0.010 0.094
100 8.33 0.50 0.105 ( 0.156) 0.010 0.094
101 8.42 0.50 0.105 ( 0.155) 0.010 0.094
102 8.50 0.50 0.105 ( 0.154) 0.010 0.094
103 8.58 0.53 0.112 ( 0.154) 0.011 0.101
104 8.67 0.53 0.112 ( 0.153) 0.011 0.101
105 8.75 0.53 0.112 ( 0.152) 0.011 0.101
106 8.83 0.57 0.119 ( 0.151) 0.012 0.107
107 8.92 0.57 0.119 ( 0.151) 0.012 0.107
108 9.00 0.57 0.119 ( 0.150) 0.012 0.107
109 9.08 0.63 0.133 ( 0.149) 0.013 0.120
110 9.17 0.63 0.133 ( 0.149) 0.013 0.120
111 9.25 0.63 0.133 ( 0.148) 0.013 0.120
112 9.33 0.67 0.140 ( 0.147) 0.014 0.126
113 9.42 0.67 0.140 ( 0.147) 0.014 0.126
114 9.50 0.67 0.140 ( 0.146) 0.014 0.126
115 9.58 0.70 0.147 ( 0.145) 0.015 0.132
116 9.67 0.70 0.147 ( 0.144) 0.015 0.132
117 9.75 0.70 0.147 ( 0.144) 0.015 0.132
118 9.83 0.73 0.154 ( 0.143) 0.015 0.139
119 9.92 0.73 0.154 ( 0.142) 0.015 0.139
120 10.00 0.73 0.154 ( 0.142) 0.015 0.139
121 10.08 0.50 0.105 ( 0.141) 0.010 0.094
122 10.17 0.50 0.105 ( 0.140) 0.010 0.094
123 10.25 0.50 0.105 ( 0.140) 0.010 0.094
F.2.l
Packet Pg. 790 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR224
124 10.33 0.50 0.105 ( 0.139) 0.010 0.094
125 10.42 0.50 0.105 ( 0.138) 0.010 0.094
126 10.50 0.50 0.105 ( 0.138) 0.010 0.094
127 10.58 0.67 0.140 ( 0.137) 0.014 0.126
128 10.67 0.67 0.140 ( 0.136) 0.014 0.126
129 10.75 0.67 0.140 ( 0.136) 0.014 0.126
130 10.83 0.67 0.140 ( 0.135) 0.014 0.126
131 10.92 0.67 0.140 ( 0.134) 0.014 0.126
132 11.00 0.67 0.140 ( 0.134) 0.014 0.126
133 11.08 0.63 0.133 ( 0.133) 0.013 0.120
134 11.17 0.63 0.133 ( 0.132) 0.013 0.120
135 11.25 0.63 0.133 ( 0.132) 0.013 0.120
136 11.33 0.63 0.133 ( 0.131) 0.013 0.120
137 11.42 0.63 0.133 ( 0.130) 0.013 0.120
138 11.50 0.63 0.133 ( 0.130) 0.013 0.120
139 11.58 0.57 0.119 ( 0.129) 0.012 0.107
140 11.67 0.57 0.119 ( 0.128) 0.012 0.107
141 11.75 0.57 0.119 ( 0.128) 0.012 0.107
142 11.83 0.60 0.126 ( 0.127) 0.013 0.113
143 11.92 0.60 0.126 ( 0.126) 0.013 0.113
144 12.00 0.60 0.126 ( 0.126) 0.013 0.113
145 12.08 0.83 0.175 ( 0.125) 0.017 0.157
146 12.17 0.83 0.175 ( 0.125) 0.017 0.157
147 12.25 0.83 0.175 ( 0.124) 0.017 0.157
148 12.33 0.87 0.182 ( 0.123) 0.018 0.164
149 12.42 0.87 0.182 ( 0.123) 0.018 0.164
150 12.50 0.87 0.182 ( 0.122) 0.018 0.164
151 12.58 0.93 0.196 ( 0.121) 0.020 0.176
152 12.67 0.93 0.196 ( 0.121) 0.020 0.176
153 12.75 0.93 0.196 ( 0.120) 0.020 0.176
154 12.83 0.97 0.203 ( 0.120) 0.020 0.183
155 12.92 0.97 0.203 ( 0.119) 0.020 0.183
156 13.00 0.97 0.203 ( 0.118) 0.020 0.183
157 13.08 1.13 0.238 ( 0.118) 0.024 0.214
158 13.17 1.13 0.238 ( 0.117) 0.024 0.214
159 13.25 1.13 0.238 ( 0.117) 0.024 0.214
160 13.33 1.13 0.238 ( 0.116) 0.024 0.214
161 13.42 1.13 0.238 ( 0.115) 0.024 0.214
162 13.50 1.13 0.238 ( 0.115) 0.024 0.214
163 13.58 0.77 0.161 ( 0.114) 0.016 0.145
164 13.67 0.77 0.161 ( 0.114) 0.016 0.145
165 13.75 0.77 0.161 ( 0.113) 0.016 0.145
166 13.83 0.77 0.161 ( 0.113) 0.016 0.145
167 13.92 0.77 0.161 ( 0.112) 0.016 0.145
168 14.00 0.77 0.161 ( 0.111) 0.016 0.145
169 14.08 0.90 0.189 ( 0.111) 0.019 0.170
170 14.17 0.90 0.189 ( 0.110) 0.019 0.170
171 14.25 0.90 0.189 ( 0.110) 0.019 0.170
172 14.33 0.87 0.182 ( 0.109) 0.018 0.164
173 14.42 0.87 0.182 ( 0.109) 0.018 0.164
174 14.50 0.87 0.182 ( 0.108) 0.018 0.164
175 14.58 0.87 0.182 ( 0.107) 0.018 0.164
176 14.67 0.87 0.182 ( 0.107) 0.018 0.164
177 14.75 0.87 0.182 ( 0.106) 0.018 0.164
178 14.83 0.83 0.175 ( 0.106) 0.017 0.157
179 14.92 0.83 0.175 ( 0.105) 0.017 0.157
180 15.00 0.83 0.175 ( 0.105) 0.017 0.157
181 15.08 0.80 0.168 ( 0.104) 0.017 0.151
182 15.17 0.80 0.168 ( 0.104) 0.017 0.151
183 15.25 0.80 0.168 ( 0.103) 0.017 0.151
184 15.33 0.77 0.161 ( 0.103) 0.016 0.145
185 15.42 0.77 0.161 ( 0.102) 0.016 0.145
186 15.50 0.77 0.161 ( 0.102) 0.016 0.145
187 15.58 0.63 0.133 ( 0.101) 0.013 0.120
188 15.67 0.63 0.133 ( 0.101) 0.013 0.120
189 15.75 0.63 0.133 ( 0.100) 0.013 0.120
190 15.83 0.63 0.133 ( 0.100) 0.013 0.120
191 15.92 0.63 0.133 ( 0.099) 0.013 0.120
192 16.00 0.63 0.133 ( 0.099) 0.013 0.120
193 16.08 0.13 0.028 ( 0.098) 0.003 0.025
194 16.17 0.13 0.028 ( 0.098) 0.003 0.025
195 16.25 0.13 0.028 ( 0.097) 0.003 0.025
196 16.33 0.13 0.028 ( 0.097) 0.003 0.025
197 16.42 0.13 0.028 ( 0.096) 0.003 0.025
198 16.50 0.13 0.028 ( 0.096) 0.003 0.025
199 16.58 0.10 0.021 ( 0.095) 0.002 0.019
200 16.67 0.10 0.021 ( 0.095) 0.002 0.019
F.2.l
Packet Pg. 791 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR224
201 16.75 0.10 0.021 ( 0.094) 0.002 0.019
202 16.83 0.10 0.021 ( 0.094) 0.002 0.019
203 16.92 0.10 0.021 ( 0.093) 0.002 0.019
204 17.00 0.10 0.021 ( 0.093) 0.002 0.019
205 17.08 0.17 0.035 ( 0.092) 0.003 0.031
206 17.17 0.17 0.035 ( 0.092) 0.003 0.031
207 17.25 0.17 0.035 ( 0.091) 0.003 0.031
208 17.33 0.17 0.035 ( 0.091) 0.003 0.031
209 17.42 0.17 0.035 ( 0.090) 0.003 0.031
210 17.50 0.17 0.035 ( 0.090) 0.003 0.031
211 17.58 0.17 0.035 ( 0.089) 0.003 0.031
212 17.67 0.17 0.035 ( 0.089) 0.003 0.031
213 17.75 0.17 0.035 ( 0.089) 0.003 0.031
214 17.83 0.13 0.028 ( 0.088) 0.003 0.025
215 17.92 0.13 0.028 ( 0.088) 0.003 0.025
216 18.00 0.13 0.028 ( 0.087) 0.003 0.025
217 18.08 0.13 0.028 ( 0.087) 0.003 0.025
218 18.17 0.13 0.028 ( 0.086) 0.003 0.025
219 18.25 0.13 0.028 ( 0.086) 0.003 0.025
220 18.33 0.13 0.028 ( 0.086) 0.003 0.025
221 18.42 0.13 0.028 ( 0.085) 0.003 0.025
222 18.50 0.13 0.028 ( 0.085) 0.003 0.025
223 18.58 0.10 0.021 ( 0.084) 0.002 0.019
224 18.67 0.10 0.021 ( 0.084) 0.002 0.019
225 18.75 0.10 0.021 ( 0.084) 0.002 0.019
226 18.83 0.07 0.014 ( 0.083) 0.001 0.013
227 18.92 0.07 0.014 ( 0.083) 0.001 0.013
228 19.00 0.07 0.014 ( 0.082) 0.001 0.013
229 19.08 0.10 0.021 ( 0.082) 0.002 0.019
230 19.17 0.10 0.021 ( 0.082) 0.002 0.019
231 19.25 0.10 0.021 ( 0.081) 0.002 0.019
232 19.33 0.13 0.028 ( 0.081) 0.003 0.025
233 19.42 0.13 0.028 ( 0.080) 0.003 0.025
234 19.50 0.13 0.028 ( 0.080) 0.003 0.025
235 19.58 0.10 0.021 ( 0.080) 0.002 0.019
236 19.67 0.10 0.021 ( 0.079) 0.002 0.019
237 19.75 0.10 0.021 ( 0.079) 0.002 0.019
238 19.83 0.07 0.014 ( 0.079) 0.001 0.013
239 19.92 0.07 0.014 ( 0.078) 0.001 0.013
240 20.00 0.07 0.014 ( 0.078) 0.001 0.013
241 20.08 0.10 0.021 ( 0.078) 0.002 0.019
242 20.17 0.10 0.021 ( 0.077) 0.002 0.019
243 20.25 0.10 0.021 ( 0.077) 0.002 0.019
244 20.33 0.10 0.021 ( 0.077) 0.002 0.019
245 20.42 0.10 0.021 ( 0.076) 0.002 0.019
246 20.50 0.10 0.021 ( 0.076) 0.002 0.019
247 20.58 0.10 0.021 ( 0.076) 0.002 0.019
248 20.67 0.10 0.021 ( 0.075) 0.002 0.019
249 20.75 0.10 0.021 ( 0.075) 0.002 0.019
250 20.83 0.07 0.014 ( 0.075) 0.001 0.013
251 20.92 0.07 0.014 ( 0.074) 0.001 0.013
252 21.00 0.07 0.014 ( 0.074) 0.001 0.013
253 21.08 0.10 0.021 ( 0.074) 0.002 0.019
254 21.17 0.10 0.021 ( 0.073) 0.002 0.019
255 21.25 0.10 0.021 ( 0.073) 0.002 0.019
256 21.33 0.07 0.014 ( 0.073) 0.001 0.013
257 21.42 0.07 0.014 ( 0.073) 0.001 0.013
258 21.50 0.07 0.014 ( 0.072) 0.001 0.013
259 21.58 0.10 0.021 ( 0.072) 0.002 0.019
260 21.67 0.10 0.021 ( 0.072) 0.002 0.019
261 21.75 0.10 0.021 ( 0.072) 0.002 0.019
262 21.83 0.07 0.014 ( 0.071) 0.001 0.013
263 21.92 0.07 0.014 ( 0.071) 0.001 0.013
264 22.00 0.07 0.014 ( 0.071) 0.001 0.013
265 22.08 0.10 0.021 ( 0.071) 0.002 0.019
266 22.17 0.10 0.021 ( 0.070) 0.002 0.019
267 22.25 0.10 0.021 ( 0.070) 0.002 0.019
268 22.33 0.07 0.014 ( 0.070) 0.001 0.013
269 22.42 0.07 0.014 ( 0.070) 0.001 0.013
270 22.50 0.07 0.014 ( 0.069) 0.001 0.013
271 22.58 0.07 0.014 ( 0.069) 0.001 0.013
272 22.67 0.07 0.014 ( 0.069) 0.001 0.013
273 22.75 0.07 0.014 ( 0.069) 0.001 0.013
274 22.83 0.07 0.014 ( 0.069) 0.001 0.013
275 22.92 0.07 0.014 ( 0.069) 0.001 0.013
276 23.00 0.07 0.014 ( 0.068) 0.001 0.013
277 23.08 0.07 0.014 ( 0.068) 0.001 0.013
F.2.l
Packet Pg. 792 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR224
278 23.17 0.07 0.014 ( 0.068) 0.001 0.013
279 23.25 0.07 0.014 ( 0.068) 0.001 0.013
280 23.33 0.07 0.014 ( 0.068) 0.001 0.013
281 23.42 0.07 0.014 ( 0.068) 0.001 0.013
282 23.50 0.07 0.014 ( 0.068) 0.001 0.013
283 23.58 0.07 0.014 ( 0.067) 0.001 0.013
284 23.67 0.07 0.014 ( 0.067) 0.001 0.013
285 23.75 0.07 0.014 ( 0.067) 0.001 0.013
286 23.83 0.07 0.014 ( 0.067) 0.001 0.013
287 23.92 0.07 0.014 ( 0.067) 0.001 0.013
288 24.00 0.07 0.014 ( 0.067) 0.001 0.013
(Loss Rate Not Used)
Sum = 100.0 Sum = 18.9
Flood volume = Effective rainfall 1.57(In)
times area 67.1(Ac.)/[(In)/(Ft.)] = 8.8(Ac.Ft)
Total soil loss = 0.17(In)
Total soil loss = 0.978(Ac.Ft)
Total rainfall = 1.75(In)
Flood volume = 383577.2 Cubic Feet
Total soil loss = 42619.7 Cubic Feet
-------------------------------------------------------------------- Peak flow rate of this hydrograph = 14.434(CFS)
-------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 24 - H O U R S T O R M
R u n o f f H y d r o g r a p h
-------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS))
-------------------------------------------------------------------- Time(h+m) Volume Ac.Ft Q(CFS) 0 5.0 10.0 15.0 20.0
----------------------------------------------------------------------- 0+ 5 0.0012 0.18 Q | | | |
0+10 0.0053 0.59 VQ | | | |
0+15 0.0102 0.72 VQ | | | |
0+20 0.0162 0.86 VQ | | | |
0+25 0.0238 1.10 V Q | | | |
0+30 0.0320 1.19 V Q | | | |
0+35 0.0404 1.23 V Q | | | |
0+40 0.0491 1.26 V Q | | | |
0+45 0.0578 1.27 V Q | | | |
0+50 0.0672 1.36 V Q | | | |
0+55 0.0780 1.57 V Q | | | |
1+ 0 0.0893 1.64 V Q | | | |
1+ 5 0.1002 1.58 V Q | | | |
1+10 0.1098 1.39 V Q | | | |
1+15 0.1189 1.33 V Q | | | |
1+20 0.1280 1.31 V Q | | | |
1+25 0.1369 1.30 V Q | | | |
1+30 0.1458 1.29 V Q | | | |
1+35 0.1547 1.28 V Q | | | |
1+40 0.1635 1.28 V Q | | | |
1+45 0.1723 1.28 V Q | | | |
1+50 0.1817 1.37 V Q | | | |
1+55 0.1925 1.57 V Q | | | |
2+ 0 0.2038 1.64 V Q | | | |
2+ 5 0.2153 1.67 V Q | | | |
2+10 0.2269 1.68 |V Q | | | |
2+15 0.2385 1.69 |V Q | | | |
2+20 0.2502 1.70 |V Q | | | |
2+25 0.2620 1.70 |V Q | | | |
2+30 0.2737 1.70 |V Q | | | |
2+35 0.2861 1.79 |V Q | | | |
2+40 0.2998 2.00 |V Q | | | |
2+45 0.3140 2.06 |V Q | | | |
2+50 0.3285 2.09 |V Q | | | |
2+55 0.3430 2.11 |V Q | | | |
3+ 0 0.3576 2.12 |V Q | | | |
3+ 5 0.3722 2.13 |V Q | | | |
3+10 0.3869 2.13 |V Q | | | |
3+15 0.4016 2.13 |V Q | | | |
3+20 0.4163 2.13 |V Q | | | |
3+25 0.4309 2.13 |V Q | | | |
3+30 0.4456 2.13 | V Q | | | |
3+35 0.4603 2.13 | V Q | | | |
3+40 0.4750 2.13 | V Q | | | |
3+45 0.4896 2.13 | V Q | | | |
F.2.l
Packet Pg. 793 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR224
3+50 0.5049 2.22 | V Q | | | |
3+55 0.5216 2.43 | V Q | | | |
4+ 0 0.5388 2.49 | V Q | | | |
4+ 5 0.5561 2.52 | V Q | | | |
4+10 0.5736 2.54 | V Q | | | |
4+15 0.5911 2.55 | V Q | | | |
4+20 0.6093 2.64 | V Q | | | |
4+25 0.6290 2.85 | V Q | | | |
4+30 0.6490 2.92 | V Q | | | |
4+35 0.6693 2.95 | V Q | | | |
4+40 0.6897 2.96 | V Q | | | |
4+45 0.7102 2.97 | V Q | | | |
4+50 0.7313 3.07 | V Q | | | |
4+55 0.7539 3.28 | V Q | | | |
5+ 0 0.7769 3.34 | V Q | | | |
5+ 5 0.7989 3.20 | V Q | | | |
5+10 0.8182 2.80 | V Q | | | |
5+15 0.8366 2.68 | V Q | | | |
5+20 0.8553 2.72 | V Q | | | |
5+25 0.8753 2.90 | V Q | | | |
5+30 0.8955 2.94 | VQ | | | |
5+35 0.9165 3.04 | V Q | | | |
5+40 0.9389 3.26 | V Q | | | |
5+45 0.9619 3.33 | V Q | | | |
5+50 0.9850 3.37 | V Q | | | |
5+55 1.0084 3.39 | V Q | | | |
6+ 0 1.0318 3.40 | V Q | | | |
6+ 5 1.0558 3.49 | V Q | | | |
6+10 1.0813 3.70 | V Q | | | |
6+15 1.1073 3.77 | V Q | | | |
6+20 1.1335 3.80 | V Q | | | |
6+25 1.1597 3.81 | V Q | | | |
6+30 1.1861 3.82 | V Q | | | |
6+35 1.2130 3.92 | V Q | | | |
6+40 1.2415 4.13 | V Q | | | |
6+45 1.2704 4.19 | V Q | | | |
6+50 1.2995 4.22 | V Q | | | |
6+55 1.3287 4.24 | V Q | | | |
7+ 0 1.3580 4.25 | V Q | | | |
7+ 5 1.3873 4.26 | V Q | | | |
7+10 1.4166 4.26 | V Q | | | |
7+15 1.4460 4.26 | V Q | | | |
7+20 1.4759 4.35 | V Q | | | |
7+25 1.5073 4.56 | V Q| | | |
7+30 1.5392 4.62 | V Q| | | |
7+35 1.5718 4.74 | V Q| | | |
7+40 1.6060 4.96 | V Q| | | |
7+45 1.6406 5.04 | V Q | | |
7+50 1.6762 5.16 | V Q | | |
7+55 1.7133 5.39 | V Q | | |
8+ 0 1.7509 5.46 | V Q | | |
8+ 5 1.7900 5.67 | V |Q | | |
8+10 1.8320 6.11 | V | Q | | |
8+15 1.8751 6.25 | V | Q | | |
8+20 1.9185 6.31 | V | Q | | |
8+25 1.9623 6.35 | V | Q | | |
8+30 2.0061 6.37 | V| Q | | |
8+35 2.0507 6.47 | V| Q | | |
8+40 2.0968 6.69 | V| Q | | |
8+45 2.1433 6.75 | V| Q | | |
8+50 2.1906 6.87 | V| Q | | |
8+55 2.2394 7.09 | V Q | | |
9+ 0 2.2888 7.17 | V Q | | |
9+ 5 2.3396 7.38 | V Q | | |
9+10 2.3934 7.81 | V Q | | |
9+15 2.4482 7.95 | |V Q | | |
9+20 2.5040 8.10 | |V Q | | |
9+25 2.5615 8.35 | |V Q | | |
9+30 2.6196 8.43 | |V Q | | |
9+35 2.6786 8.56 | | V Q | | |
9+40 2.7391 8.80 | | V Q | | |
9+45 2.8002 8.87 | | V Q | | |
9+50 2.8622 8.99 | | V Q | | |
9+55 2.9257 9.22 | | V Q | | |
10+ 0 2.9898 9.30 | | V Q | | |
10+ 5 3.0498 8.72 | | V Q | | |
10+10 3.1000 7.29 | | Q | | |
F.2.l
Packet Pg. 794 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR224
10+15 3.1472 6.85 | | QV | | |
10+20 3.1930 6.65 | | QV | | |
10+25 3.2381 6.55 | | QV | | |
10+30 3.2826 6.47 | | Q V | | |
10+35 3.3299 6.87 | | Q V | | |
10+40 3.3841 7.87 | | Q | | |
10+45 3.4405 8.19 | | VQ | | |
10+50 3.4979 8.33 | | VQ | | |
10+55 3.5559 8.42 | | Q | | |
11+ 0 3.6142 8.47 | | Q | | |
11+ 5 3.6721 8.41 | | Q | | |
11+10 3.7288 8.23 | | Q | | |
11+15 3.7850 8.16 | | QV | | |
11+20 3.8411 8.14 | | QV | | |
11+25 3.8970 8.12 | | QV | | |
11+30 3.9528 8.11 | | QV | | |
11+35 4.0074 7.93 | | Q V | | |
11+40 4.0591 7.51 | | Q V | | |
11+45 4.1099 7.38 | | Q V | | |
11+50 4.1610 7.41 | | Q V | | |
11+55 4.2132 7.58 | | Q V| | |
12+ 0 4.2657 7.63 | | Q V| | |
12+ 5 4.3226 8.26 | | Q V| | |
12+10 4.3895 9.72 | | Q| | |
12+15 4.4596 10.17 | | Q | |
12+20 4.5317 10.47 | | Q | |
12+25 4.6061 10.80 | | VQ | |
12+30 4.6814 10.93 | | |Q | |
12+35 4.7584 11.18 | | |VQ | |
12+40 4.8387 11.65 | | |V Q | |
12+45 4.9198 11.79 | | | VQ | |
12+50 5.0021 11.94 | | | VQ | |
12+55 5.0860 12.19 | | | VQ | |
13+ 0 5.1705 12.27 | | | VQ | |
13+ 5 5.2583 12.75 | | | V Q | |
13+10 5.3535 13.81 | | | V Q | |
13+15 5.4509 14.14 | | | V Q | |
13+20 5.5493 14.30 | | | V Q | |
13+25 5.6484 14.38 | | | V Q | |
13+30 5.7478 14.43 | | | V Q | |
13+35 5.8407 13.50 | | | Q | |
13+40 5.9182 11.24 | | | Q V | |
13+45 5.9908 10.54 | | |Q V | |
13+50 6.0611 10.22 | | Q V | |
13+55 6.1303 10.04 | | Q V | |
14+ 0 6.1987 9.93 | | Q| V | |
14+ 5 6.2690 10.21 | | Q V | |
14+10 6.3446 10.98 | | |Q V | |
14+15 6.4220 11.24 | | | Q V| |
14+20 6.4996 11.27 | | | Q V| |
14+25 6.5763 11.12 | | | Q V| |
14+30 6.6527 11.10 | | | Q V |
14+35 6.7292 11.10 | | | Q V |
14+40 6.8056 11.10 | | | Q V |
14+45 6.8820 11.09 | | | Q |V |
14+50 6.9578 11.00 | | |Q |V |
14+55 7.0321 10.79 | | |Q |V |
15+ 0 7.1059 10.72 | | |Q | V |
15+ 5 7.1789 10.61 | | |Q | V |
15+10 7.2504 10.38 | | Q | V |
15+15 7.3214 10.31 | | Q | V |
15+20 7.3916 10.18 | | Q | V |
15+25 7.4601 9.96 | | Q| | V |
15+30 7.5282 9.88 | | Q| | V |
15+35 7.5936 9.49 | | Q | | V |
15+40 7.6531 8.64 | | Q | | V |
15+45 7.7108 8.38 | | Q | | V |
15+50 7.7676 8.25 | | Q | | V |
15+55 7.8240 8.18 | | Q | | V |
16+ 0 7.8801 8.14 | | Q | | V |
16+ 5 7.9269 6.80 | | Q | | V |
16+10 7.9522 3.67 | Q | | | V |
16+15 7.9708 2.71 | Q | | | V |
16+20 7.9865 2.27 | Q | | | V |
16+25 8.0005 2.03 | Q | | | V |
16+30 8.0134 1.88 | Q | | | V |
16+35 8.0251 1.69 | Q | | | V |
F.2.l
Packet Pg. 795 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR224
16+40 8.0348 1.41 | Q | | | V |
16+45 8.0441 1.35 | Q | | | V |
16+50 8.0531 1.32 | Q | | | V |
16+55 8.0621 1.30 | Q | | | V |
17+ 0 8.0710 1.29 | Q | | | V |
17+ 5 8.0810 1.46 | Q | | | V |
17+10 8.0939 1.87 | Q | | | V |
17+15 8.1076 2.00 | Q | | | V |
17+20 8.1218 2.06 | Q | | | V |
17+25 8.1362 2.09 | Q | | | V |
17+30 8.1507 2.11 | Q | | | V |
17+35 8.1653 2.12 | Q | | | V |
17+40 8.1800 2.13 | Q | | | V |
17+45 8.1946 2.13 | Q | | | V |
17+50 8.2087 2.04 | Q | | | V |
17+55 8.2214 1.84 | Q | | | V |
18+ 0 8.2336 1.77 | Q | | | V |
18+ 5 8.2456 1.74 | Q | | | V |
18+10 8.2575 1.73 | Q | | | V |
18+15 8.2693 1.72 | Q | | | V |
18+20 8.2810 1.71 | Q | | | V |
18+25 8.2928 1.70 | Q | | | V |
18+30 8.3045 1.70 | Q | | | V |
18+35 8.3157 1.62 | Q | | | V |
18+40 8.3254 1.41 | Q | | | V |
18+45 8.3346 1.35 | Q | | | V |
18+50 8.3431 1.23 | Q | | | V |
18+55 8.3500 1.01 | Q | | | V |
19+ 0 8.3564 0.93 |Q | | | V |
19+ 5 8.3632 0.98 |Q | | | V |
19+10 8.3713 1.17 | Q | | | V |
19+15 8.3797 1.22 | Q | | | V |
19+20 8.3889 1.33 | Q | | | V |
19+25 8.3996 1.55 | Q | | | V |
19+30 8.4108 1.63 | Q | | | V |
19+35 8.4216 1.57 | Q | | | V |
19+40 8.4312 1.39 | Q | | | V |
19+45 8.4403 1.33 | Q | | | V |
19+50 8.4488 1.22 | Q | | | V |
19+55 8.4557 1.01 | Q | | | V |
20+ 0 8.4621 0.93 |Q | | | V |
20+ 5 8.4689 0.98 |Q | | | V |
20+10 8.4769 1.17 | Q | | | V |
20+15 8.4854 1.22 | Q | | | V |
20+20 8.4939 1.25 | Q | | | V |
20+25 8.5026 1.26 | Q | | | V |
20+30 8.5113 1.27 | Q | | | V |
20+35 8.5201 1.27 | Q | | | V |
20+40 8.5289 1.28 | Q | | | V |
20+45 8.5377 1.28 | Q | | | V |
20+50 8.5459 1.19 | Q | | | V |
20+55 8.5527 0.98 |Q | | | V |
21+ 0 8.5590 0.92 |Q | | | V |
21+ 5 8.5657 0.98 |Q | | | V |
21+10 8.5738 1.17 | Q | | | V |
21+15 8.5822 1.22 | Q | | | V |
21+20 8.5902 1.16 | Q | | | V|
21+25 8.5968 0.96 |Q | | | V|
21+30 8.6031 0.91 |Q | | | V|
21+35 8.6098 0.97 |Q | | | V|
21+40 8.6178 1.17 | Q | | | V|
21+45 8.6262 1.22 | Q | | | V|
21+50 8.6342 1.16 | Q | | | V|
21+55 8.6408 0.96 |Q | | | V|
22+ 0 8.6471 0.91 |Q | | | V|
22+ 5 8.6538 0.97 |Q | | | V|
22+10 8.6619 1.17 | Q | | | V|
22+15 8.6703 1.22 | Q | | | V|
22+20 8.6782 1.16 | Q | | | V|
22+25 8.6849 0.96 |Q | | | V|
22+30 8.6911 0.91 |Q | | | V|
22+35 8.6972 0.89 |Q | | | V|
22+40 8.7032 0.87 |Q | | | V|
22+45 8.7092 0.86 |Q | | | V|
22+50 8.7151 0.86 |Q | | | V|
22+55 8.7210 0.85 |Q | | | V|
23+ 0 8.7268 0.85 |Q | | | V|
F.2.l
Packet Pg. 796 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR224
23+ 5 8.7327 0.85 |Q | | | V|
23+10 8.7386 0.85 |Q | | | V|
23+15 8.7444 0.85 |Q | | | V|
23+20 8.7503 0.85 |Q | | | V|
23+25 8.7562 0.85 |Q | | | V|
23+30 8.7621 0.85 |Q | | | V|
23+35 8.7679 0.85 |Q | | | V|
23+40 8.7738 0.85 |Q | | | V|
23+45 8.7797 0.85 |Q | | | V|
23+50 8.7855 0.85 |Q | | | V|
23+55 8.7914 0.85 |Q | | | V|
24+ 0 8.7973 0.85 |Q | | | V|
24+ 5 8.8019 0.68 |Q | | | V|
24+10 8.8037 0.26 Q | | | V|
24+15 8.8047 0.13 Q | | | V|
24+20 8.8052 0.08 Q | | | V|
24+25 8.8055 0.04 Q | | | V|
24+30 8.8056 0.02 Q | | | V|
24+35 8.8057 0.01 Q | | | V
-----------------------------------------------------------------------
F.2.l
Packet Pg. 797 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR515
U n i t H y d r o g r a p h A n a l y s i s
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2014, Version 9.0 Study date 07/31/20 File: 3828PR515.out
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method
RCFC & WCD Manual date - April 1978
Program License Serial Number 6400
--------------------------------------------------------------------- English (in-lb) Input Units Used
English Rainfall Data (Inches) Input Values Used
English Units used in output format
--------------------------------------------------------------------- TEI JOB 3828
OPTION 1 - HIGH CUBE
PROPOSED CONDITION 5-YEAR STORM EVENT
-------------------------------------------------------------------- Drainage Area = 67.10(Ac.) = 0.105 Sq. Mi.
Drainage Area for Depth-Area Areal Adjustment = 67.10(Ac.) = 0.105 Sq. Mi.
Length along longest watercourse = 3400.00(Ft.)
Length along longest watercourse measured to centroid = 1280.00(Ft.) Length along longest watercourse = 0.644 Mi.
Length along longest watercourse measured to centroid = 0.242 Mi.
Difference in elevation = 44.00(Ft.)
Slope along watercourse = 68.3294 Ft./Mi.
Average Manning's 'N' = 0.015
Lag time = 0.080 Hr.
Lag time = 4.78 Min.
25% of lag time = 1.19 Min.
40% of lag time = 1.91 Min.
Unit time = 5.00 Min.
Duration of storm = 1 Hour(s)
User Entered Base Flow = 0.00(CFS)
2 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 0.50 33.55
100 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 1.20 80.52
STORM EVENT (YEAR) = 5.00
Area Averaged 2-Year Rainfall = 0.500(In)
Area Averaged 100-Year Rainfall = 1.200(In)
Point rain (area averaged) = 0.664(In)
Areal adjustment factor = 99.94 %
Adjusted average point rain = 0.664(In)
Sub-Area Data:
Area(Ac.) Runoff Index Impervious %
67.100 56.00 0.900
Total Area Entered = 67.10(Ac.)
RI RI Infil. Rate Impervious Adj. Infil. Rate Area% F
AMC2 AMC-1 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr)
56.0 36.0 0.706 0.900 0.134 1.000 0.134
Sum (F) = 0.134
F.2.l
Packet Pg. 798 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR515
Area averaged mean soil loss (F) (In/Hr) = 0.134
Minimum soil loss rate ((In/Hr)) = 0.067
(for 24 hour storm duration)
Soil low loss rate (decimal) = 0.100
--------------------------------------------------------------------- Slope of intensity-duration curve for a 1 hour storm =0.5000 ---------------------------------------------------------------------- U n i t H y d r o g r a p h
VALLEY S-Curve
-------------------------------------------------------------------- Unit Hydrograph Data
--------------------------------------------------------------------- Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph % (CFS)
--------------------------------------------------------------------- 1 0.083 104.614 20.612 13.939
2 0.167 209.229 48.679 32.919
3 0.250 313.843 14.978 10.129
4 0.333 418.458 6.821 4.613
5 0.417 523.072 3.802 2.571
6 0.500 627.687 2.435 1.647
7 0.583 732.301 1.462 0.989
8 0.667 836.916 1.210 0.818
Sum = 100.000 Sum= 67.624
----------------------------------------------------------------------- The following loss rate calculations reflect use of the minimum calculated loss rate subtracted from the Storm Rain to produce the maximum Effective Rain value Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max | Low (In/Hr)
1 0.08 4.20 0.334 ( 0.134) 0.033 0.301
2 0.17 4.30 0.342 ( 0.134) 0.034 0.308
3 0.25 5.00 0.398 ( 0.134) 0.040 0.358
4 0.33 5.00 0.398 ( 0.134) 0.040 0.358
5 0.42 5.80 0.462 ( 0.134) 0.046 0.416
6 0.50 6.50 0.518 ( 0.134) 0.052 0.466
7 0.58 7.40 0.589 ( 0.134) 0.059 0.530
8 0.67 8.60 0.685 ( 0.134) 0.068 0.616
9 0.75 12.30 0.979 ( 0.134) 0.098 0.881
10 0.83 29.10 2.317 0.134 ( 0.232) 2.183
11 0.92 6.80 0.541 ( 0.134) 0.054 0.487
12 1.00 5.00 0.398 ( 0.134) 0.040 0.358
(Loss Rate Not Used)
Sum = 100.0 Sum = 7.3
Flood volume = Effective rainfall 0.61(In)
times area 67.1(Ac.)/[(In)/(Ft.)] = 3.4(Ac.Ft)
Total soil loss = 0.06(In)
Total soil loss = 0.326(Ac.Ft)
Total rainfall = 0.66(In)
Flood volume = 147441.8 Cubic Feet
Total soil loss = 14181.9 Cubic Feet
-------------------------------------------------------------------- Peak flow rate of this hydrograph = 93.308(CFS)
-------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 1 - H O U R S T O R M
R u n o f f H y d r o g r a p h
-------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS))
-------------------------------------------------------------------- Time(h+m) Volume Ac.Ft Q(CFS) 0 25.0 50.0 75.0 100.0
----------------------------------------------------------------------- 0+ 5 0.0289 4.20 VQ | | | |
0+10 0.1268 14.21 |V Q | | | |
0+15 0.2521 18.20 | V Q | | | |
0+20 0.3989 21.31 | V Q | | | |
0+25 0.5602 23.43 | V Q| | | |
0+30 0.7445 26.76 | V Q | | |
0+35 0.9534 30.33 | |VQ | | |
0+40 1.1928 34.76 | | QV | | |
0+45 1.4847 42.38 | | QV | | |
0+50 1.9716 70.70 | | | V Q | |
0+55 2.6142 93.31 | | | V Q |
F.2.l
Packet Pg. 799 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR515
1+ 0 2.9620 50.50 | | Q | V |
1+ 5 3.1755 31.00 | | Q | | V |
1+10 3.2719 13.99 | Q | | | V |
1+15 3.3262 7.88 | Q | | | V|
1+20 3.3579 4.61 |Q | | | V|
1+25 3.3776 2.86 |Q | | | V|
1+30 3.3828 0.75 Q | | | V|
1+35 3.3848 0.29 Q | | | V
-----------------------------------------------------------------------
F.2.l
Packet Pg. 800 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR535
U n i t H y d r o g r a p h A n a l y s i s
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2014, Version 9.0 Study date 07/31/20 File: 3828PR535.out
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method
RCFC & WCD Manual date - April 1978
Program License Serial Number 6400
--------------------------------------------------------------------- English (in-lb) Input Units Used
English Rainfall Data (Inches) Input Values Used
English Units used in output format
--------------------------------------------------------------------- TEI JOB 3828
OPTION 1 - HIGH CUBE
PROPOSED CONDITION 5-YEAR STORM EVENT
-------------------------------------------------------------------- Drainage Area = 67.10(Ac.) = 0.105 Sq. Mi.
Drainage Area for Depth-Area Areal Adjustment = 67.10(Ac.) = 0.105 Sq. Mi.
Length along longest watercourse = 3400.00(Ft.)
Length along longest watercourse measured to centroid = 1280.00(Ft.) Length along longest watercourse = 0.644 Mi.
Length along longest watercourse measured to centroid = 0.242 Mi.
Difference in elevation = 44.00(Ft.)
Slope along watercourse = 68.3294 Ft./Mi.
Average Manning's 'N' = 0.015
Lag time = 0.080 Hr.
Lag time = 4.78 Min.
25% of lag time = 1.19 Min.
40% of lag time = 1.91 Min.
Unit time = 5.00 Min.
Duration of storm = 3 Hour(s)
User Entered Base Flow = 0.00(CFS)
2 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 0.80 53.68
100 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 1.86 124.81
STORM EVENT (YEAR) = 5.00
Area Averaged 2-Year Rainfall = 0.800(In)
Area Averaged 100-Year Rainfall = 1.860(In)
Point rain (area averaged) = 1.048(In)
Areal adjustment factor = 99.97 %
Adjusted average point rain = 1.048(In)
Sub-Area Data:
Area(Ac.) Runoff Index Impervious %
67.100 56.00 0.900
Total Area Entered = 67.10(Ac.)
RI RI Infil. Rate Impervious Adj. Infil. Rate Area% F
AMC2 AMC-1 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr)
56.0 36.0 0.706 0.900 0.134 1.000 0.134
Sum (F) = 0.134
F.2.l
Packet Pg. 801 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR535
Area averaged mean soil loss (F) (In/Hr) = 0.134
Minimum soil loss rate ((In/Hr)) = 0.067
(for 24 hour storm duration)
Soil low loss rate (decimal) = 0.100
--------------------------------------------------------------------- U n i t H y d r o g r a p h
VALLEY S-Curve
-------------------------------------------------------------------- Unit Hydrograph Data
--------------------------------------------------------------------- Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph % (CFS)
--------------------------------------------------------------------- 1 0.083 104.614 20.612 13.939
2 0.167 209.229 48.679 32.919
3 0.250 313.843 14.978 10.129
4 0.333 418.458 6.821 4.613
5 0.417 523.072 3.802 2.571
6 0.500 627.687 2.435 1.647
7 0.583 732.301 1.462 0.989
8 0.667 836.916 1.210 0.818
Sum = 100.000 Sum= 67.624
----------------------------------------------------------------------- The following loss rate calculations reflect use of the minimum calculated loss rate subtracted from the Storm Rain to produce the maximum Effective Rain value Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max | Low (In/Hr)
1 0.08 1.30 0.163 ( 0.134) 0.016 0.147
2 0.17 1.30 0.163 ( 0.134) 0.016 0.147
3 0.25 1.10 0.138 ( 0.134) 0.014 0.124
4 0.33 1.50 0.189 ( 0.134) 0.019 0.170
5 0.42 1.50 0.189 ( 0.134) 0.019 0.170
6 0.50 1.80 0.226 ( 0.134) 0.023 0.204
7 0.58 1.50 0.189 ( 0.134) 0.019 0.170
8 0.67 1.80 0.226 ( 0.134) 0.023 0.204
9 0.75 1.80 0.226 ( 0.134) 0.023 0.204
10 0.83 1.50 0.189 ( 0.134) 0.019 0.170
11 0.92 1.60 0.201 ( 0.134) 0.020 0.181
12 1.00 1.80 0.226 ( 0.134) 0.023 0.204
13 1.08 2.20 0.277 ( 0.134) 0.028 0.249
14 1.17 2.20 0.277 ( 0.134) 0.028 0.249
15 1.25 2.20 0.277 ( 0.134) 0.028 0.249
16 1.33 2.00 0.252 ( 0.134) 0.025 0.226
17 1.42 2.60 0.327 ( 0.134) 0.033 0.294
18 1.50 2.70 0.340 ( 0.134) 0.034 0.306
19 1.58 2.40 0.302 ( 0.134) 0.030 0.272
20 1.67 2.70 0.340 ( 0.134) 0.034 0.306
21 1.75 3.30 0.415 ( 0.134) 0.041 0.373
22 1.83 3.10 0.390 ( 0.134) 0.039 0.351
23 1.92 2.90 0.365 ( 0.134) 0.036 0.328
24 2.00 3.00 0.377 ( 0.134) 0.038 0.340
25 2.08 3.10 0.390 ( 0.134) 0.039 0.351
26 2.17 4.20 0.528 ( 0.134) 0.053 0.475
27 2.25 5.00 0.629 ( 0.134) 0.063 0.566
28 2.33 3.50 0.440 ( 0.134) 0.044 0.396
29 2.42 6.80 0.855 ( 0.134) 0.086 0.770
30 2.50 7.30 0.918 ( 0.134) 0.092 0.826
31 2.58 8.20 1.031 ( 0.134) 0.103 0.928
32 2.67 5.90 0.742 ( 0.134) 0.074 0.668
33 2.75 2.00 0.252 ( 0.134) 0.025 0.226
34 2.83 1.80 0.226 ( 0.134) 0.023 0.204
35 2.92 1.80 0.226 ( 0.134) 0.023 0.204
36 3.00 0.60 0.075 ( 0.134) 0.008 0.068
(Loss Rate Not Used)
Sum = 100.0 Sum = 11.3
Flood volume = Effective rainfall 0.94(In)
times area 67.1(Ac.)/[(In)/(Ft.)] = 5.3(Ac.Ft)
Total soil loss = 0.10(In)
Total soil loss = 0.586(Ac.Ft)
Total rainfall = 1.05(In)
Flood volume = 229731.5 Cubic Feet
Total soil loss = 25525.7 Cubic Feet
--------------------------------------------------------------------
F.2.l
Packet Pg. 802 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR535
Peak flow rate of this hydrograph = 54.514(CFS)
-------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 3 - H O U R S T O R M
R u n o f f H y d r o g r a p h
-------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS))
-------------------------------------------------------------------- Time(h+m) Volume Ac.Ft Q(CFS) 0 15.0 30.0 45.0 60.0
----------------------------------------------------------------------- 0+ 5 0.0141 2.05 VQ | | | |
0+10 0.0616 6.90 V Q | | | |
0+15 0.1172 8.07 V Q | | | |
0+20 0.1767 8.64 |V Q | | | |
0+25 0.2475 10.28 |V Q | | | |
0+30 0.3257 11.35 | V Q | | | |
0+35 0.4103 12.29 | V Q | | | |
0+40 0.4943 12.19 | V Q | | | |
0+45 0.5850 13.17 | V Q | | | |
0+50 0.6745 13.00 | V Q | | | |
0+55 0.7585 12.20 | V Q | | | |
1+ 0 0.8454 12.61 | V Q | | | |
1+ 5 0.9418 14.00 | V Q| | | |
1+10 1.0498 15.69 | V Q | | |
1+15 1.1617 16.25 | V Q | | |
1+20 1.2732 16.19 | VQ | | |
1+25 1.3870 16.53 | VQ | | |
1+30 1.5165 18.80 | |VQ | | |
1+35 1.6497 19.34 | | Q | | |
1+40 1.7813 19.11 | | QV | | |
1+45 1.9260 21.02 | | Q | | |
1+50 2.0861 23.24 | | Q | | |
1+55 2.2446 23.01 | | Q V | | |
2+ 0 2.4002 22.60 | | Q V | | |
2+ 5 2.5587 23.00 | | Q V| | |
2+10 2.7321 25.18 | | Q V | |
2+15 2.9436 30.71 | | Q V | |
2+20 3.1686 32.67 | | |Q V | |
2+25 3.4013 33.78 | | | Q V | |
2+30 3.7174 45.90 | | | V Q |
2+35 4.0800 52.65 | | | V Q |
2+40 4.4554 54.51 | | | | V Q |
2+45 4.7444 41.95 | | | Q | V |
2+50 4.9206 25.60 | | Q | | V |
2+55 5.0567 19.76 | | Q | | V |
3+ 0 5.1632 15.46 | Q | | V|
3+ 5 5.2219 8.52 | Q | | | V|
3+10 5.2490 3.95 | Q | | | V|
3+15 5.2624 1.94 |Q | | | V|
3+20 5.2686 0.90 Q | | | V|
3+25 5.2719 0.48 Q | | | V|
3+30 5.2735 0.23 Q | | | V|
3+35 5.2739 0.06 Q | | | V
-----------------------------------------------------------------------
F.2.l
Packet Pg. 803 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR565
U n i t H y d r o g r a p h A n a l y s i s
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2014, Version 9.0 Study date 07/31/20 File: 3828PR565.out
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method
RCFC & WCD Manual date - April 1978
Program License Serial Number 6400
--------------------------------------------------------------------- English (in-lb) Input Units Used
English Rainfall Data (Inches) Input Values Used
English Units used in output format
--------------------------------------------------------------------- TEI JOB 3828
OPTION 1 - HIGH CUBE
PROPOSED CONDITION 5-YEAR STORM EVENT
-------------------------------------------------------------------- Drainage Area = 67.10(Ac.) = 0.105 Sq. Mi.
Drainage Area for Depth-Area Areal Adjustment = 67.10(Ac.) = 0.105 Sq. Mi.
Length along longest watercourse = 3400.00(Ft.)
Length along longest watercourse measured to centroid = 1280.00(Ft.) Length along longest watercourse = 0.644 Mi.
Length along longest watercourse measured to centroid = 0.242 Mi.
Difference in elevation = 44.00(Ft.)
Slope along watercourse = 68.3294 Ft./Mi.
Average Manning's 'N' = 0.015
Lag time = 0.080 Hr.
Lag time = 4.78 Min.
25% of lag time = 1.19 Min.
40% of lag time = 1.91 Min.
Unit time = 5.00 Min.
Duration of storm = 6 Hour(s)
User Entered Base Flow = 0.00(CFS)
2 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 1.15 77.16
100 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 2.50 167.75
STORM EVENT (YEAR) = 5.00
Area Averaged 2-Year Rainfall = 1.150(In)
Area Averaged 100-Year Rainfall = 2.500(In)
Point rain (area averaged) = 1.466(In)
Areal adjustment factor = 99.98 %
Adjusted average point rain = 1.466(In)
Sub-Area Data:
Area(Ac.) Runoff Index Impervious %
67.100 56.00 0.900
Total Area Entered = 67.10(Ac.)
RI RI Infil. Rate Impervious Adj. Infil. Rate Area% F
AMC2 AMC-1 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr)
56.0 36.0 0.706 0.900 0.134 1.000 0.134
Sum (F) = 0.134
F.2.l
Packet Pg. 804 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR565
Area averaged mean soil loss (F) (In/Hr) = 0.134
Minimum soil loss rate ((In/Hr)) = 0.067
(for 24 hour storm duration)
Soil low loss rate (decimal) = 0.100
--------------------------------------------------------------------- U n i t H y d r o g r a p h
VALLEY S-Curve
-------------------------------------------------------------------- Unit Hydrograph Data
--------------------------------------------------------------------- Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph % (CFS)
--------------------------------------------------------------------- 1 0.083 104.614 20.612 13.939
2 0.167 209.229 48.679 32.919
3 0.250 313.843 14.978 10.129
4 0.333 418.458 6.821 4.613
5 0.417 523.072 3.802 2.571
6 0.500 627.687 2.435 1.647
7 0.583 732.301 1.462 0.989
8 0.667 836.916 1.210 0.818
Sum = 100.000 Sum= 67.624
----------------------------------------------------------------------- The following loss rate calculations reflect use of the minimum calculated loss rate subtracted from the Storm Rain to produce the maximum Effective Rain value Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max | Low (In/Hr)
1 0.08 0.50 0.088 ( 0.134) 0.009 0.079
2 0.17 0.60 0.106 ( 0.134) 0.011 0.095
3 0.25 0.60 0.106 ( 0.134) 0.011 0.095
4 0.33 0.60 0.106 ( 0.134) 0.011 0.095
5 0.42 0.60 0.106 ( 0.134) 0.011 0.095
6 0.50 0.70 0.123 ( 0.134) 0.012 0.111
7 0.58 0.70 0.123 ( 0.134) 0.012 0.111
8 0.67 0.70 0.123 ( 0.134) 0.012 0.111
9 0.75 0.70 0.123 ( 0.134) 0.012 0.111
10 0.83 0.70 0.123 ( 0.134) 0.012 0.111
11 0.92 0.70 0.123 ( 0.134) 0.012 0.111
12 1.00 0.80 0.141 ( 0.134) 0.014 0.127
13 1.08 0.80 0.141 ( 0.134) 0.014 0.127
14 1.17 0.80 0.141 ( 0.134) 0.014 0.127
15 1.25 0.80 0.141 ( 0.134) 0.014 0.127
16 1.33 0.80 0.141 ( 0.134) 0.014 0.127
17 1.42 0.80 0.141 ( 0.134) 0.014 0.127
18 1.50 0.80 0.141 ( 0.134) 0.014 0.127
19 1.58 0.80 0.141 ( 0.134) 0.014 0.127
20 1.67 0.80 0.141 ( 0.134) 0.014 0.127
21 1.75 0.80 0.141 ( 0.134) 0.014 0.127
22 1.83 0.80 0.141 ( 0.134) 0.014 0.127
23 1.92 0.80 0.141 ( 0.134) 0.014 0.127
24 2.00 0.90 0.158 ( 0.134) 0.016 0.142
25 2.08 0.80 0.141 ( 0.134) 0.014 0.127
26 2.17 0.90 0.158 ( 0.134) 0.016 0.142
27 2.25 0.90 0.158 ( 0.134) 0.016 0.142
28 2.33 0.90 0.158 ( 0.134) 0.016 0.142
29 2.42 0.90 0.158 ( 0.134) 0.016 0.142
30 2.50 0.90 0.158 ( 0.134) 0.016 0.142
31 2.58 0.90 0.158 ( 0.134) 0.016 0.142
32 2.67 0.90 0.158 ( 0.134) 0.016 0.142
33 2.75 1.00 0.176 ( 0.134) 0.018 0.158
34 2.83 1.00 0.176 ( 0.134) 0.018 0.158
35 2.92 1.00 0.176 ( 0.134) 0.018 0.158
36 3.00 1.00 0.176 ( 0.134) 0.018 0.158
37 3.08 1.00 0.176 ( 0.134) 0.018 0.158
38 3.17 1.10 0.193 ( 0.134) 0.019 0.174
39 3.25 1.10 0.193 ( 0.134) 0.019 0.174
40 3.33 1.10 0.193 ( 0.134) 0.019 0.174
41 3.42 1.20 0.211 ( 0.134) 0.021 0.190
42 3.50 1.30 0.229 ( 0.134) 0.023 0.206
43 3.58 1.40 0.246 ( 0.134) 0.025 0.222
44 3.67 1.40 0.246 ( 0.134) 0.025 0.222
45 3.75 1.50 0.264 ( 0.134) 0.026 0.237
46 3.83 1.50 0.264 ( 0.134) 0.026 0.237
F.2.l
Packet Pg. 805 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR565
47 3.92 1.60 0.281 ( 0.134) 0.028 0.253
48 4.00 1.60 0.281 ( 0.134) 0.028 0.253
49 4.08 1.70 0.299 ( 0.134) 0.030 0.269
50 4.17 1.80 0.317 ( 0.134) 0.032 0.285
51 4.25 1.90 0.334 ( 0.134) 0.033 0.301
52 4.33 2.00 0.352 ( 0.134) 0.035 0.317
53 4.42 2.10 0.369 ( 0.134) 0.037 0.332
54 4.50 2.10 0.369 ( 0.134) 0.037 0.332
55 4.58 2.20 0.387 ( 0.134) 0.039 0.348
56 4.67 2.30 0.405 ( 0.134) 0.040 0.364
57 4.75 2.40 0.422 ( 0.134) 0.042 0.380
58 4.83 2.40 0.422 ( 0.134) 0.042 0.380
59 4.92 2.50 0.440 ( 0.134) 0.044 0.396
60 5.00 2.60 0.457 ( 0.134) 0.046 0.412
61 5.08 3.10 0.545 ( 0.134) 0.055 0.491
62 5.17 3.60 0.633 ( 0.134) 0.063 0.570
63 5.25 3.90 0.686 ( 0.134) 0.069 0.617
64 5.33 4.20 0.739 ( 0.134) 0.074 0.665
65 5.42 4.70 0.827 ( 0.134) 0.083 0.744
66 5.50 5.60 0.985 ( 0.134) 0.099 0.887
67 5.58 1.90 0.334 ( 0.134) 0.033 0.301
68 5.67 0.90 0.158 ( 0.134) 0.016 0.142
69 5.75 0.60 0.106 ( 0.134) 0.011 0.095
70 5.83 0.50 0.088 ( 0.134) 0.009 0.079
71 5.92 0.30 0.053 ( 0.134) 0.005 0.047
72 6.00 0.20 0.035 ( 0.134) 0.004 0.032
(Loss Rate Not Used)
Sum = 100.0 Sum = 15.8
Flood volume = Effective rainfall 1.32(In)
times area 67.1(Ac.)/[(In)/(Ft.)] = 7.4(Ac.Ft)
Total soil loss = 0.15(In)
Total soil loss = 0.820(Ac.Ft)
Total rainfall = 1.47(In)
Flood volume = 321340.5 Cubic Feet
Total soil loss = 35704.5 Cubic Feet
-------------------------------------------------------------------- Peak flow rate of this hydrograph = 49.464(CFS)
-------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6 - H O U R S T O R M
R u n o f f H y d r o g r a p h
-------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS))
-------------------------------------------------------------------- Time(h+m) Volume Ac.Ft Q(CFS) 0 12.5 25.0 37.5 50.0
----------------------------------------------------------------------- 0+ 5 0.0076 1.10 Q | | | |
0+10 0.0347 3.93 V Q | | | |
0+15 0.0709 5.26 V Q | | | |
0+20 0.1107 5.78 V Q | | | |
0+25 0.1524 6.06 V Q | | | |
0+30 0.1968 6.45 |V Q | | | |
0+35 0.2456 7.08 |V Q | | | |
0+40 0.2960 7.32 |V Q | | | |
0+45 0.3469 7.40 |V Q | | | |
0+50 0.3982 7.44 | V Q | | | |
0+55 0.4496 7.47 | V Q | | | |
1+ 0 0.5027 7.71 | V Q | | | |
1+ 5 0.5595 8.24 | V Q | | | |
1+10 0.6173 8.40 | V Q | | | |
1+15 0.6757 8.47 | V Q | | | |
1+20 0.7343 8.51 | V Q | | | |
1+25 0.7931 8.54 | V Q | | | |
1+30 0.8521 8.56 | V Q | | | |
1+35 0.9111 8.57 | V Q | | | |
1+40 0.9701 8.57 | VQ | | | |
1+45 1.0291 8.57 | VQ | | | |
1+50 1.0881 8.57 | VQ | | | |
1+55 1.1471 8.57 | Q | | | |
2+ 0 1.2077 8.79 | VQ | | | |
2+ 5 1.2703 9.09 | VQ | | | |
2+10 1.3319 8.95 | Q | | | |
2+15 1.3965 9.38 | Q | | | |
2+20 1.4621 9.51 | Q | | | |
2+25 1.5280 9.57 | QV | | | |
2+30 1.5941 9.60 | QV | | | |
F.2.l
Packet Pg. 806 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR565
2+35 1.6604 9.62 | Q V| | | |
2+40 1.7267 9.63 | Q V| | | |
2+45 1.7946 9.86 | Q V| | | |
2+50 1.8661 10.38 | Q V | | |
2+55 1.9387 10.54 | Q V | | |
3+ 0 2.0118 10.62 | Q V | | |
3+ 5 2.0852 10.66 | Q |V | | |
3+10 2.1603 10.90 | Q |V | | |
3+15 2.2391 11.44 | Q| V | | |
3+20 2.3191 11.61 | Q| V | | |
3+25 2.4011 11.91 | Q| V | | |
3+30 2.4885 12.69 | Q V | | |
3+35 2.5823 13.62 | Q V | | |
3+40 2.6814 14.39 | |Q V | | |
3+45 2.7840 14.90 | |Q V | | |
3+50 2.8912 15.56 | | Q V | | |
3+55 3.0015 16.02 | | Q V | | |
4+ 0 3.1163 16.67 | | Q V | | |
4+ 5 3.2343 17.12 | | Q V | | |
4+10 3.3581 17.98 | | Q V | | |
4+15 3.4885 18.94 | | Q V | | |
4+20 3.6259 19.95 | | Q V| | |
4+25 3.7704 20.98 | | Q V | |
4+30 3.9207 21.82 | | Q |V | |
4+35 4.0746 22.35 | | Q | V | |
4+40 4.2348 23.27 | | Q | V | |
4+45 4.4020 24.26 | | Q| V | |
4+50 4.5746 25.07 | | Q V | |
4+55 4.7509 25.60 | | Q V | |
5+ 0 4.9334 26.49 | | |Q V | |
5+ 5 5.1287 28.36 | | | Q V | |
5+10 5.3515 32.36 | | | Q V| |
5+15 5.6034 36.57 | | | QV |
5+20 5.8792 40.05 | | | |VQ |
5+25 6.1809 43.81 | | | | V Q |
5+30 6.5216 49.46 | | | | V Q|
5+35 6.8477 47.35 | | | | Q |
5+40 7.0406 28.01 | | | Q | V |
5+45 7.1594 17.24 | | Q | | V |
5+50 7.2402 11.73 | Q| | | V|
5+55 7.2980 8.40 | Q | | | V|
6+ 0 7.3366 5.59 | Q | | | V|
6+ 5 7.3599 3.39 | Q | | | V|
6+10 7.3688 1.29 |Q | | | V|
6+15 7.3730 0.61 Q | | | V|
6+20 7.3752 0.32 Q | | | V|
6+25 7.3763 0.16 Q | | | V|
6+30 7.3768 0.07 Q | | | V|
6+35 7.3770 0.03 Q | | | V
-----------------------------------------------------------------------
F.2.l
Packet Pg. 807 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR5245
U n i t H y d r o g r a p h A n a l y s i s
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2014, Version 9.0 Study date 07/31/20 File: 3828PR5245.out
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method
RCFC & WCD Manual date - April 1978
Program License Serial Number 6400
--------------------------------------------------------------------- English (in-lb) Input Units Used
English Rainfall Data (Inches) Input Values Used
English Units used in output format
--------------------------------------------------------------------- TEI JOB 3828
OPTION 1 - HIGH CUBE
PROPOSED CONDITION 5-YEAR STORM EVENT
-------------------------------------------------------------------- Drainage Area = 67.10(Ac.) = 0.105 Sq. Mi.
Drainage Area for Depth-Area Areal Adjustment = 67.10(Ac.) = 0.105 Sq. Mi.
Length along longest watercourse = 3400.00(Ft.)
Length along longest watercourse measured to centroid = 1280.00(Ft.) Length along longest watercourse = 0.644 Mi.
Length along longest watercourse measured to centroid = 0.242 Mi.
Difference in elevation = 44.00(Ft.)
Slope along watercourse = 68.3294 Ft./Mi.
Average Manning's 'N' = 0.015
Lag time = 0.080 Hr.
Lag time = 4.78 Min.
25% of lag time = 1.19 Min.
40% of lag time = 1.91 Min.
Unit time = 5.00 Min.
Duration of storm = 24 Hour(s)
User Entered Base Flow = 0.00(CFS)
2 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 1.75 117.42
100 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 4.50 301.95
STORM EVENT (YEAR) = 5.00
Area Averaged 2-Year Rainfall = 1.750(In)
Area Averaged 100-Year Rainfall = 4.500(In)
Point rain (area averaged) = 2.394(In)
Areal adjustment factor = 99.99 %
Adjusted average point rain = 2.394(In)
Sub-Area Data:
Area(Ac.) Runoff Index Impervious %
67.100 56.00 0.900
Total Area Entered = 67.10(Ac.)
RI RI Infil. Rate Impervious Adj. Infil. Rate Area% F
AMC2 AMC-1 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr)
56.0 36.0 0.706 0.900 0.134 1.000 0.134
Sum (F) = 0.134
F.2.l
Packet Pg. 808 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR5245
Area averaged mean soil loss (F) (In/Hr) = 0.134
Minimum soil loss rate ((In/Hr)) = 0.067
(for 24 hour storm duration)
Soil low loss rate (decimal) = 0.100
--------------------------------------------------------------------- U n i t H y d r o g r a p h
VALLEY S-Curve
-------------------------------------------------------------------- Unit Hydrograph Data
--------------------------------------------------------------------- Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph % (CFS)
--------------------------------------------------------------------- 1 0.083 104.614 20.612 13.939
2 0.167 209.229 48.679 32.919
3 0.250 313.843 14.978 10.129
4 0.333 418.458 6.821 4.613
5 0.417 523.072 3.802 2.571
6 0.500 627.687 2.435 1.647
7 0.583 732.301 1.462 0.989
8 0.667 836.916 1.210 0.818
Sum = 100.000 Sum= 67.624
----------------------------------------------------------------------- The following loss rate calculations reflect use of the minimum calculated loss rate subtracted from the Storm Rain to produce the maximum Effective Rain value Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max | Low (In/Hr)
1 0.08 0.07 0.019 ( 0.238) 0.002 0.017
2 0.17 0.07 0.019 ( 0.237) 0.002 0.017
3 0.25 0.07 0.019 ( 0.236) 0.002 0.017
4 0.33 0.10 0.029 ( 0.235) 0.003 0.026
5 0.42 0.10 0.029 ( 0.234) 0.003 0.026
6 0.50 0.10 0.029 ( 0.233) 0.003 0.026
7 0.58 0.10 0.029 ( 0.232) 0.003 0.026
8 0.67 0.10 0.029 ( 0.231) 0.003 0.026
9 0.75 0.10 0.029 ( 0.230) 0.003 0.026
10 0.83 0.13 0.038 ( 0.230) 0.004 0.034
11 0.92 0.13 0.038 ( 0.229) 0.004 0.034
12 1.00 0.13 0.038 ( 0.228) 0.004 0.034
13 1.08 0.10 0.029 ( 0.227) 0.003 0.026
14 1.17 0.10 0.029 ( 0.226) 0.003 0.026
15 1.25 0.10 0.029 ( 0.225) 0.003 0.026
16 1.33 0.10 0.029 ( 0.224) 0.003 0.026
17 1.42 0.10 0.029 ( 0.223) 0.003 0.026
18 1.50 0.10 0.029 ( 0.222) 0.003 0.026
19 1.58 0.10 0.029 ( 0.222) 0.003 0.026
20 1.67 0.10 0.029 ( 0.221) 0.003 0.026
21 1.75 0.10 0.029 ( 0.220) 0.003 0.026
22 1.83 0.13 0.038 ( 0.219) 0.004 0.034
23 1.92 0.13 0.038 ( 0.218) 0.004 0.034
24 2.00 0.13 0.038 ( 0.217) 0.004 0.034
25 2.08 0.13 0.038 ( 0.216) 0.004 0.034
26 2.17 0.13 0.038 ( 0.215) 0.004 0.034
27 2.25 0.13 0.038 ( 0.214) 0.004 0.034
28 2.33 0.13 0.038 ( 0.214) 0.004 0.034
29 2.42 0.13 0.038 ( 0.213) 0.004 0.034
30 2.50 0.13 0.038 ( 0.212) 0.004 0.034
31 2.58 0.17 0.048 ( 0.211) 0.005 0.043
32 2.67 0.17 0.048 ( 0.210) 0.005 0.043
33 2.75 0.17 0.048 ( 0.209) 0.005 0.043
34 2.83 0.17 0.048 ( 0.208) 0.005 0.043
35 2.92 0.17 0.048 ( 0.208) 0.005 0.043
36 3.00 0.17 0.048 ( 0.207) 0.005 0.043
37 3.08 0.17 0.048 ( 0.206) 0.005 0.043
38 3.17 0.17 0.048 ( 0.205) 0.005 0.043
39 3.25 0.17 0.048 ( 0.204) 0.005 0.043
40 3.33 0.17 0.048 ( 0.203) 0.005 0.043
41 3.42 0.17 0.048 ( 0.202) 0.005 0.043
42 3.50 0.17 0.048 ( 0.202) 0.005 0.043
43 3.58 0.17 0.048 ( 0.201) 0.005 0.043
44 3.67 0.17 0.048 ( 0.200) 0.005 0.043
45 3.75 0.17 0.048 ( 0.199) 0.005 0.043
46 3.83 0.20 0.057 ( 0.198) 0.006 0.052
F.2.l
Packet Pg. 809 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR5245
47 3.92 0.20 0.057 ( 0.197) 0.006 0.052
48 4.00 0.20 0.057 ( 0.197) 0.006 0.052
49 4.08 0.20 0.057 ( 0.196) 0.006 0.052
50 4.17 0.20 0.057 ( 0.195) 0.006 0.052
51 4.25 0.20 0.057 ( 0.194) 0.006 0.052
52 4.33 0.23 0.067 ( 0.193) 0.007 0.060
53 4.42 0.23 0.067 ( 0.192) 0.007 0.060
54 4.50 0.23 0.067 ( 0.192) 0.007 0.060
55 4.58 0.23 0.067 ( 0.191) 0.007 0.060
56 4.67 0.23 0.067 ( 0.190) 0.007 0.060
57 4.75 0.23 0.067 ( 0.189) 0.007 0.060
58 4.83 0.27 0.077 ( 0.188) 0.008 0.069
59 4.92 0.27 0.077 ( 0.187) 0.008 0.069
60 5.00 0.27 0.077 ( 0.187) 0.008 0.069
61 5.08 0.20 0.057 ( 0.186) 0.006 0.052
62 5.17 0.20 0.057 ( 0.185) 0.006 0.052
63 5.25 0.20 0.057 ( 0.184) 0.006 0.052
64 5.33 0.23 0.067 ( 0.183) 0.007 0.060
65 5.42 0.23 0.067 ( 0.183) 0.007 0.060
66 5.50 0.23 0.067 ( 0.182) 0.007 0.060
67 5.58 0.27 0.077 ( 0.181) 0.008 0.069
68 5.67 0.27 0.077 ( 0.180) 0.008 0.069
69 5.75 0.27 0.077 ( 0.179) 0.008 0.069
70 5.83 0.27 0.077 ( 0.179) 0.008 0.069
71 5.92 0.27 0.077 ( 0.178) 0.008 0.069
72 6.00 0.27 0.077 ( 0.177) 0.008 0.069
73 6.08 0.30 0.086 ( 0.176) 0.009 0.078
74 6.17 0.30 0.086 ( 0.175) 0.009 0.078
75 6.25 0.30 0.086 ( 0.175) 0.009 0.078
76 6.33 0.30 0.086 ( 0.174) 0.009 0.078
77 6.42 0.30 0.086 ( 0.173) 0.009 0.078
78 6.50 0.30 0.086 ( 0.172) 0.009 0.078
79 6.58 0.33 0.096 ( 0.172) 0.010 0.086
80 6.67 0.33 0.096 ( 0.171) 0.010 0.086
81 6.75 0.33 0.096 ( 0.170) 0.010 0.086
82 6.83 0.33 0.096 ( 0.169) 0.010 0.086
83 6.92 0.33 0.096 ( 0.169) 0.010 0.086
84 7.00 0.33 0.096 ( 0.168) 0.010 0.086
85 7.08 0.33 0.096 ( 0.167) 0.010 0.086
86 7.17 0.33 0.096 ( 0.166) 0.010 0.086
87 7.25 0.33 0.096 ( 0.165) 0.010 0.086
88 7.33 0.37 0.105 ( 0.165) 0.011 0.095
89 7.42 0.37 0.105 ( 0.164) 0.011 0.095
90 7.50 0.37 0.105 ( 0.163) 0.011 0.095
91 7.58 0.40 0.115 ( 0.162) 0.011 0.103
92 7.67 0.40 0.115 ( 0.162) 0.011 0.103
93 7.75 0.40 0.115 ( 0.161) 0.011 0.103
94 7.83 0.43 0.124 ( 0.160) 0.012 0.112
95 7.92 0.43 0.124 ( 0.159) 0.012 0.112
96 8.00 0.43 0.124 ( 0.159) 0.012 0.112
97 8.08 0.50 0.144 ( 0.158) 0.014 0.129
98 8.17 0.50 0.144 ( 0.157) 0.014 0.129
99 8.25 0.50 0.144 ( 0.157) 0.014 0.129
100 8.33 0.50 0.144 ( 0.156) 0.014 0.129
101 8.42 0.50 0.144 ( 0.155) 0.014 0.129
102 8.50 0.50 0.144 ( 0.154) 0.014 0.129
103 8.58 0.53 0.153 ( 0.154) 0.015 0.138
104 8.67 0.53 0.153 ( 0.153) 0.015 0.138
105 8.75 0.53 0.153 ( 0.152) 0.015 0.138
106 8.83 0.57 0.163 ( 0.151) 0.016 0.147
107 8.92 0.57 0.163 ( 0.151) 0.016 0.147
108 9.00 0.57 0.163 ( 0.150) 0.016 0.147
109 9.08 0.63 0.182 ( 0.149) 0.018 0.164
110 9.17 0.63 0.182 ( 0.149) 0.018 0.164
111 9.25 0.63 0.182 ( 0.148) 0.018 0.164
112 9.33 0.67 0.192 ( 0.147) 0.019 0.172
113 9.42 0.67 0.192 ( 0.147) 0.019 0.172
114 9.50 0.67 0.192 ( 0.146) 0.019 0.172
115 9.58 0.70 0.201 ( 0.145) 0.020 0.181
116 9.67 0.70 0.201 ( 0.144) 0.020 0.181
117 9.75 0.70 0.201 ( 0.144) 0.020 0.181
118 9.83 0.73 0.211 ( 0.143) 0.021 0.190
119 9.92 0.73 0.211 ( 0.142) 0.021 0.190
120 10.00 0.73 0.211 ( 0.142) 0.021 0.190
121 10.08 0.50 0.144 ( 0.141) 0.014 0.129
122 10.17 0.50 0.144 ( 0.140) 0.014 0.129
123 10.25 0.50 0.144 ( 0.140) 0.014 0.129
F.2.l
Packet Pg. 810 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR5245
124 10.33 0.50 0.144 ( 0.139) 0.014 0.129
125 10.42 0.50 0.144 ( 0.138) 0.014 0.129
126 10.50 0.50 0.144 ( 0.138) 0.014 0.129
127 10.58 0.67 0.192 ( 0.137) 0.019 0.172
128 10.67 0.67 0.192 ( 0.136) 0.019 0.172
129 10.75 0.67 0.192 ( 0.136) 0.019 0.172
130 10.83 0.67 0.192 ( 0.135) 0.019 0.172
131 10.92 0.67 0.192 ( 0.134) 0.019 0.172
132 11.00 0.67 0.192 ( 0.134) 0.019 0.172
133 11.08 0.63 0.182 ( 0.133) 0.018 0.164
134 11.17 0.63 0.182 ( 0.132) 0.018 0.164
135 11.25 0.63 0.182 ( 0.132) 0.018 0.164
136 11.33 0.63 0.182 ( 0.131) 0.018 0.164
137 11.42 0.63 0.182 ( 0.130) 0.018 0.164
138 11.50 0.63 0.182 ( 0.130) 0.018 0.164
139 11.58 0.57 0.163 ( 0.129) 0.016 0.147
140 11.67 0.57 0.163 ( 0.128) 0.016 0.147
141 11.75 0.57 0.163 ( 0.128) 0.016 0.147
142 11.83 0.60 0.172 ( 0.127) 0.017 0.155
143 11.92 0.60 0.172 ( 0.126) 0.017 0.155
144 12.00 0.60 0.172 ( 0.126) 0.017 0.155
145 12.08 0.83 0.239 ( 0.125) 0.024 0.215
146 12.17 0.83 0.239 ( 0.125) 0.024 0.215
147 12.25 0.83 0.239 ( 0.124) 0.024 0.215
148 12.33 0.87 0.249 ( 0.123) 0.025 0.224
149 12.42 0.87 0.249 ( 0.123) 0.025 0.224
150 12.50 0.87 0.249 ( 0.122) 0.025 0.224
151 12.58 0.93 0.268 ( 0.121) 0.027 0.241
152 12.67 0.93 0.268 ( 0.121) 0.027 0.241
153 12.75 0.93 0.268 ( 0.120) 0.027 0.241
154 12.83 0.97 0.278 ( 0.120) 0.028 0.250
155 12.92 0.97 0.278 ( 0.119) 0.028 0.250
156 13.00 0.97 0.278 ( 0.118) 0.028 0.250
157 13.08 1.13 0.326 ( 0.118) 0.033 0.293
158 13.17 1.13 0.326 ( 0.117) 0.033 0.293
159 13.25 1.13 0.326 ( 0.117) 0.033 0.293
160 13.33 1.13 0.326 ( 0.116) 0.033 0.293
161 13.42 1.13 0.326 ( 0.115) 0.033 0.293
162 13.50 1.13 0.326 ( 0.115) 0.033 0.293
163 13.58 0.77 0.220 ( 0.114) 0.022 0.198
164 13.67 0.77 0.220 ( 0.114) 0.022 0.198
165 13.75 0.77 0.220 ( 0.113) 0.022 0.198
166 13.83 0.77 0.220 ( 0.113) 0.022 0.198
167 13.92 0.77 0.220 ( 0.112) 0.022 0.198
168 14.00 0.77 0.220 ( 0.111) 0.022 0.198
169 14.08 0.90 0.259 ( 0.111) 0.026 0.233
170 14.17 0.90 0.259 ( 0.110) 0.026 0.233
171 14.25 0.90 0.259 ( 0.110) 0.026 0.233
172 14.33 0.87 0.249 ( 0.109) 0.025 0.224
173 14.42 0.87 0.249 ( 0.109) 0.025 0.224
174 14.50 0.87 0.249 ( 0.108) 0.025 0.224
175 14.58 0.87 0.249 ( 0.107) 0.025 0.224
176 14.67 0.87 0.249 ( 0.107) 0.025 0.224
177 14.75 0.87 0.249 ( 0.106) 0.025 0.224
178 14.83 0.83 0.239 ( 0.106) 0.024 0.215
179 14.92 0.83 0.239 ( 0.105) 0.024 0.215
180 15.00 0.83 0.239 ( 0.105) 0.024 0.215
181 15.08 0.80 0.230 ( 0.104) 0.023 0.207
182 15.17 0.80 0.230 ( 0.104) 0.023 0.207
183 15.25 0.80 0.230 ( 0.103) 0.023 0.207
184 15.33 0.77 0.220 ( 0.103) 0.022 0.198
185 15.42 0.77 0.220 ( 0.102) 0.022 0.198
186 15.50 0.77 0.220 ( 0.102) 0.022 0.198
187 15.58 0.63 0.182 ( 0.101) 0.018 0.164
188 15.67 0.63 0.182 ( 0.101) 0.018 0.164
189 15.75 0.63 0.182 ( 0.100) 0.018 0.164
190 15.83 0.63 0.182 ( 0.100) 0.018 0.164
191 15.92 0.63 0.182 ( 0.099) 0.018 0.164
192 16.00 0.63 0.182 ( 0.099) 0.018 0.164
193 16.08 0.13 0.038 ( 0.098) 0.004 0.034
194 16.17 0.13 0.038 ( 0.098) 0.004 0.034
195 16.25 0.13 0.038 ( 0.097) 0.004 0.034
196 16.33 0.13 0.038 ( 0.097) 0.004 0.034
197 16.42 0.13 0.038 ( 0.096) 0.004 0.034
198 16.50 0.13 0.038 ( 0.096) 0.004 0.034
199 16.58 0.10 0.029 ( 0.095) 0.003 0.026
200 16.67 0.10 0.029 ( 0.095) 0.003 0.026
F.2.l
Packet Pg. 811 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR5245
201 16.75 0.10 0.029 ( 0.094) 0.003 0.026
202 16.83 0.10 0.029 ( 0.094) 0.003 0.026
203 16.92 0.10 0.029 ( 0.093) 0.003 0.026
204 17.00 0.10 0.029 ( 0.093) 0.003 0.026
205 17.08 0.17 0.048 ( 0.092) 0.005 0.043
206 17.17 0.17 0.048 ( 0.092) 0.005 0.043
207 17.25 0.17 0.048 ( 0.091) 0.005 0.043
208 17.33 0.17 0.048 ( 0.091) 0.005 0.043
209 17.42 0.17 0.048 ( 0.090) 0.005 0.043
210 17.50 0.17 0.048 ( 0.090) 0.005 0.043
211 17.58 0.17 0.048 ( 0.089) 0.005 0.043
212 17.67 0.17 0.048 ( 0.089) 0.005 0.043
213 17.75 0.17 0.048 ( 0.089) 0.005 0.043
214 17.83 0.13 0.038 ( 0.088) 0.004 0.034
215 17.92 0.13 0.038 ( 0.088) 0.004 0.034
216 18.00 0.13 0.038 ( 0.087) 0.004 0.034
217 18.08 0.13 0.038 ( 0.087) 0.004 0.034
218 18.17 0.13 0.038 ( 0.086) 0.004 0.034
219 18.25 0.13 0.038 ( 0.086) 0.004 0.034
220 18.33 0.13 0.038 ( 0.086) 0.004 0.034
221 18.42 0.13 0.038 ( 0.085) 0.004 0.034
222 18.50 0.13 0.038 ( 0.085) 0.004 0.034
223 18.58 0.10 0.029 ( 0.084) 0.003 0.026
224 18.67 0.10 0.029 ( 0.084) 0.003 0.026
225 18.75 0.10 0.029 ( 0.084) 0.003 0.026
226 18.83 0.07 0.019 ( 0.083) 0.002 0.017
227 18.92 0.07 0.019 ( 0.083) 0.002 0.017
228 19.00 0.07 0.019 ( 0.082) 0.002 0.017
229 19.08 0.10 0.029 ( 0.082) 0.003 0.026
230 19.17 0.10 0.029 ( 0.082) 0.003 0.026
231 19.25 0.10 0.029 ( 0.081) 0.003 0.026
232 19.33 0.13 0.038 ( 0.081) 0.004 0.034
233 19.42 0.13 0.038 ( 0.080) 0.004 0.034
234 19.50 0.13 0.038 ( 0.080) 0.004 0.034
235 19.58 0.10 0.029 ( 0.080) 0.003 0.026
236 19.67 0.10 0.029 ( 0.079) 0.003 0.026
237 19.75 0.10 0.029 ( 0.079) 0.003 0.026
238 19.83 0.07 0.019 ( 0.079) 0.002 0.017
239 19.92 0.07 0.019 ( 0.078) 0.002 0.017
240 20.00 0.07 0.019 ( 0.078) 0.002 0.017
241 20.08 0.10 0.029 ( 0.078) 0.003 0.026
242 20.17 0.10 0.029 ( 0.077) 0.003 0.026
243 20.25 0.10 0.029 ( 0.077) 0.003 0.026
244 20.33 0.10 0.029 ( 0.077) 0.003 0.026
245 20.42 0.10 0.029 ( 0.076) 0.003 0.026
246 20.50 0.10 0.029 ( 0.076) 0.003 0.026
247 20.58 0.10 0.029 ( 0.076) 0.003 0.026
248 20.67 0.10 0.029 ( 0.075) 0.003 0.026
249 20.75 0.10 0.029 ( 0.075) 0.003 0.026
250 20.83 0.07 0.019 ( 0.075) 0.002 0.017
251 20.92 0.07 0.019 ( 0.074) 0.002 0.017
252 21.00 0.07 0.019 ( 0.074) 0.002 0.017
253 21.08 0.10 0.029 ( 0.074) 0.003 0.026
254 21.17 0.10 0.029 ( 0.073) 0.003 0.026
255 21.25 0.10 0.029 ( 0.073) 0.003 0.026
256 21.33 0.07 0.019 ( 0.073) 0.002 0.017
257 21.42 0.07 0.019 ( 0.073) 0.002 0.017
258 21.50 0.07 0.019 ( 0.072) 0.002 0.017
259 21.58 0.10 0.029 ( 0.072) 0.003 0.026
260 21.67 0.10 0.029 ( 0.072) 0.003 0.026
261 21.75 0.10 0.029 ( 0.072) 0.003 0.026
262 21.83 0.07 0.019 ( 0.071) 0.002 0.017
263 21.92 0.07 0.019 ( 0.071) 0.002 0.017
264 22.00 0.07 0.019 ( 0.071) 0.002 0.017
265 22.08 0.10 0.029 ( 0.071) 0.003 0.026
266 22.17 0.10 0.029 ( 0.070) 0.003 0.026
267 22.25 0.10 0.029 ( 0.070) 0.003 0.026
268 22.33 0.07 0.019 ( 0.070) 0.002 0.017
269 22.42 0.07 0.019 ( 0.070) 0.002 0.017
270 22.50 0.07 0.019 ( 0.069) 0.002 0.017
271 22.58 0.07 0.019 ( 0.069) 0.002 0.017
272 22.67 0.07 0.019 ( 0.069) 0.002 0.017
273 22.75 0.07 0.019 ( 0.069) 0.002 0.017
274 22.83 0.07 0.019 ( 0.069) 0.002 0.017
275 22.92 0.07 0.019 ( 0.069) 0.002 0.017
276 23.00 0.07 0.019 ( 0.068) 0.002 0.017
277 23.08 0.07 0.019 ( 0.068) 0.002 0.017
F.2.l
Packet Pg. 812 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR5245
278 23.17 0.07 0.019 ( 0.068) 0.002 0.017
279 23.25 0.07 0.019 ( 0.068) 0.002 0.017
280 23.33 0.07 0.019 ( 0.068) 0.002 0.017
281 23.42 0.07 0.019 ( 0.068) 0.002 0.017
282 23.50 0.07 0.019 ( 0.068) 0.002 0.017
283 23.58 0.07 0.019 ( 0.067) 0.002 0.017
284 23.67 0.07 0.019 ( 0.067) 0.002 0.017
285 23.75 0.07 0.019 ( 0.067) 0.002 0.017
286 23.83 0.07 0.019 ( 0.067) 0.002 0.017
287 23.92 0.07 0.019 ( 0.067) 0.002 0.017
288 24.00 0.07 0.019 ( 0.067) 0.002 0.017
(Loss Rate Not Used)
Sum = 100.0 Sum = 25.9
Flood volume = Effective rainfall 2.15(In)
times area 67.1(Ac.)/[(In)/(Ft.)] = 12.0(Ac.Ft)
Total soil loss = 0.24(In)
Total soil loss = 1.339(Ac.Ft)
Total rainfall = 2.39(In)
Flood volume = 524759.2 Cubic Feet
Total soil loss = 58306.6 Cubic Feet
-------------------------------------------------------------------- Peak flow rate of this hydrograph = 19.746(CFS)
-------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 24 - H O U R S T O R M
R u n o f f H y d r o g r a p h
-------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS))
-------------------------------------------------------------------- Time(h+m) Volume Ac.Ft Q(CFS) 0 5.0 10.0 15.0 20.0
----------------------------------------------------------------------- 0+ 5 0.0017 0.24 Q | | | |
0+10 0.0072 0.81 VQ | | | |
0+15 0.0140 0.98 VQ | | | |
0+20 0.0221 1.18 V Q | | | |
0+25 0.0325 1.51 V Q | | | |
0+30 0.0437 1.63 V Q | | | |
0+35 0.0553 1.68 V Q | | | |
0+40 0.0672 1.72 V Q | | | |
0+45 0.0791 1.73 V Q | | | |
0+50 0.0919 1.86 V Q | | | |
0+55 0.1068 2.15 V Q | | | |
1+ 0 0.1222 2.24 V Q | | | |
1+ 5 0.1371 2.16 V Q | | | |
1+10 0.1501 1.90 V Q | | | |
1+15 0.1627 1.83 V Q | | | |
1+20 0.1751 1.79 V Q | | | |
1+25 0.1873 1.78 V Q | | | |
1+30 0.1995 1.76 V Q | | | |
1+35 0.2116 1.76 V Q | | | |
1+40 0.2236 1.75 V Q | | | |
1+45 0.2357 1.75 V Q | | | |
1+50 0.2485 1.87 V Q | | | |
1+55 0.2634 2.15 V Q | | | |
2+ 0 0.2788 2.24 V Q | | | |
2+ 5 0.2945 2.28 V Q | | | |
2+10 0.3104 2.30 |V Q | | | |
2+15 0.3263 2.32 |V Q | | | |
2+20 0.3423 2.33 |V Q | | | |
2+25 0.3584 2.33 |V Q | | | |
2+30 0.3745 2.33 |V Q | | | |
2+35 0.3913 2.45 |V Q | | | |
2+40 0.4102 2.74 |V Q | | | |
2+45 0.4296 2.82 |V Q | | | |
2+50 0.4494 2.86 |V Q | | | |
2+55 0.4692 2.89 |V Q | | | |
3+ 0 0.4892 2.90 |V Q | | | |
3+ 5 0.5092 2.91 |V Q | | | |
3+10 0.5293 2.92 |V Q | | | |
3+15 0.5494 2.92 |V Q | | | |
3+20 0.5695 2.92 |V Q | | | |
3+25 0.5895 2.92 |V Q | | | |
3+30 0.6096 2.92 | V Q | | | |
3+35 0.6297 2.92 | V Q | | | |
3+40 0.6498 2.92 | V Q | | | |
3+45 0.6699 2.92 | V Q | | | |
F.2.l
Packet Pg. 813 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR5245
3+50 0.6908 3.04 | V Q | | | |
3+55 0.7136 3.32 | V Q | | | |
4+ 0 0.7371 3.41 | V Q | | | |
4+ 5 0.7608 3.45 | V Q | | | |
4+10 0.7847 3.47 | V Q | | | |
4+15 0.8087 3.48 | V Q | | | |
4+20 0.8336 3.61 | V Q | | | |
4+25 0.8604 3.90 | V Q | | | |
4+30 0.8879 3.99 | V Q | | | |
4+35 0.9157 4.03 | V Q | | | |
4+40 0.9436 4.05 | V Q | | | |
4+45 0.9716 4.07 | V Q | | | |
4+50 1.0005 4.19 | V Q | | | |
4+55 1.0314 4.49 | V Q | | | |
5+ 0 1.0629 4.57 | V Q| | | |
5+ 5 1.0930 4.37 | V Q | | | |
5+10 1.1193 3.83 | V Q | | | |
5+15 1.1446 3.67 | V Q | | | |
5+20 1.1702 3.72 | V Q | | | |
5+25 1.1974 3.96 | V Q | | | |
5+30 1.2251 4.02 | V Q | | | |
5+35 1.2538 4.16 | V Q | | | |
5+40 1.2845 4.46 | V Q | | | |
5+45 1.3159 4.56 | V Q| | | |
5+50 1.3476 4.61 | V Q| | | |
5+55 1.3795 4.63 | V Q| | | |
6+ 0 1.4115 4.65 | V Q| | | |
6+ 5 1.4444 4.78 | V Q| | | |
6+10 1.4794 5.07 | V Q | | |
6+15 1.5149 5.16 | V Q | | |
6+20 1.5506 5.20 | V Q | | |
6+25 1.5866 5.22 | V Q | | |
6+30 1.6226 5.23 | V Q | | |
6+35 1.6595 5.36 | V Q | | |
6+40 1.6985 5.65 | V |Q | | |
6+45 1.7380 5.74 | V |Q | | |
6+50 1.7778 5.78 | V |Q | | |
6+55 1.8177 5.80 | V |Q | | |
7+ 0 1.8578 5.82 | V |Q | | |
7+ 5 1.8979 5.82 | V |Q | | |
7+10 1.9380 5.83 | V |Q | | |
7+15 1.9782 5.83 | V |Q | | |
7+20 2.0192 5.95 | V |Q | | |
7+25 2.0621 6.23 | V | Q | | |
7+30 2.1057 6.32 | V | Q | | |
7+35 2.1503 6.48 | V | Q | | |
7+40 2.1971 6.79 | V | Q | | |
7+45 2.2445 6.89 | V | Q | | |
7+50 2.2931 7.06 | V | Q | | |
7+55 2.3439 7.37 | V | Q | | |
8+ 0 2.3953 7.47 | V | Q | | |
8+ 5 2.4488 7.76 | V | Q | | |
8+10 2.5064 8.36 | V | Q | | |
8+15 2.5652 8.55 | V | Q | | |
8+20 2.6247 8.64 | V | Q | | |
8+25 2.6845 8.69 | V | Q | | |
8+30 2.7445 8.71 | V| Q | | |
8+35 2.8055 8.85 | V| Q | | |
8+40 2.8685 9.15 | V| Q | | |
8+45 2.9321 9.24 | V| Q | | |
8+50 2.9968 9.40 | V| Q | | |
8+55 3.0637 9.70 | V Q| | |
9+ 0 3.1312 9.80 | V Q| | |
9+ 5 3.2007 10.09 | V Q | |
9+10 3.2743 10.69 | V |Q | |
9+15 3.3493 10.88 | |V |Q | |
9+20 3.4256 11.09 | |V | Q | |
9+25 3.5043 11.42 | |V | Q | |
9+30 3.5838 11.54 | |V | Q | |
9+35 3.6644 11.72 | | V | Q | |
9+40 3.7473 12.04 | | V | Q | |
9+45 3.8309 12.14 | | V | Q | |
9+50 3.9157 12.31 | | V | Q | |
9+55 4.0026 12.62 | | V | Q | |
10+ 0 4.0902 12.72 | | V | Q | |
10+ 5 4.1723 11.93 | | V | Q | |
10+10 4.2410 9.97 | | V Q| | |
F.2.l
Packet Pg. 814 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR5245
10+15 4.3055 9.37 | | V Q | | |
10+20 4.3682 9.10 | | V Q | | |
10+25 4.4299 8.95 | | V Q | | |
10+30 4.4909 8.86 | | V Q | | |
10+35 4.5556 9.40 | | V Q | | |
10+40 4.6297 10.77 | | V |Q | |
10+45 4.7069 11.20 | | V | Q | |
10+50 4.7854 11.40 | | V | Q | |
10+55 4.8647 11.51 | | V | Q | |
11+ 0 4.9445 11.58 | | V | Q | |
11+ 5 5.0237 11.51 | | V | Q | |
11+10 5.1012 11.26 | | V | Q | |
11+15 5.1782 11.17 | | V | Q | |
11+20 5.2548 11.13 | | V | Q | |
11+25 5.3313 11.11 | | V | Q | |
11+30 5.4077 11.09 | | V | Q | |
11+35 5.4824 10.84 | | V |Q | |
11+40 5.5532 10.27 | | V Q | |
11+45 5.6227 10.10 | | V Q | |
11+50 5.6925 10.14 | | V Q | |
11+55 5.7640 10.38 | | VQ | |
12+ 0 5.8358 10.43 | | VQ | |
12+ 5 5.9136 11.30 | | V| Q | |
12+10 6.0052 13.29 | | V| Q | |
12+15 6.1010 13.92 | | V Q | |
12+20 6.1997 14.33 | | V Q | |
12+25 6.3014 14.77 | | V Q| |
12+30 6.4045 14.96 | | |V Q| |
12+35 6.5098 15.30 | | |V Q |
12+40 6.6196 15.94 | | |V |Q |
12+45 6.7307 16.13 | | | V | Q |
12+50 6.8432 16.34 | | | V | Q |
12+55 6.9580 16.67 | | | V | Q |
13+ 0 7.0736 16.79 | | | V | Q |
13+ 5 7.1937 17.44 | | | V | Q |
13+10 7.3239 18.90 | | | V | Q |
13+15 7.4571 19.35 | | | V | Q |
13+20 7.5918 19.56 | | | V | Q|
13+25 7.7273 19.68 | | | V | Q|
13+30 7.8633 19.75 | | | V | Q|
13+35 7.9905 18.47 | | | V | Q |
13+40 8.0964 15.38 | | | V Q |
13+45 8.1957 14.42 | | | VQ | |
13+50 8.2920 13.98 | | | Q | |
13+55 8.3867 13.74 | | | Q | |
14+ 0 8.4802 13.58 | | | QV | |
14+ 5 8.5764 13.97 | | | QV | |
14+10 8.6799 15.03 | | | V Q |
14+15 8.7858 15.38 | | | VQ |
14+20 8.8919 15.41 | | | VQ |
14+25 8.9968 15.22 | | | VQ |
14+30 9.1014 15.19 | | | Q |
14+35 9.2059 15.18 | | | Q |
14+40 9.3106 15.19 | | | Q |
14+45 9.4151 15.18 | | | QV |
14+50 9.5187 15.05 | | | QV |
14+55 9.6203 14.76 | | | Q|V |
15+ 0 9.7213 14.67 | | | Q| V |
15+ 5 9.8213 14.51 | | | Q| V |
15+10 9.9191 14.20 | | | Q | V |
15+15 10.0162 14.10 | | | Q | V |
15+20 10.1121 13.93 | | | Q | V |
15+25 10.2059 13.62 | | | Q | V |
15+30 10.2990 13.52 | | | Q | V |
15+35 10.3885 12.99 | | | Q | V |
15+40 10.4699 11.82 | | | Q | V |
15+45 10.5489 11.46 | | | Q | V |
15+50 10.6266 11.29 | | | Q | V |
15+55 10.7037 11.20 | | | Q | V |
16+ 0 10.7805 11.14 | | | Q | V |
16+ 5 10.8445 9.30 | | Q | | V |
16+10 10.8791 5.02 | Q | | V |
16+15 10.9046 3.71 | Q | | | V |
16+20 10.9261 3.11 | Q | | | V |
16+25 10.9452 2.78 | Q | | | V |
16+30 10.9629 2.57 | Q | | | V |
16+35 10.9788 2.32 | Q | | | V |
F.2.l
Packet Pg. 815 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR5245
16+40 10.9921 1.93 | Q | | | V |
16+45 11.0048 1.84 | Q | | | V |
16+50 11.0172 1.80 | Q | | | V |
16+55 11.0295 1.78 | Q | | | V |
17+ 0 11.0416 1.76 | Q | | | V |
17+ 5 11.0554 2.00 | Q | | | V |
17+10 11.0730 2.56 | Q | | | V |
17+15 11.0918 2.73 | Q | | | V |
17+20 11.1112 2.81 | Q | | | V |
17+25 11.1308 2.86 | Q | | | V |
17+30 11.1507 2.88 | Q | | | V |
17+35 11.1707 2.90 | Q | | | V |
17+40 11.1907 2.92 | Q | | | V |
17+45 11.2108 2.92 | Q | | | V |
17+50 11.2301 2.80 | Q | | | V |
17+55 11.2474 2.51 | Q | | | V |
18+ 0 11.2641 2.42 | Q | | | V |
18+ 5 11.2805 2.38 | Q | | | V |
18+10 11.2967 2.36 | Q | | | V |
18+15 11.3129 2.35 | Q | | | V |
18+20 11.3290 2.34 | Q | | | V |
18+25 11.3451 2.33 | Q | | | V |
18+30 11.3612 2.33 | Q | | | V |
18+35 11.3764 2.21 | Q | | | V |
18+40 11.3897 1.93 | Q | | | V |
18+45 11.4023 1.84 | Q | | | V |
18+50 11.4139 1.68 | Q | | | V |
18+55 11.4234 1.37 | Q | | | V |
19+ 0 11.4322 1.27 | Q | | | V |
19+ 5 11.4414 1.35 | Q | | | V |
19+10 11.4524 1.60 | Q | | | V |
19+15 11.4640 1.67 | Q | | | V |
19+20 11.4765 1.82 | Q | | | V |
19+25 11.4912 2.12 | Q | | | V |
19+30 11.5065 2.22 | Q | | | V |
19+35 11.5213 2.15 | Q | | | V |
19+40 11.5344 1.90 | Q | | | V |
19+45 11.5470 1.83 | Q | | | V |
19+50 11.5585 1.67 | Q | | | V |
19+55 11.5680 1.37 | Q | | | V |
20+ 0 11.5767 1.27 | Q | | | V |
20+ 5 11.5860 1.35 | Q | | | V |
20+10 11.5970 1.60 | Q | | | V |
20+15 11.6085 1.67 | Q | | | V |
20+20 11.6203 1.70 | Q | | | V |
20+25 11.6321 1.72 | Q | | | V |
20+30 11.6440 1.73 | Q | | | V |
20+35 11.6560 1.74 | Q | | | V |
20+40 11.6681 1.75 | Q | | | V |
20+45 11.6801 1.75 | Q | | | V |
20+50 11.6914 1.63 | Q | | | V |
20+55 11.7006 1.35 | Q | | | V |
21+ 0 11.7093 1.26 | Q | | | V |
21+ 5 11.7185 1.34 | Q | | | V |
21+10 11.7295 1.60 | Q | | | V |
21+15 11.7410 1.67 | Q | | | V |
21+20 11.7520 1.58 | Q | | | V|
21+25 11.7610 1.32 | Q | | | V|
21+30 11.7696 1.24 | Q | | | V|
21+35 11.7787 1.33 | Q | | | V|
21+40 11.7898 1.60 | Q | | | V|
21+45 11.8013 1.67 | Q | | | V|
21+50 11.8122 1.58 | Q | | | V|
21+55 11.8212 1.32 | Q | | | V|
22+ 0 11.8298 1.24 | Q | | | V|
22+ 5 11.8390 1.33 | Q | | | V|
22+10 11.8500 1.60 | Q | | | V|
22+15 11.8615 1.67 | Q | | | V|
22+20 11.8724 1.58 | Q | | | V|
22+25 11.8815 1.32 | Q | | | V|
22+30 11.8900 1.24 | Q | | | V|
22+35 11.8984 1.21 | Q | | | V|
22+40 11.9066 1.20 | Q | | | V|
22+45 11.9148 1.18 | Q | | | V|
22+50 11.9228 1.17 | Q | | | V|
22+55 11.9309 1.17 | Q | | | V|
23+ 0 11.9389 1.17 | Q | | | V|
F.2.l
Packet Pg. 816 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR5245
23+ 5 11.9469 1.17 | Q | | | V|
23+10 11.9550 1.17 | Q | | | V|
23+15 11.9630 1.17 | Q | | | V|
23+20 11.9710 1.17 | Q | | | V|
23+25 11.9791 1.17 | Q | | | V|
23+30 11.9871 1.17 | Q | | | V|
23+35 11.9951 1.17 | Q | | | V|
23+40 12.0031 1.17 | Q | | | V|
23+45 12.0112 1.17 | Q | | | V|
23+50 12.0192 1.17 | Q | | | V|
23+55 12.0272 1.17 | Q | | | V|
24+ 0 12.0353 1.17 | Q | | | V|
24+ 5 12.0416 0.93 |Q | | | V|
24+10 12.0441 0.36 Q | | | V|
24+15 12.0454 0.18 Q | | | V|
24+20 12.0461 0.10 Q | | | V|
24+25 12.0465 0.06 Q | | | V|
24+30 12.0467 0.03 Q | | | V|
24+35 12.0468 0.01 Q | | | V|
-----------------------------------------------------------------------
F.2.l
Packet Pg. 817 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR10110
U n i t H y d r o g r a p h A n a l y s i s
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2014, Version 9.0 Study date 07/31/20 File: 3828PR10110.out
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method
RCFC & WCD Manual date - April 1978
Program License Serial Number 6400
--------------------------------------------------------------------- English (in-lb) Input Units Used
English Rainfall Data (Inches) Input Values Used
English Units used in output format
--------------------------------------------------------------------- TEI JOB 3828
OPTION 1 - HIGH CUBE
PROPOSED CONDITION 10-YEAR STORM EVENT
-------------------------------------------------------------------- Drainage Area = 67.10(Ac.) = 0.105 Sq. Mi.
Drainage Area for Depth-Area Areal Adjustment = 67.10(Ac.) = 0.105 Sq. Mi.
Length along longest watercourse = 3400.00(Ft.)
Length along longest watercourse measured to centroid = 1280.00(Ft.) Length along longest watercourse = 0.644 Mi.
Length along longest watercourse measured to centroid = 0.242 Mi.
Difference in elevation = 44.00(Ft.)
Slope along watercourse = 68.3294 Ft./Mi.
Average Manning's 'N' = 0.015
Lag time = 0.080 Hr.
Lag time = 4.78 Min.
25% of lag time = 1.19 Min.
40% of lag time = 1.91 Min.
Unit time = 5.00 Min.
Duration of storm = 1 Hour(s)
User Entered Base Flow = 0.00(CFS)
2 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 0.50 33.55
100 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 1.20 80.52
STORM EVENT (YEAR) = 10.00
Area Averaged 2-Year Rainfall = 0.500(In)
Area Averaged 100-Year Rainfall = 1.200(In)
Point rain (area averaged) = 0.788(In)
Areal adjustment factor = 99.94 %
Adjusted average point rain = 0.788(In)
Sub-Area Data:
Area(Ac.) Runoff Index Impervious %
67.100 56.00 0.900
Total Area Entered = 67.10(Ac.)
RI RI Infil. Rate Impervious Adj. Infil. Rate Area% F
AMC2 AMC-2 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr)
56.0 56.0 0.511 0.900 0.097 1.000 0.097
Sum (F) = 0.097
F.2.l
Packet Pg. 818 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR10110
Area averaged mean soil loss (F) (In/Hr) = 0.097
Minimum soil loss rate ((In/Hr)) = 0.049
(for 24 hour storm duration)
Soil low loss rate (decimal) = 0.100
--------------------------------------------------------------------- Slope of intensity-duration curve for a 1 hour storm =0.5000 ---------------------------------------------------------------------- U n i t H y d r o g r a p h
VALLEY S-Curve
-------------------------------------------------------------------- Unit Hydrograph Data
--------------------------------------------------------------------- Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph % (CFS)
--------------------------------------------------------------------- 1 0.083 104.614 20.612 13.939
2 0.167 209.229 48.679 32.919
3 0.250 313.843 14.978 10.129
4 0.333 418.458 6.821 4.613
5 0.417 523.072 3.802 2.571
6 0.500 627.687 2.435 1.647
7 0.583 732.301 1.462 0.989
8 0.667 836.916 1.210 0.818
Sum = 100.000 Sum= 67.624
----------------------------------------------------------------------- The following loss rate calculations reflect use of the minimum calculated loss rate subtracted from the Storm Rain to produce the maximum Effective Rain value Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max | Low (In/Hr)
1 0.08 4.20 0.397 ( 0.097) 0.040 0.357
2 0.17 4.30 0.406 ( 0.097) 0.041 0.366
3 0.25 5.00 0.473 ( 0.097) 0.047 0.425
4 0.33 5.00 0.473 ( 0.097) 0.047 0.425
5 0.42 5.80 0.548 ( 0.097) 0.055 0.493
6 0.50 6.50 0.614 ( 0.097) 0.061 0.553
7 0.58 7.40 0.699 ( 0.097) 0.070 0.629
8 0.67 8.60 0.813 ( 0.097) 0.081 0.731
9 0.75 12.30 1.162 0.097 ( 0.116) 1.065
10 0.83 29.10 2.750 0.097 ( 0.275) 2.653
11 0.92 6.80 0.643 ( 0.097) 0.064 0.578
12 1.00 5.00 0.473 ( 0.097) 0.047 0.425
(Loss Rate Not Used)
Sum = 100.0 Sum = 8.7
Flood volume = Effective rainfall 0.73(In)
times area 67.1(Ac.)/[(In)/(Ft.)] = 4.1(Ac.Ft)
Total soil loss = 0.06(In)
Total soil loss = 0.348(Ac.Ft)
Total rainfall = 0.79(In)
Flood volume = 176635.1 Cubic Feet
Total soil loss = 15180.3 Cubic Feet
-------------------------------------------------------------------- Peak flow rate of this hydrograph = 112.980(CFS)
-------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 1 - H O U R S T O R M
R u n o f f H y d r o g r a p h
-------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS))
-------------------------------------------------------------------- Time(h+m) Volume Ac.Ft Q(CFS) 0 50.0 100.0 150.0 200.0
----------------------------------------------------------------------- 0+ 5 0.0343 4.98 Q | | | |
0+10 0.1505 16.87 |V Q | | | |
0+15 0.2992 21.60 | V Q | | | |
0+20 0.4734 25.29 | VQ | | | |
0+25 0.6649 27.80 | QV | | | |
0+30 0.8836 31.76 | Q V | | | |
0+35 1.1315 36.00 | Q |V | | |
0+40 1.4156 41.26 | Q | V | | |
0+45 1.7639 50.57 | Q V | | |
0+50 2.3521 85.41 | | Q | V | |
0+55 3.1302 112.98 | | | Q V |
F.2.l
Packet Pg. 819 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR10110
1+ 0 3.5479 60.65 | | Q | | V |
1+ 5 3.8036 37.13 | Q | | | V |
1+10 3.9193 16.80 | Q | | | V |
1+15 3.9845 9.47 |Q | | | V|
1+20 4.0227 5.54 |Q | | | V|
1+25 4.0464 3.44 Q | | | V|
1+30 4.0526 0.89 Q | | | V|
1+35 4.0550 0.35 Q | | | V
-----------------------------------------------------------------------
F.2.l
Packet Pg. 820 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR10310
U n i t H y d r o g r a p h A n a l y s i s
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2014, Version 9.0 Study date 07/31/20 File: 3828PR10310.out
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method
RCFC & WCD Manual date - April 1978
Program License Serial Number 6400
--------------------------------------------------------------------- English (in-lb) Input Units Used
English Rainfall Data (Inches) Input Values Used
English Units used in output format
--------------------------------------------------------------------- TEI JOB 3828
OPTION 1 - HIGH CUBE
PROPOSED CONDITION 10-YEAR STORM EVENT
-------------------------------------------------------------------- Drainage Area = 67.10(Ac.) = 0.105 Sq. Mi.
Drainage Area for Depth-Area Areal Adjustment = 67.10(Ac.) = 0.105 Sq. Mi.
Length along longest watercourse = 3400.00(Ft.)
Length along longest watercourse measured to centroid = 1280.00(Ft.) Length along longest watercourse = 0.644 Mi.
Length along longest watercourse measured to centroid = 0.242 Mi.
Difference in elevation = 44.00(Ft.)
Slope along watercourse = 68.3294 Ft./Mi.
Average Manning's 'N' = 0.015
Lag time = 0.080 Hr.
Lag time = 4.78 Min.
25% of lag time = 1.19 Min.
40% of lag time = 1.91 Min.
Unit time = 5.00 Min.
Duration of storm = 3 Hour(s)
User Entered Base Flow = 0.00(CFS)
2 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 0.80 53.68
100 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 1.86 124.81
STORM EVENT (YEAR) = 10.00
Area Averaged 2-Year Rainfall = 0.800(In)
Area Averaged 100-Year Rainfall = 1.860(In)
Point rain (area averaged) = 1.236(In)
Areal adjustment factor = 99.97 %
Adjusted average point rain = 1.236(In)
Sub-Area Data:
Area(Ac.) Runoff Index Impervious %
67.100 56.00 0.900
Total Area Entered = 67.10(Ac.)
RI RI Infil. Rate Impervious Adj. Infil. Rate Area% F
AMC2 AMC-2 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr)
56.0 56.0 0.511 0.900 0.097 1.000 0.097
Sum (F) = 0.097
F.2.l
Packet Pg. 821 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR10310
Area averaged mean soil loss (F) (In/Hr) = 0.097
Minimum soil loss rate ((In/Hr)) = 0.049
(for 24 hour storm duration)
Soil low loss rate (decimal) = 0.100
--------------------------------------------------------------------- U n i t H y d r o g r a p h
VALLEY S-Curve
-------------------------------------------------------------------- Unit Hydrograph Data
--------------------------------------------------------------------- Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph % (CFS)
--------------------------------------------------------------------- 1 0.083 104.614 20.612 13.939
2 0.167 209.229 48.679 32.919
3 0.250 313.843 14.978 10.129
4 0.333 418.458 6.821 4.613
5 0.417 523.072 3.802 2.571
6 0.500 627.687 2.435 1.647
7 0.583 732.301 1.462 0.989
8 0.667 836.916 1.210 0.818
Sum = 100.000 Sum= 67.624
----------------------------------------------------------------------- The following loss rate calculations reflect use of the minimum calculated loss rate subtracted from the Storm Rain to produce the maximum Effective Rain value Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max | Low (In/Hr)
1 0.08 1.30 0.193 ( 0.097) 0.019 0.173
2 0.17 1.30 0.193 ( 0.097) 0.019 0.173
3 0.25 1.10 0.163 ( 0.097) 0.016 0.147
4 0.33 1.50 0.222 ( 0.097) 0.022 0.200
5 0.42 1.50 0.222 ( 0.097) 0.022 0.200
6 0.50 1.80 0.267 ( 0.097) 0.027 0.240
7 0.58 1.50 0.222 ( 0.097) 0.022 0.200
8 0.67 1.80 0.267 ( 0.097) 0.027 0.240
9 0.75 1.80 0.267 ( 0.097) 0.027 0.240
10 0.83 1.50 0.222 ( 0.097) 0.022 0.200
11 0.92 1.60 0.237 ( 0.097) 0.024 0.214
12 1.00 1.80 0.267 ( 0.097) 0.027 0.240
13 1.08 2.20 0.326 ( 0.097) 0.033 0.294
14 1.17 2.20 0.326 ( 0.097) 0.033 0.294
15 1.25 2.20 0.326 ( 0.097) 0.033 0.294
16 1.33 2.00 0.297 ( 0.097) 0.030 0.267
17 1.42 2.60 0.386 ( 0.097) 0.039 0.347
18 1.50 2.70 0.400 ( 0.097) 0.040 0.360
19 1.58 2.40 0.356 ( 0.097) 0.036 0.320
20 1.67 2.70 0.400 ( 0.097) 0.040 0.360
21 1.75 3.30 0.489 ( 0.097) 0.049 0.440
22 1.83 3.10 0.460 ( 0.097) 0.046 0.414
23 1.92 2.90 0.430 ( 0.097) 0.043 0.387
24 2.00 3.00 0.445 ( 0.097) 0.044 0.400
25 2.08 3.10 0.460 ( 0.097) 0.046 0.414
26 2.17 4.20 0.623 ( 0.097) 0.062 0.561
27 2.25 5.00 0.741 ( 0.097) 0.074 0.667
28 2.33 3.50 0.519 ( 0.097) 0.052 0.467
29 2.42 6.80 1.008 0.097 ( 0.101) 0.911
30 2.50 7.30 1.082 0.097 ( 0.108) 0.985
31 2.58 8.20 1.216 0.097 ( 0.122) 1.119
32 2.67 5.90 0.875 ( 0.097) 0.087 0.787
33 2.75 2.00 0.297 ( 0.097) 0.030 0.267
34 2.83 1.80 0.267 ( 0.097) 0.027 0.240
35 2.92 1.80 0.267 ( 0.097) 0.027 0.240
36 3.00 0.60 0.089 ( 0.097) 0.009 0.080
(Loss Rate Not Used)
Sum = 100.0 Sum = 13.4
Flood volume = Effective rainfall 1.12(In)
times area 67.1(Ac.)/[(In)/(Ft.)] = 6.2(Ac.Ft)
Total soil loss = 0.12(In)
Total soil loss = 0.673(Ac.Ft)
Total rainfall = 1.24(In)
Flood volume = 271693.6 Cubic Feet
Total soil loss = 29296.8 Cubic Feet
--------------------------------------------------------------------
F.2.l
Packet Pg. 822 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR10310
Peak flow rate of this hydrograph = 65.220(CFS)
-------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 3 - H O U R S T O R M
R u n o f f H y d r o g r a p h
-------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS))
-------------------------------------------------------------------- Time(h+m) Volume Ac.Ft Q(CFS) 0 17.5 35.0 52.5 70.0
----------------------------------------------------------------------- 0+ 5 0.0167 2.42 VQ | | | |
0+10 0.0727 8.13 V Q | | | |
0+15 0.1382 9.52 V Q | | | |
0+20 0.2084 10.19 |V Q | | | |
0+25 0.2919 12.12 |V Q | | | |
0+30 0.3840 13.38 | V Q | | | |
0+35 0.4838 14.49 | V Q | | | |
0+40 0.5828 14.37 | V Q | | | |
0+45 0.6898 15.53 | V Q | | | |
0+50 0.7954 15.33 | V Q | | | |
0+55 0.8944 14.39 | V Q | | | |
1+ 0 0.9969 14.87 | V Q | | | |
1+ 5 1.1105 16.50 | V Q| | | |
1+10 1.2379 18.50 | V Q | | |
1+15 1.3699 19.16 | V Q | | |
1+20 1.5013 19.09 | VQ | | |
1+25 1.6355 19.49 | VQ | | |
1+30 1.7882 22.17 | |VQ | | |
1+35 1.9453 22.81 | | VQ | | |
1+40 2.1004 22.53 | | QV | | |
1+45 2.2711 24.78 | | Q | | |
1+50 2.4599 27.41 | | Q | | |
1+55 2.6467 27.13 | | QV | | |
2+ 0 2.8303 26.65 | | Q V | | |
2+ 5 3.0171 27.13 | | Q V| | |
2+10 3.2216 29.70 | | Q V | |
2+15 3.4710 36.22 | | Q V | |
2+20 3.7363 38.52 | | | QV | |
2+25 4.0110 39.89 | | | Q V | |
2+30 4.3857 54.41 | | | V |Q |
2+35 4.8185 62.83 | | | V Q |
2+40 5.2676 65.22 | | | | V Q |
2+45 5.6104 49.78 | | | Q | V |
2+50 5.8193 30.33 | | Q | | V |
2+55 5.9804 23.39 | | Q | | V |
3+ 0 6.1063 18.28 | Q | | V|
3+ 5 6.1757 10.08 | Q | | | V|
3+10 6.2079 4.67 | Q | | | V|
3+15 6.2237 2.29 |Q | | | V|
3+20 6.2310 1.06 Q | | | V|
3+25 6.2349 0.57 Q | | | V|
3+30 6.2368 0.28 Q | | | V|
3+35 6.2372 0.07 Q | | | V|
-----------------------------------------------------------------------
F.2.l
Packet Pg. 823 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR10610
U n i t H y d r o g r a p h A n a l y s i s
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2014, Version 9.0 Study date 07/31/20 File: 3828PR10610.out
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method
RCFC & WCD Manual date - April 1978
Program License Serial Number 6400
--------------------------------------------------------------------- English (in-lb) Input Units Used
English Rainfall Data (Inches) Input Values Used
English Units used in output format
--------------------------------------------------------------------- TEI JOB 3828
OPTION 1 - HIGH CUBE
PROPOSED CONDITION 10-YEAR STORM EVENT
-------------------------------------------------------------------- Drainage Area = 67.10(Ac.) = 0.105 Sq. Mi.
Drainage Area for Depth-Area Areal Adjustment = 67.10(Ac.) = 0.105 Sq. Mi.
Length along longest watercourse = 3400.00(Ft.)
Length along longest watercourse measured to centroid = 1280.00(Ft.) Length along longest watercourse = 0.644 Mi.
Length along longest watercourse measured to centroid = 0.242 Mi.
Difference in elevation = 44.00(Ft.)
Slope along watercourse = 68.3294 Ft./Mi.
Average Manning's 'N' = 0.015
Lag time = 0.080 Hr.
Lag time = 4.78 Min.
25% of lag time = 1.19 Min.
40% of lag time = 1.91 Min.
Unit time = 5.00 Min.
Duration of storm = 6 Hour(s)
User Entered Base Flow = 0.00(CFS)
2 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 1.15 77.16
100 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 2.50 167.75
STORM EVENT (YEAR) = 10.00
Area Averaged 2-Year Rainfall = 1.150(In)
Area Averaged 100-Year Rainfall = 2.500(In)
Point rain (area averaged) = 1.705(In)
Areal adjustment factor = 99.98 %
Adjusted average point rain = 1.705(In)
Sub-Area Data:
Area(Ac.) Runoff Index Impervious %
67.100 56.00 0.900
Total Area Entered = 67.10(Ac.)
RI RI Infil. Rate Impervious Adj. Infil. Rate Area% F
AMC2 AMC-2 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr)
56.0 56.0 0.511 0.900 0.097 1.000 0.097
Sum (F) = 0.097
F.2.l
Packet Pg. 824 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR10610
Area averaged mean soil loss (F) (In/Hr) = 0.097
Minimum soil loss rate ((In/Hr)) = 0.049
(for 24 hour storm duration)
Soil low loss rate (decimal) = 0.100
--------------------------------------------------------------------- U n i t H y d r o g r a p h
VALLEY S-Curve
-------------------------------------------------------------------- Unit Hydrograph Data
--------------------------------------------------------------------- Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph % (CFS)
--------------------------------------------------------------------- 1 0.083 104.614 20.612 13.939
2 0.167 209.229 48.679 32.919
3 0.250 313.843 14.978 10.129
4 0.333 418.458 6.821 4.613
5 0.417 523.072 3.802 2.571
6 0.500 627.687 2.435 1.647
7 0.583 732.301 1.462 0.989
8 0.667 836.916 1.210 0.818
Sum = 100.000 Sum= 67.624
----------------------------------------------------------------------- The following loss rate calculations reflect use of the minimum calculated loss rate subtracted from the Storm Rain to produce the maximum Effective Rain value Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max | Low (In/Hr)
1 0.08 0.50 0.102 ( 0.097) 0.010 0.092
2 0.17 0.60 0.123 ( 0.097) 0.012 0.110
3 0.25 0.60 0.123 ( 0.097) 0.012 0.110
4 0.33 0.60 0.123 ( 0.097) 0.012 0.110
5 0.42 0.60 0.123 ( 0.097) 0.012 0.110
6 0.50 0.70 0.143 ( 0.097) 0.014 0.129
7 0.58 0.70 0.143 ( 0.097) 0.014 0.129
8 0.67 0.70 0.143 ( 0.097) 0.014 0.129
9 0.75 0.70 0.143 ( 0.097) 0.014 0.129
10 0.83 0.70 0.143 ( 0.097) 0.014 0.129
11 0.92 0.70 0.143 ( 0.097) 0.014 0.129
12 1.00 0.80 0.164 ( 0.097) 0.016 0.147
13 1.08 0.80 0.164 ( 0.097) 0.016 0.147
14 1.17 0.80 0.164 ( 0.097) 0.016 0.147
15 1.25 0.80 0.164 ( 0.097) 0.016 0.147
16 1.33 0.80 0.164 ( 0.097) 0.016 0.147
17 1.42 0.80 0.164 ( 0.097) 0.016 0.147
18 1.50 0.80 0.164 ( 0.097) 0.016 0.147
19 1.58 0.80 0.164 ( 0.097) 0.016 0.147
20 1.67 0.80 0.164 ( 0.097) 0.016 0.147
21 1.75 0.80 0.164 ( 0.097) 0.016 0.147
22 1.83 0.80 0.164 ( 0.097) 0.016 0.147
23 1.92 0.80 0.164 ( 0.097) 0.016 0.147
24 2.00 0.90 0.184 ( 0.097) 0.018 0.166
25 2.08 0.80 0.164 ( 0.097) 0.016 0.147
26 2.17 0.90 0.184 ( 0.097) 0.018 0.166
27 2.25 0.90 0.184 ( 0.097) 0.018 0.166
28 2.33 0.90 0.184 ( 0.097) 0.018 0.166
29 2.42 0.90 0.184 ( 0.097) 0.018 0.166
30 2.50 0.90 0.184 ( 0.097) 0.018 0.166
31 2.58 0.90 0.184 ( 0.097) 0.018 0.166
32 2.67 0.90 0.184 ( 0.097) 0.018 0.166
33 2.75 1.00 0.205 ( 0.097) 0.020 0.184
34 2.83 1.00 0.205 ( 0.097) 0.020 0.184
35 2.92 1.00 0.205 ( 0.097) 0.020 0.184
36 3.00 1.00 0.205 ( 0.097) 0.020 0.184
37 3.08 1.00 0.205 ( 0.097) 0.020 0.184
38 3.17 1.10 0.225 ( 0.097) 0.023 0.203
39 3.25 1.10 0.225 ( 0.097) 0.023 0.203
40 3.33 1.10 0.225 ( 0.097) 0.023 0.203
41 3.42 1.20 0.246 ( 0.097) 0.025 0.221
42 3.50 1.30 0.266 ( 0.097) 0.027 0.239
43 3.58 1.40 0.286 ( 0.097) 0.029 0.258
44 3.67 1.40 0.286 ( 0.097) 0.029 0.258
45 3.75 1.50 0.307 ( 0.097) 0.031 0.276
46 3.83 1.50 0.307 ( 0.097) 0.031 0.276
F.2.l
Packet Pg. 825 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR10610
47 3.92 1.60 0.327 ( 0.097) 0.033 0.295
48 4.00 1.60 0.327 ( 0.097) 0.033 0.295
49 4.08 1.70 0.348 ( 0.097) 0.035 0.313
50 4.17 1.80 0.368 ( 0.097) 0.037 0.331
51 4.25 1.90 0.389 ( 0.097) 0.039 0.350
52 4.33 2.00 0.409 ( 0.097) 0.041 0.368
53 4.42 2.10 0.430 ( 0.097) 0.043 0.387
54 4.50 2.10 0.430 ( 0.097) 0.043 0.387
55 4.58 2.20 0.450 ( 0.097) 0.045 0.405
56 4.67 2.30 0.471 ( 0.097) 0.047 0.424
57 4.75 2.40 0.491 ( 0.097) 0.049 0.442
58 4.83 2.40 0.491 ( 0.097) 0.049 0.442
59 4.92 2.50 0.512 ( 0.097) 0.051 0.460
60 5.00 2.60 0.532 ( 0.097) 0.053 0.479
61 5.08 3.10 0.634 ( 0.097) 0.063 0.571
62 5.17 3.60 0.737 ( 0.097) 0.074 0.663
63 5.25 3.90 0.798 ( 0.097) 0.080 0.718
64 5.33 4.20 0.859 ( 0.097) 0.086 0.773
65 5.42 4.70 0.962 ( 0.097) 0.096 0.865
66 5.50 5.60 1.146 0.097 ( 0.115) 1.049
67 5.58 1.90 0.389 ( 0.097) 0.039 0.350
68 5.67 0.90 0.184 ( 0.097) 0.018 0.166
69 5.75 0.60 0.123 ( 0.097) 0.012 0.110
70 5.83 0.50 0.102 ( 0.097) 0.010 0.092
71 5.92 0.30 0.061 ( 0.097) 0.006 0.055
72 6.00 0.20 0.041 ( 0.097) 0.004 0.037
(Loss Rate Not Used)
Sum = 100.0 Sum = 18.4
Flood volume = Effective rainfall 1.54(In)
times area 67.1(Ac.)/[(In)/(Ft.)] = 8.6(Ac.Ft)
Total soil loss = 0.17(In)
Total soil loss = 0.945(Ac.Ft)
Total rainfall = 1.71(In)
Flood volume = 374120.1 Cubic Feet
Total soil loss = 41173.7 Cubic Feet
-------------------------------------------------------------------- Peak flow rate of this hydrograph = 57.779(CFS)
-------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6 - H O U R S T O R M
R u n o f f H y d r o g r a p h
-------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS))
-------------------------------------------------------------------- Time(h+m) Volume Ac.Ft Q(CFS) 0 15.0 30.0 45.0 60.0
----------------------------------------------------------------------- 0+ 5 0.0088 1.28 Q | | | |
0+10 0.0403 4.57 V Q | | | |
0+15 0.0824 6.11 V Q | | | |
0+20 0.1287 6.72 V Q | | | |
0+25 0.1773 7.05 V Q | | | |
0+30 0.2289 7.50 |V Q | | | |
0+35 0.2856 8.23 |V Q | | | |
0+40 0.3442 8.51 |V Q | | | |
0+45 0.4035 8.61 |V Q | | | |
0+50 0.4632 8.66 | V Q | | | |
0+55 0.5230 8.69 | V Q | | | |
1+ 0 0.5847 8.96 | V Q | | | |
1+ 5 0.6507 9.58 | V Q | | | |
1+10 0.7180 9.77 | V Q | | | |
1+15 0.7859 9.86 | V Q | | | |
1+20 0.8541 9.90 | V Q | | | |
1+25 0.9225 9.93 | V Q | | | |
1+30 0.9911 9.95 | V Q | | | |
1+35 1.0597 9.97 | V Q | | | |
1+40 1.1283 9.97 | VQ | | | |
1+45 1.1970 9.97 | VQ | | | |
1+50 1.2656 9.97 | VQ | | | |
1+55 1.3343 9.97 | Q | | | |
2+ 0 1.4047 10.22 | Q | | | |
2+ 5 1.4775 10.57 | VQ | | | |
2+10 1.5492 10.41 | QV | | | |
2+15 1.6244 10.92 | Q | | | |
2+20 1.7006 11.06 | Q | | | |
2+25 1.7773 11.13 | QV | | | |
2+30 1.8542 11.17 | QV | | | |
F.2.l
Packet Pg. 826 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR10610
2+35 1.9313 11.19 | QV | | | |
2+40 2.0084 11.20 | Q V| | | |
2+45 2.0874 11.47 | Q V| | | |
2+50 2.1705 12.08 | Q V | | |
2+55 2.2550 12.26 | Q V | | |
3+ 0 2.3400 12.35 | Q V | | |
3+ 5 2.4254 12.40 | Q |V | | |
3+10 2.5127 12.68 | Q |V | | |
3+15 2.6044 13.31 | Q | V | | |
3+20 2.6974 13.51 | Q| V | | |
3+25 2.7928 13.85 | Q| V | | |
3+30 2.8945 14.76 | Q| V | | |
3+35 3.0036 15.84 | Q V | | |
3+40 3.1189 16.74 | |Q V | | |
3+45 3.2382 17.33 | |Q V | | |
3+50 3.3628 18.10 | | Q V | | |
3+55 3.4912 18.64 | | Q V | | |
4+ 0 3.6247 19.39 | | Q V | | |
4+ 5 3.7619 19.92 | | Q V | | |
4+10 3.9059 20.91 | | Q V | | |
4+15 4.0576 22.03 | | Q V | | |
4+20 4.2174 23.21 | | Q V| | |
4+25 4.3855 24.41 | | Q V | |
4+30 4.5603 25.38 | | Q |V | |
4+35 4.7394 26.00 | | Q | V | |
4+40 4.9257 27.06 | | Q | V | |
4+45 5.1201 28.22 | | Q | V | |
4+50 5.3209 29.16 | | Q| V | |
4+55 5.5260 29.77 | | Q| V | |
5+ 0 5.7382 30.81 | | Q V | |
5+ 5 5.9654 32.99 | | |Q V | |
5+10 6.2246 37.64 | | | Q V | |
5+15 6.5176 42.54 | | | Q V |
5+20 6.8384 46.58 | | | |Q |
5+25 7.1893 50.95 | | | | Q |
5+30 7.5872 57.78 | | | | V Q |
5+35 7.9705 55.66 | | | | Q |
5+40 8.1961 32.75 | | |Q | V |
5+45 8.3348 20.14 | | Q | | V |
5+50 8.4291 13.69 | Q| | | V|
5+55 8.4966 9.80 | Q | | | V|
6+ 0 8.5415 6.52 | Q | | | V|
6+ 5 8.5688 3.96 | Q | | | V|
6+10 8.5791 1.50 Q | | | V|
6+15 8.5840 0.71 Q | | | V|
6+20 8.5865 0.37 Q | | | V|
6+25 8.5878 0.19 Q | | | V|
6+30 8.5884 0.08 Q | | | V|
6+35 8.5886 0.03 Q | | | V|
-----------------------------------------------------------------------
F.2.l
Packet Pg. 827 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR102410
U n i t H y d r o g r a p h A n a l y s i s
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2014, Version 9.0 Study date 07/31/20 File: 3828PR102410.out
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method
RCFC & WCD Manual date - April 1978
Program License Serial Number 6400
--------------------------------------------------------------------- English (in-lb) Input Units Used
English Rainfall Data (Inches) Input Values Used
English Units used in output format
--------------------------------------------------------------------- TEI JOB 3828
OPTION 1 - HIGH CUBE
PROPOSED CONDITION 10-YEAR STORM EVENT
-------------------------------------------------------------------- Drainage Area = 67.10(Ac.) = 0.105 Sq. Mi.
Drainage Area for Depth-Area Areal Adjustment = 67.10(Ac.) = 0.105 Sq. Mi.
Length along longest watercourse = 3400.00(Ft.)
Length along longest watercourse measured to centroid = 1280.00(Ft.) Length along longest watercourse = 0.644 Mi.
Length along longest watercourse measured to centroid = 0.242 Mi.
Difference in elevation = 44.00(Ft.)
Slope along watercourse = 68.3294 Ft./Mi.
Average Manning's 'N' = 0.015
Lag time = 0.080 Hr.
Lag time = 4.78 Min.
25% of lag time = 1.19 Min.
40% of lag time = 1.91 Min.
Unit time = 5.00 Min.
Duration of storm = 24 Hour(s)
User Entered Base Flow = 0.00(CFS)
2 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 1.75 117.42
100 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 4.50 301.95
STORM EVENT (YEAR) = 10.00
Area Averaged 2-Year Rainfall = 1.750(In)
Area Averaged 100-Year Rainfall = 4.500(In)
Point rain (area averaged) = 2.881(In)
Areal adjustment factor = 99.99 %
Adjusted average point rain = 2.881(In)
Sub-Area Data:
Area(Ac.) Runoff Index Impervious %
67.100 56.00 0.900
Total Area Entered = 67.10(Ac.)
RI RI Infil. Rate Impervious Adj. Infil. Rate Area% F
AMC2 AMC-2 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr)
56.0 56.0 0.511 0.900 0.097 1.000 0.097
Sum (F) = 0.097
F.2.l
Packet Pg. 828 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR102410
Area averaged mean soil loss (F) (In/Hr) = 0.097
Minimum soil loss rate ((In/Hr)) = 0.049
(for 24 hour storm duration)
Soil low loss rate (decimal) = 0.100
--------------------------------------------------------------------- U n i t H y d r o g r a p h
VALLEY S-Curve
-------------------------------------------------------------------- Unit Hydrograph Data
--------------------------------------------------------------------- Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph % (CFS)
--------------------------------------------------------------------- 1 0.083 104.614 20.612 13.939
2 0.167 209.229 48.679 32.919
3 0.250 313.843 14.978 10.129
4 0.333 418.458 6.821 4.613
5 0.417 523.072 3.802 2.571
6 0.500 627.687 2.435 1.647
7 0.583 732.301 1.462 0.989
8 0.667 836.916 1.210 0.818
Sum = 100.000 Sum= 67.624
----------------------------------------------------------------------- The following loss rate calculations reflect use of the minimum calculated loss rate subtracted from the Storm Rain to produce the maximum Effective Rain value Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max | Low (In/Hr)
1 0.08 0.07 0.023 ( 0.172) 0.002 0.021
2 0.17 0.07 0.023 ( 0.171) 0.002 0.021
3 0.25 0.07 0.023 ( 0.171) 0.002 0.021
4 0.33 0.10 0.035 ( 0.170) 0.003 0.031
5 0.42 0.10 0.035 ( 0.169) 0.003 0.031
6 0.50 0.10 0.035 ( 0.169) 0.003 0.031
7 0.58 0.10 0.035 ( 0.168) 0.003 0.031
8 0.67 0.10 0.035 ( 0.167) 0.003 0.031
9 0.75 0.10 0.035 ( 0.167) 0.003 0.031
10 0.83 0.13 0.046 ( 0.166) 0.005 0.041
11 0.92 0.13 0.046 ( 0.165) 0.005 0.041
12 1.00 0.13 0.046 ( 0.165) 0.005 0.041
13 1.08 0.10 0.035 ( 0.164) 0.003 0.031
14 1.17 0.10 0.035 ( 0.163) 0.003 0.031
15 1.25 0.10 0.035 ( 0.163) 0.003 0.031
16 1.33 0.10 0.035 ( 0.162) 0.003 0.031
17 1.42 0.10 0.035 ( 0.162) 0.003 0.031
18 1.50 0.10 0.035 ( 0.161) 0.003 0.031
19 1.58 0.10 0.035 ( 0.160) 0.003 0.031
20 1.67 0.10 0.035 ( 0.160) 0.003 0.031
21 1.75 0.10 0.035 ( 0.159) 0.003 0.031
22 1.83 0.13 0.046 ( 0.158) 0.005 0.041
23 1.92 0.13 0.046 ( 0.158) 0.005 0.041
24 2.00 0.13 0.046 ( 0.157) 0.005 0.041
25 2.08 0.13 0.046 ( 0.156) 0.005 0.041
26 2.17 0.13 0.046 ( 0.156) 0.005 0.041
27 2.25 0.13 0.046 ( 0.155) 0.005 0.041
28 2.33 0.13 0.046 ( 0.155) 0.005 0.041
29 2.42 0.13 0.046 ( 0.154) 0.005 0.041
30 2.50 0.13 0.046 ( 0.153) 0.005 0.041
31 2.58 0.17 0.058 ( 0.153) 0.006 0.052
32 2.67 0.17 0.058 ( 0.152) 0.006 0.052
33 2.75 0.17 0.058 ( 0.151) 0.006 0.052
34 2.83 0.17 0.058 ( 0.151) 0.006 0.052
35 2.92 0.17 0.058 ( 0.150) 0.006 0.052
36 3.00 0.17 0.058 ( 0.150) 0.006 0.052
37 3.08 0.17 0.058 ( 0.149) 0.006 0.052
38 3.17 0.17 0.058 ( 0.148) 0.006 0.052
39 3.25 0.17 0.058 ( 0.148) 0.006 0.052
40 3.33 0.17 0.058 ( 0.147) 0.006 0.052
41 3.42 0.17 0.058 ( 0.146) 0.006 0.052
42 3.50 0.17 0.058 ( 0.146) 0.006 0.052
43 3.58 0.17 0.058 ( 0.145) 0.006 0.052
44 3.67 0.17 0.058 ( 0.145) 0.006 0.052
45 3.75 0.17 0.058 ( 0.144) 0.006 0.052
46 3.83 0.20 0.069 ( 0.143) 0.007 0.062
F.2.l
Packet Pg. 829 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR102410
47 3.92 0.20 0.069 ( 0.143) 0.007 0.062
48 4.00 0.20 0.069 ( 0.142) 0.007 0.062
49 4.08 0.20 0.069 ( 0.142) 0.007 0.062
50 4.17 0.20 0.069 ( 0.141) 0.007 0.062
51 4.25 0.20 0.069 ( 0.140) 0.007 0.062
52 4.33 0.23 0.081 ( 0.140) 0.008 0.073
53 4.42 0.23 0.081 ( 0.139) 0.008 0.073
54 4.50 0.23 0.081 ( 0.139) 0.008 0.073
55 4.58 0.23 0.081 ( 0.138) 0.008 0.073
56 4.67 0.23 0.081 ( 0.137) 0.008 0.073
57 4.75 0.23 0.081 ( 0.137) 0.008 0.073
58 4.83 0.27 0.092 ( 0.136) 0.009 0.083
59 4.92 0.27 0.092 ( 0.136) 0.009 0.083
60 5.00 0.27 0.092 ( 0.135) 0.009 0.083
61 5.08 0.20 0.069 ( 0.134) 0.007 0.062
62 5.17 0.20 0.069 ( 0.134) 0.007 0.062
63 5.25 0.20 0.069 ( 0.133) 0.007 0.062
64 5.33 0.23 0.081 ( 0.133) 0.008 0.073
65 5.42 0.23 0.081 ( 0.132) 0.008 0.073
66 5.50 0.23 0.081 ( 0.132) 0.008 0.073
67 5.58 0.27 0.092 ( 0.131) 0.009 0.083
68 5.67 0.27 0.092 ( 0.130) 0.009 0.083
69 5.75 0.27 0.092 ( 0.130) 0.009 0.083
70 5.83 0.27 0.092 ( 0.129) 0.009 0.083
71 5.92 0.27 0.092 ( 0.129) 0.009 0.083
72 6.00 0.27 0.092 ( 0.128) 0.009 0.083
73 6.08 0.30 0.104 ( 0.128) 0.010 0.093
74 6.17 0.30 0.104 ( 0.127) 0.010 0.093
75 6.25 0.30 0.104 ( 0.126) 0.010 0.093
76 6.33 0.30 0.104 ( 0.126) 0.010 0.093
77 6.42 0.30 0.104 ( 0.125) 0.010 0.093
78 6.50 0.30 0.104 ( 0.125) 0.010 0.093
79 6.58 0.33 0.115 ( 0.124) 0.012 0.104
80 6.67 0.33 0.115 ( 0.124) 0.012 0.104
81 6.75 0.33 0.115 ( 0.123) 0.012 0.104
82 6.83 0.33 0.115 ( 0.122) 0.012 0.104
83 6.92 0.33 0.115 ( 0.122) 0.012 0.104
84 7.00 0.33 0.115 ( 0.121) 0.012 0.104
85 7.08 0.33 0.115 ( 0.121) 0.012 0.104
86 7.17 0.33 0.115 ( 0.120) 0.012 0.104
87 7.25 0.33 0.115 ( 0.120) 0.012 0.104
88 7.33 0.37 0.127 ( 0.119) 0.013 0.114
89 7.42 0.37 0.127 ( 0.119) 0.013 0.114
90 7.50 0.37 0.127 ( 0.118) 0.013 0.114
91 7.58 0.40 0.138 ( 0.118) 0.014 0.124
92 7.67 0.40 0.138 ( 0.117) 0.014 0.124
93 7.75 0.40 0.138 ( 0.116) 0.014 0.124
94 7.83 0.43 0.150 ( 0.116) 0.015 0.135
95 7.92 0.43 0.150 ( 0.115) 0.015 0.135
96 8.00 0.43 0.150 ( 0.115) 0.015 0.135
97 8.08 0.50 0.173 ( 0.114) 0.017 0.156
98 8.17 0.50 0.173 ( 0.114) 0.017 0.156
99 8.25 0.50 0.173 ( 0.113) 0.017 0.156
100 8.33 0.50 0.173 ( 0.113) 0.017 0.156
101 8.42 0.50 0.173 ( 0.112) 0.017 0.156
102 8.50 0.50 0.173 ( 0.112) 0.017 0.156
103 8.58 0.53 0.184 ( 0.111) 0.018 0.166
104 8.67 0.53 0.184 ( 0.111) 0.018 0.166
105 8.75 0.53 0.184 ( 0.110) 0.018 0.166
106 8.83 0.57 0.196 ( 0.110) 0.020 0.176
107 8.92 0.57 0.196 ( 0.109) 0.020 0.176
108 9.00 0.57 0.196 ( 0.109) 0.020 0.176
109 9.08 0.63 0.219 ( 0.108) 0.022 0.197
110 9.17 0.63 0.219 ( 0.108) 0.022 0.197
111 9.25 0.63 0.219 ( 0.107) 0.022 0.197
112 9.33 0.67 0.230 ( 0.107) 0.023 0.207
113 9.42 0.67 0.230 ( 0.106) 0.023 0.207
114 9.50 0.67 0.230 ( 0.105) 0.023 0.207
115 9.58 0.70 0.242 ( 0.105) 0.024 0.218
116 9.67 0.70 0.242 ( 0.104) 0.024 0.218
117 9.75 0.70 0.242 ( 0.104) 0.024 0.218
118 9.83 0.73 0.254 ( 0.103) 0.025 0.228
119 9.92 0.73 0.254 ( 0.103) 0.025 0.228
120 10.00 0.73 0.254 ( 0.102) 0.025 0.228
121 10.08 0.50 0.173 ( 0.102) 0.017 0.156
122 10.17 0.50 0.173 ( 0.101) 0.017 0.156
123 10.25 0.50 0.173 ( 0.101) 0.017 0.156
F.2.l
Packet Pg. 830 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR102410
124 10.33 0.50 0.173 ( 0.101) 0.017 0.156
125 10.42 0.50 0.173 ( 0.100) 0.017 0.156
126 10.50 0.50 0.173 ( 0.100) 0.017 0.156
127 10.58 0.67 0.230 ( 0.099) 0.023 0.207
128 10.67 0.67 0.230 ( 0.099) 0.023 0.207
129 10.75 0.67 0.230 ( 0.098) 0.023 0.207
130 10.83 0.67 0.230 ( 0.098) 0.023 0.207
131 10.92 0.67 0.230 ( 0.097) 0.023 0.207
132 11.00 0.67 0.230 ( 0.097) 0.023 0.207
133 11.08 0.63 0.219 ( 0.096) 0.022 0.197
134 11.17 0.63 0.219 ( 0.096) 0.022 0.197
135 11.25 0.63 0.219 ( 0.095) 0.022 0.197
136 11.33 0.63 0.219 ( 0.095) 0.022 0.197
137 11.42 0.63 0.219 ( 0.094) 0.022 0.197
138 11.50 0.63 0.219 ( 0.094) 0.022 0.197
139 11.58 0.57 0.196 ( 0.093) 0.020 0.176
140 11.67 0.57 0.196 ( 0.093) 0.020 0.176
141 11.75 0.57 0.196 ( 0.092) 0.020 0.176
142 11.83 0.60 0.207 ( 0.092) 0.021 0.187
143 11.92 0.60 0.207 ( 0.092) 0.021 0.187
144 12.00 0.60 0.207 ( 0.091) 0.021 0.187
145 12.08 0.83 0.288 ( 0.091) 0.029 0.259
146 12.17 0.83 0.288 ( 0.090) 0.029 0.259
147 12.25 0.83 0.288 ( 0.090) 0.029 0.259
148 12.33 0.87 0.300 ( 0.089) 0.030 0.270
149 12.42 0.87 0.300 ( 0.089) 0.030 0.270
150 12.50 0.87 0.300 ( 0.088) 0.030 0.270
151 12.58 0.93 0.323 ( 0.088) 0.032 0.290
152 12.67 0.93 0.323 ( 0.087) 0.032 0.290
153 12.75 0.93 0.323 ( 0.087) 0.032 0.290
154 12.83 0.97 0.334 ( 0.087) 0.033 0.301
155 12.92 0.97 0.334 ( 0.086) 0.033 0.301
156 13.00 0.97 0.334 ( 0.086) 0.033 0.301
157 13.08 1.13 0.392 ( 0.085) 0.039 0.353
158 13.17 1.13 0.392 ( 0.085) 0.039 0.353
159 13.25 1.13 0.392 ( 0.084) 0.039 0.353
160 13.33 1.13 0.392 ( 0.084) 0.039 0.353
161 13.42 1.13 0.392 ( 0.084) 0.039 0.353
162 13.50 1.13 0.392 ( 0.083) 0.039 0.353
163 13.58 0.77 0.265 ( 0.083) 0.027 0.239
164 13.67 0.77 0.265 ( 0.082) 0.027 0.239
165 13.75 0.77 0.265 ( 0.082) 0.027 0.239
166 13.83 0.77 0.265 ( 0.081) 0.027 0.239
167 13.92 0.77 0.265 ( 0.081) 0.027 0.239
168 14.00 0.77 0.265 ( 0.081) 0.027 0.239
169 14.08 0.90 0.311 ( 0.080) 0.031 0.280
170 14.17 0.90 0.311 ( 0.080) 0.031 0.280
171 14.25 0.90 0.311 ( 0.079) 0.031 0.280
172 14.33 0.87 0.300 ( 0.079) 0.030 0.270
173 14.42 0.87 0.300 ( 0.079) 0.030 0.270
174 14.50 0.87 0.300 ( 0.078) 0.030 0.270
175 14.58 0.87 0.300 ( 0.078) 0.030 0.270
176 14.67 0.87 0.300 ( 0.077) 0.030 0.270
177 14.75 0.87 0.300 ( 0.077) 0.030 0.270
178 14.83 0.83 0.288 ( 0.077) 0.029 0.259
179 14.92 0.83 0.288 ( 0.076) 0.029 0.259
180 15.00 0.83 0.288 ( 0.076) 0.029 0.259
181 15.08 0.80 0.277 ( 0.075) 0.028 0.249
182 15.17 0.80 0.277 ( 0.075) 0.028 0.249
183 15.25 0.80 0.277 ( 0.075) 0.028 0.249
184 15.33 0.77 0.265 ( 0.074) 0.027 0.239
185 15.42 0.77 0.265 ( 0.074) 0.027 0.239
186 15.50 0.77 0.265 ( 0.073) 0.027 0.239
187 15.58 0.63 0.219 ( 0.073) 0.022 0.197
188 15.67 0.63 0.219 ( 0.073) 0.022 0.197
189 15.75 0.63 0.219 ( 0.072) 0.022 0.197
190 15.83 0.63 0.219 ( 0.072) 0.022 0.197
191 15.92 0.63 0.219 ( 0.072) 0.022 0.197
192 16.00 0.63 0.219 ( 0.071) 0.022 0.197
193 16.08 0.13 0.046 ( 0.071) 0.005 0.041
194 16.17 0.13 0.046 ( 0.071) 0.005 0.041
195 16.25 0.13 0.046 ( 0.070) 0.005 0.041
196 16.33 0.13 0.046 ( 0.070) 0.005 0.041
197 16.42 0.13 0.046 ( 0.069) 0.005 0.041
198 16.50 0.13 0.046 ( 0.069) 0.005 0.041
199 16.58 0.10 0.035 ( 0.069) 0.003 0.031
200 16.67 0.10 0.035 ( 0.068) 0.003 0.031
F.2.l
Packet Pg. 831 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR102410
201 16.75 0.10 0.035 ( 0.068) 0.003 0.031
202 16.83 0.10 0.035 ( 0.068) 0.003 0.031
203 16.92 0.10 0.035 ( 0.067) 0.003 0.031
204 17.00 0.10 0.035 ( 0.067) 0.003 0.031
205 17.08 0.17 0.058 ( 0.067) 0.006 0.052
206 17.17 0.17 0.058 ( 0.066) 0.006 0.052
207 17.25 0.17 0.058 ( 0.066) 0.006 0.052
208 17.33 0.17 0.058 ( 0.066) 0.006 0.052
209 17.42 0.17 0.058 ( 0.065) 0.006 0.052
210 17.50 0.17 0.058 ( 0.065) 0.006 0.052
211 17.58 0.17 0.058 ( 0.065) 0.006 0.052
212 17.67 0.17 0.058 ( 0.064) 0.006 0.052
213 17.75 0.17 0.058 ( 0.064) 0.006 0.052
214 17.83 0.13 0.046 ( 0.064) 0.005 0.041
215 17.92 0.13 0.046 ( 0.063) 0.005 0.041
216 18.00 0.13 0.046 ( 0.063) 0.005 0.041
217 18.08 0.13 0.046 ( 0.063) 0.005 0.041
218 18.17 0.13 0.046 ( 0.063) 0.005 0.041
219 18.25 0.13 0.046 ( 0.062) 0.005 0.041
220 18.33 0.13 0.046 ( 0.062) 0.005 0.041
221 18.42 0.13 0.046 ( 0.062) 0.005 0.041
222 18.50 0.13 0.046 ( 0.061) 0.005 0.041
223 18.58 0.10 0.035 ( 0.061) 0.003 0.031
224 18.67 0.10 0.035 ( 0.061) 0.003 0.031
225 18.75 0.10 0.035 ( 0.060) 0.003 0.031
226 18.83 0.07 0.023 ( 0.060) 0.002 0.021
227 18.92 0.07 0.023 ( 0.060) 0.002 0.021
228 19.00 0.07 0.023 ( 0.060) 0.002 0.021
229 19.08 0.10 0.035 ( 0.059) 0.003 0.031
230 19.17 0.10 0.035 ( 0.059) 0.003 0.031
231 19.25 0.10 0.035 ( 0.059) 0.003 0.031
232 19.33 0.13 0.046 ( 0.058) 0.005 0.041
233 19.42 0.13 0.046 ( 0.058) 0.005 0.041
234 19.50 0.13 0.046 ( 0.058) 0.005 0.041
235 19.58 0.10 0.035 ( 0.058) 0.003 0.031
236 19.67 0.10 0.035 ( 0.057) 0.003 0.031
237 19.75 0.10 0.035 ( 0.057) 0.003 0.031
238 19.83 0.07 0.023 ( 0.057) 0.002 0.021
239 19.92 0.07 0.023 ( 0.057) 0.002 0.021
240 20.00 0.07 0.023 ( 0.056) 0.002 0.021
241 20.08 0.10 0.035 ( 0.056) 0.003 0.031
242 20.17 0.10 0.035 ( 0.056) 0.003 0.031
243 20.25 0.10 0.035 ( 0.056) 0.003 0.031
244 20.33 0.10 0.035 ( 0.055) 0.003 0.031
245 20.42 0.10 0.035 ( 0.055) 0.003 0.031
246 20.50 0.10 0.035 ( 0.055) 0.003 0.031
247 20.58 0.10 0.035 ( 0.055) 0.003 0.031
248 20.67 0.10 0.035 ( 0.054) 0.003 0.031
249 20.75 0.10 0.035 ( 0.054) 0.003 0.031
250 20.83 0.07 0.023 ( 0.054) 0.002 0.021
251 20.92 0.07 0.023 ( 0.054) 0.002 0.021
252 21.00 0.07 0.023 ( 0.054) 0.002 0.021
253 21.08 0.10 0.035 ( 0.053) 0.003 0.031
254 21.17 0.10 0.035 ( 0.053) 0.003 0.031
255 21.25 0.10 0.035 ( 0.053) 0.003 0.031
256 21.33 0.07 0.023 ( 0.053) 0.002 0.021
257 21.42 0.07 0.023 ( 0.053) 0.002 0.021
258 21.50 0.07 0.023 ( 0.052) 0.002 0.021
259 21.58 0.10 0.035 ( 0.052) 0.003 0.031
260 21.67 0.10 0.035 ( 0.052) 0.003 0.031
261 21.75 0.10 0.035 ( 0.052) 0.003 0.031
262 21.83 0.07 0.023 ( 0.052) 0.002 0.021
263 21.92 0.07 0.023 ( 0.051) 0.002 0.021
264 22.00 0.07 0.023 ( 0.051) 0.002 0.021
265 22.08 0.10 0.035 ( 0.051) 0.003 0.031
266 22.17 0.10 0.035 ( 0.051) 0.003 0.031
267 22.25 0.10 0.035 ( 0.051) 0.003 0.031
268 22.33 0.07 0.023 ( 0.051) 0.002 0.021
269 22.42 0.07 0.023 ( 0.050) 0.002 0.021
270 22.50 0.07 0.023 ( 0.050) 0.002 0.021
271 22.58 0.07 0.023 ( 0.050) 0.002 0.021
272 22.67 0.07 0.023 ( 0.050) 0.002 0.021
273 22.75 0.07 0.023 ( 0.050) 0.002 0.021
274 22.83 0.07 0.023 ( 0.050) 0.002 0.021
275 22.92 0.07 0.023 ( 0.050) 0.002 0.021
276 23.00 0.07 0.023 ( 0.049) 0.002 0.021
277 23.08 0.07 0.023 ( 0.049) 0.002 0.021
F.2.l
Packet Pg. 832 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR102410
278 23.17 0.07 0.023 ( 0.049) 0.002 0.021
279 23.25 0.07 0.023 ( 0.049) 0.002 0.021
280 23.33 0.07 0.023 ( 0.049) 0.002 0.021
281 23.42 0.07 0.023 ( 0.049) 0.002 0.021
282 23.50 0.07 0.023 ( 0.049) 0.002 0.021
283 23.58 0.07 0.023 ( 0.049) 0.002 0.021
284 23.67 0.07 0.023 ( 0.049) 0.002 0.021
285 23.75 0.07 0.023 ( 0.049) 0.002 0.021
286 23.83 0.07 0.023 ( 0.049) 0.002 0.021
287 23.92 0.07 0.023 ( 0.049) 0.002 0.021
288 24.00 0.07 0.023 ( 0.049) 0.002 0.021
(Loss Rate Not Used)
Sum = 100.0 Sum = 31.1
Flood volume = Effective rainfall 2.59(In)
times area 67.1(Ac.)/[(In)/(Ft.)] = 14.5(Ac.Ft)
Total soil loss = 0.29(In)
Total soil loss = 1.611(Ac.Ft)
Total rainfall = 2.88(In)
Flood volume = 631559.3 Cubic Feet
Total soil loss = 70173.3 Cubic Feet
-------------------------------------------------------------------- Peak flow rate of this hydrograph = 23.765(CFS)
-------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 24 - H O U R S T O R M
R u n o f f H y d r o g r a p h
-------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS))
-------------------------------------------------------------------- Time(h+m) Volume Ac.Ft Q(CFS) 0 7.5 15.0 22.5 30.0
----------------------------------------------------------------------- 0+ 5 0.0020 0.29 Q | | | |
0+10 0.0087 0.97 VQ | | | |
0+15 0.0168 1.18 VQ | | | |
0+20 0.0266 1.42 VQ | | | |
0+25 0.0392 1.82 V Q | | | |
0+30 0.0526 1.96 V Q | | | |
0+35 0.0666 2.03 V Q | | | |
0+40 0.0808 2.07 V Q | | | |
0+45 0.0952 2.09 V Q | | | |
0+50 0.1106 2.24 V Q | | | |
0+55 0.1285 2.59 V Q | | | |
1+ 0 0.1471 2.70 V Q | | | |
1+ 5 0.1650 2.60 V Q | | | |
1+10 0.1807 2.28 V Q | | | |
1+15 0.1958 2.20 V Q | | | |
1+20 0.2107 2.16 V Q | | | |
1+25 0.2255 2.14 V Q | | | |
1+30 0.2401 2.12 V Q | | | |
1+35 0.2546 2.11 V Q | | | |
1+40 0.2691 2.11 V Q | | | |
1+45 0.2836 2.11 V Q | | | |
1+50 0.2991 2.25 V Q | | | |
1+55 0.3170 2.59 V Q | | | |
2+ 0 0.3355 2.70 V Q | | | |
2+ 5 0.3544 2.74 V Q | | | |
2+10 0.3735 2.77 |V Q | | | |
2+15 0.3927 2.79 |V Q | | | |
2+20 0.4120 2.80 |V Q | | | |
2+25 0.4313 2.81 |V Q | | | |
2+30 0.4507 2.81 |V Q | | | |
2+35 0.4710 2.95 |V Q | | | |
2+40 0.4937 3.29 |V Q | | | |
2+45 0.5171 3.40 |V Q | | | |
2+50 0.5408 3.45 |V Q | | | |
2+55 0.5647 3.47 |V Q | | | |
3+ 0 0.5888 3.49 |V Q | | | |
3+ 5 0.6129 3.50 |V Q | | | |
3+10 0.6370 3.51 |V Q | | | |
3+15 0.6612 3.51 |V Q | | | |
3+20 0.6854 3.51 |V Q | | | |
3+25 0.7095 3.51 |V Q | | | |
3+30 0.7337 3.51 | V Q | | | |
3+35 0.7579 3.51 | V Q | | | |
3+40 0.7820 3.51 | V Q | | | |
3+45 0.8062 3.51 | V Q | | | |
F.2.l
Packet Pg. 833 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR102410
3+50 0.8313 3.65 | V Q | | | |
3+55 0.8589 3.99 | V Q | | | |
4+ 0 0.8871 4.10 | V Q | | | |
4+ 5 0.9157 4.15 | V Q | | | |
4+10 0.9444 4.17 | V Q | | | |
4+15 0.9733 4.19 | V Q | | | |
4+20 1.0032 4.35 | V Q | | | |
4+25 1.0356 4.70 | V Q | | | |
4+30 1.0686 4.80 | V Q | | | |
4+35 1.1020 4.85 | V Q | | | |
4+40 1.1356 4.88 | V Q | | | |
4+45 1.1693 4.89 | V Q | | | |
4+50 1.2041 5.05 | V Q | | | |
4+55 1.2413 5.40 | V Q | | | |
5+ 0 1.2792 5.50 | V Q | | | |
5+ 5 1.3154 5.26 | V Q | | | |
5+10 1.3471 4.61 | V Q | | | |
5+15 1.3775 4.41 | V Q | | | |
5+20 1.4083 4.47 | V Q | | | |
5+25 1.4412 4.77 | V Q | | | |
5+30 1.4745 4.84 | V Q | | | |
5+35 1.5090 5.01 | V Q | | | |
5+40 1.5459 5.36 | V Q | | | |
5+45 1.5837 5.48 | V Q | | | |
5+50 1.6219 5.54 | V Q | | | |
5+55 1.6603 5.58 | V Q | | | |
6+ 0 1.6988 5.60 | V Q | | | |
6+ 5 1.7384 5.75 | V Q | | | |
6+10 1.7804 6.10 | V Q | | | |
6+15 1.8232 6.21 | V Q | | | |
6+20 1.8662 6.25 | V Q | | | |
6+25 1.9095 6.28 | V Q | | | |
6+30 1.9529 6.30 | V Q | | | |
6+35 1.9973 6.45 | V Q | | | |
6+40 2.0441 6.80 | V Q| | | |
6+45 2.0917 6.91 | V Q| | | |
6+50 2.1396 6.95 | V Q| | | |
6+55 2.1877 6.98 | V Q| | | |
7+ 0 2.2359 7.00 | V Q| | | |
7+ 5 2.2841 7.01 | V Q| | | |
7+10 2.3325 7.02 | V Q| | | |
7+15 2.3808 7.02 | V Q| | | |
7+20 2.4301 7.16 | V Q| | | |
7+25 2.4818 7.50 | V Q | | |
7+30 2.5342 7.61 | V Q | | |
7+35 2.5879 7.80 | V Q | | |
7+40 2.6442 8.17 | V Q | | |
7+45 2.7013 8.29 | V |Q | | |
7+50 2.7598 8.49 | V |Q | | |
7+55 2.8209 8.87 | V |Q | | |
8+ 0 2.8828 8.99 | V |Q | | |
8+ 5 2.9472 9.34 | V | Q | | |
8+10 3.0164 10.06 | V | Q | | |
8+15 3.0873 10.29 | V | Q | | |
8+20 3.1589 10.39 | V | Q | | |
8+25 3.2309 10.45 | V | Q | | |
8+30 3.3031 10.49 | V| Q | | |
8+35 3.3765 10.65 | V| Q | | |
8+40 3.4523 11.01 | V| Q | | |
8+45 3.5289 11.12 | V| Q | | |
8+50 3.6068 11.31 | V| Q | | |
8+55 3.6872 11.68 | V Q | | |
9+ 0 3.7685 11.80 | V Q | | |
9+ 5 3.8521 12.15 | V Q | | |
9+10 3.9407 12.87 | V Q | | |
9+15 4.0309 13.09 | |V Q | | |
9+20 4.1228 13.34 | |V Q | | |
9+25 4.2175 13.75 | |V Q | | |
9+30 4.3131 13.89 | |V Q | | |
9+35 4.4102 14.10 | | V Q | | |
9+40 4.5100 14.49 | | V Q| | |
9+45 4.6106 14.61 | | V Q| | |
9+50 4.7126 14.81 | | V Q| | |
9+55 4.8172 15.19 | | V Q | |
10+ 0 4.9226 15.31 | | V Q | |
10+ 5 5.0215 14.35 | | V Q| | |
10+10 5.1041 12.00 | | VQ | | |
F.2.l
Packet Pg. 834 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR102410
10+15 5.1818 11.28 | | VQ | | |
10+20 5.2573 10.96 | | Q | | |
10+25 5.3315 10.78 | | Q | | |
10+30 5.4049 10.66 | | Q | | |
10+35 5.4828 11.31 | | Q | | |
10+40 5.5720 12.96 | | V Q | | |
10+45 5.6648 13.48 | | V Q | | |
10+50 5.7594 13.72 | | V Q | | |
10+55 5.8548 13.86 | | V Q | | |
11+ 0 5.9508 13.94 | | V Q | | |
11+ 5 6.0462 13.85 | | V Q | | |
11+10 6.1395 13.55 | | V Q | | |
11+15 6.2320 13.44 | | Q | | |
11+20 6.3243 13.40 | | Q | | |
11+25 6.4164 13.37 | | Q | | |
11+30 6.5083 13.35 | | Q | | |
11+35 6.5982 13.05 | | QV | | |
11+40 6.6833 12.36 | | Q V | | |
11+45 6.7670 12.15 | | Q V | | |
11+50 6.8510 12.20 | | Q V | | |
11+55 6.9370 12.49 | | Q V| | |
12+ 0 7.0235 12.56 | | Q V| | |
12+ 5 7.1172 13.60 | | QV| | |
12+10 7.2274 16.00 | | V|Q | |
12+15 7.3427 16.75 | | V Q | |
12+20 7.4615 17.24 | | V Q | |
12+25 7.5839 17.78 | | V Q | |
12+30 7.7079 18.00 | | |V Q | |
12+35 7.8347 18.41 | | |V Q | |
12+40 7.9668 19.18 | | |V Q | |
12+45 8.1005 19.41 | | | V Q | |
12+50 8.2359 19.66 | | | V Q | |
12+55 8.3741 20.06 | | | V Q | |
13+ 0 8.5132 20.20 | | | V Q | |
13+ 5 8.6578 20.99 | | | V Q | |
13+10 8.8144 22.75 | | | V Q |
13+15 8.9748 23.29 | | | V |Q |
13+20 9.1369 23.54 | | | V |Q |
13+25 9.3000 23.68 | | | V |Q |
13+30 9.4637 23.77 | | | V |Q |
13+35 9.6168 22.23 | | | V Q| |
13+40 9.7442 18.51 | | | Q V | |
13+45 9.8638 17.35 | | | Q V | |
13+50 9.9797 16.83 | | | Q V | |
13+55 10.0935 16.53 | | | Q V | |
14+ 0 10.2061 16.35 | | |Q V | |
14+ 5 10.3219 16.81 | | | Q V | |
14+10 10.4464 18.08 | | | Q V | |
14+15 10.5739 18.51 | | | Q V| |
14+20 10.7017 18.55 | | | Q V| |
14+25 10.8278 18.32 | | | Q V| |
14+30 10.9537 18.28 | | | Q V |
14+35 11.0796 18.27 | | | Q V |
14+40 11.2055 18.28 | | | Q V |
14+45 11.3312 18.26 | | | Q |V |
14+50 11.4560 18.11 | | | Q |V |
14+55 11.5783 17.76 | | | Q |V |
15+ 0 11.6998 17.65 | | | Q | V |
15+ 5 11.8201 17.46 | | | Q | V |
15+10 11.9378 17.09 | | | Q | V |
15+15 12.0547 16.97 | | | Q | V |
15+20 12.1702 16.77 | | | Q | V |
15+25 12.2831 16.39 | | |Q | V |
15+30 12.3951 16.27 | | |Q | V |
15+35 12.5028 15.63 | | Q | V |
15+40 12.6008 14.23 | | Q | | V |
15+45 12.6958 13.79 | | Q | | V |
15+50 12.7894 13.59 | | Q | | V |
15+55 12.8822 13.48 | | Q | | V |
16+ 0 12.9745 13.41 | | Q | | V |
16+ 5 13.0516 11.20 | | Q | | V |
16+10 13.0932 6.04 | Q | | | V |
16+15 13.1240 4.46 | Q | | | V |
16+20 13.1498 3.74 | Q | | | V |
16+25 13.1728 3.34 | Q | | | V |
16+30 13.1941 3.09 | Q | | | V |
16+35 13.2133 2.79 | Q | | | V |
F.2.l
Packet Pg. 835 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR102410
16+40 13.2293 2.32 | Q | | | V |
16+45 13.2445 2.22 | Q | | | V |
16+50 13.2595 2.17 | Q | | | V |
16+55 13.2742 2.14 | Q | | | V |
17+ 0 13.2888 2.12 | Q | | | V |
17+ 5 13.3054 2.40 | Q | | | V |
17+10 13.3266 3.08 | Q | | | V |
17+15 13.3492 3.29 | Q | | | V |
17+20 13.3725 3.38 | Q | | | V |
17+25 13.3962 3.44 | Q | | | V |
17+30 13.4201 3.47 | Q | | | V |
17+35 13.4441 3.49 | Q | | | V |
17+40 13.4683 3.51 | Q | | | V |
17+45 13.4925 3.51 | Q | | | V |
17+50 13.5156 3.36 | Q | | | V |
17+55 13.5365 3.02 | Q | | | V |
18+ 0 13.5565 2.92 | Q | | | V |
18+ 5 13.5763 2.87 | Q | | | V |
18+10 13.5959 2.84 | Q | | | V |
18+15 13.6153 2.83 | Q | | | V |
18+20 13.6347 2.82 | Q | | | V |
18+25 13.6541 2.81 | Q | | | V |
18+30 13.6734 2.81 | Q | | | V |
18+35 13.6917 2.66 | Q | | | V |
18+40 13.7077 2.32 | Q | | | V |
18+45 13.7230 2.22 | Q | | | V |
18+50 13.7369 2.02 | Q | | | V |
18+55 13.7483 1.65 | Q | | | V |
19+ 0 13.7589 1.53 | Q | | | V |
19+ 5 13.7700 1.62 | Q | | | V |
19+10 13.7833 1.93 | Q | | | V |
19+15 13.7971 2.01 | Q | | | V |
19+20 13.8123 2.20 | Q | | | V |
19+25 13.8299 2.56 | Q | | | V |
19+30 13.8483 2.68 | Q | | | V |
19+35 13.8662 2.59 | Q | | | V |
19+40 13.8819 2.28 | Q | | | V |
19+45 13.8970 2.20 | Q | | | V |
19+50 13.9109 2.01 | Q | | | V |
19+55 13.9223 1.65 | Q | | | V |
20+ 0 13.9328 1.53 | Q | | | V |
20+ 5 13.9440 1.62 | Q | | | V |
20+10 13.9573 1.93 | Q | | | V |
20+15 13.9711 2.01 | Q | | | V |
20+20 13.9852 2.05 | Q | | | V |
20+25 13.9995 2.07 | Q | | | V |
20+30 14.0139 2.09 | Q | | | V |
20+35 14.0283 2.10 | Q | | | V |
20+40 14.0428 2.11 | Q | | | V |
20+45 14.0573 2.11 | Q | | | V |
20+50 14.0708 1.96 | Q | | | V |
20+55 14.0820 1.62 | Q | | | V |
21+ 0 14.0924 1.51 | Q | | | V |
21+ 5 14.1035 1.61 | Q | | | V |
21+10 14.1167 1.93 | Q | | | V |
21+15 14.1306 2.01 | Q | | | V |
21+20 14.1437 1.91 | Q | | | V|
21+25 14.1546 1.58 | Q | | | V|
21+30 14.1649 1.50 |Q | | | V|
21+35 14.1760 1.60 | Q | | | V|
21+40 14.1892 1.93 | Q | | | V|
21+45 14.2031 2.01 | Q | | | V|
21+50 14.2162 1.91 | Q | | | V|
21+55 14.2271 1.58 | Q | | | V|
22+ 0 14.2374 1.50 |Q | | | V|
22+ 5 14.2485 1.60 | Q | | | V|
22+10 14.2617 1.93 | Q | | | V|
22+15 14.2756 2.01 | Q | | | V|
22+20 14.2887 1.91 | Q | | | V|
22+25 14.2996 1.58 | Q | | | V|
22+30 14.3099 1.50 |Q | | | V|
22+35 14.3200 1.46 |Q | | | V|
22+40 14.3299 1.44 |Q | | | V|
22+45 14.3397 1.42 |Q | | | V|
22+50 14.3494 1.41 |Q | | | V|
22+55 14.3591 1.40 |Q | | | V|
23+ 0 14.3687 1.40 |Q | | | V|
F.2.l
Packet Pg. 836 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR102410
23+ 5 14.3784 1.40 |Q | | | V|
23+10 14.3881 1.40 |Q | | | V|
23+15 14.3977 1.40 |Q | | | V|
23+20 14.4074 1.40 |Q | | | V|
23+25 14.4171 1.40 |Q | | | V|
23+30 14.4267 1.40 |Q | | | V|
23+35 14.4364 1.40 |Q | | | V|
23+40 14.4461 1.40 |Q | | | V|
23+45 14.4557 1.40 |Q | | | V|
23+50 14.4654 1.40 |Q | | | V|
23+55 14.4750 1.40 |Q | | | V|
24+ 0 14.4847 1.40 |Q | | | V|
24+ 5 14.4924 1.11 |Q | | | V|
24+10 14.4954 0.43 Q | | | V|
24+15 14.4969 0.22 Q | | | V|
24+20 14.4977 0.13 Q | | | V|
24+25 14.4982 0.07 Q | | | V|
24+30 14.4985 0.04 Q | | | V|
24+35 14.4986 0.02 Q | | | V
-----------------------------------------------------------------------
F.2.l
Packet Pg. 837 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR1001100
U n i t H y d r o g r a p h A n a l y s i s
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2014, Version 9.0 Study date 07/31/20 File: 3828PR1001100.out
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method
RCFC & WCD Manual date - April 1978
Program License Serial Number 6400
--------------------------------------------------------------------- English (in-lb) Input Units Used
English Rainfall Data (Inches) Input Values Used
English Units used in output format
--------------------------------------------------------------------- TEI JOB 3828
OPTION 1 - HIGH CUBE
PROPOSED CONDITION 100-YEAR STORM EVENT
-------------------------------------------------------------------- Drainage Area = 67.10(Ac.) = 0.105 Sq. Mi.
Drainage Area for Depth-Area Areal Adjustment = 67.10(Ac.) = 0.105 Sq. Mi.
Length along longest watercourse = 3400.00(Ft.)
Length along longest watercourse measured to centroid = 1280.00(Ft.) Length along longest watercourse = 0.644 Mi.
Length along longest watercourse measured to centroid = 0.242 Mi.
Difference in elevation = 44.00(Ft.)
Slope along watercourse = 68.3294 Ft./Mi.
Average Manning's 'N' = 0.015
Lag time = 0.080 Hr.
Lag time = 4.78 Min.
25% of lag time = 1.19 Min.
40% of lag time = 1.91 Min.
Unit time = 5.00 Min.
Duration of storm = 1 Hour(s)
User Entered Base Flow = 0.00(CFS)
2 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 0.50 33.55
100 YEAR Area rainfall data:
Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
67.10 1.20 80.52
STORM EVENT (YEAR) = 100.00
Area Averaged 2-Year Rainfall = 0.500(In)
Area Averaged 100-Year Rainfall = 1.200(In)
Point rain (area averaged) = 1.200(In)
Areal adjustment factor = 99.94 %
Adjusted average point rain = 1.199(In)
Sub-Area Data:
Area(Ac.) Runoff Index Impervious %
67.100 56.00 0.900
Total Area Entered = 67.10(Ac.)
RI RI Infil. Rate Impervious Adj. Infil. Rate Area% F
AMC2 AMC-3 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr)
56.0 74.8 0.305 0.900 0.058 1.000 0.058
Sum (F) = 0.058
F.2.l
Packet Pg. 838 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR1001100
Area averaged mean soil loss (F) (In/Hr) = 0.058
Minimum soil loss rate ((In/Hr)) = 0.029
(for 24 hour storm duration)
Soil low loss rate (decimal) = 0.100
--------------------------------------------------------------------- Slope of intensity-duration curve for a 1 hour storm =0.5000 ---------------------------------------------------------------------- U n i t H y d r o g r a p h
VALLEY S-Curve
-------------------------------------------------------------------- Unit Hydrograph Data
--------------------------------------------------------------------- Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph % (CFS)
--------------------------------------------------------------------- 1 0.083 104.614 20.612 13.939
2 0.167 209.229 48.679 32.919
3 0.250 313.843 14.978 10.129
4 0.333 418.458 6.821 4.613
5 0.417 523.072 3.802 2.571
6 0.500 627.687 2.435 1.647
7 0.583 732.301 1.462 0.989
8 0.667 836.916 1.210 0.818
Sum = 100.000 Sum= 67.624
----------------------------------------------------------------------- The following loss rate calculations reflect use of the minimum calculated loss rate subtracted from the Storm Rain to produce the maximum Effective Rain value Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max | Low (In/Hr)
1 0.08 4.20 0.604 0.058 ( 0.060) 0.546
2 0.17 4.30 0.619 0.058 ( 0.062) 0.561
3 0.25 5.00 0.720 0.058 ( 0.072) 0.662
4 0.33 5.00 0.720 0.058 ( 0.072) 0.662
5 0.42 5.80 0.835 0.058 ( 0.083) 0.777
6 0.50 6.50 0.935 0.058 ( 0.094) 0.877
7 0.58 7.40 1.065 0.058 ( 0.106) 1.007
8 0.67 8.60 1.238 0.058 ( 0.124) 1.180
9 0.75 12.30 1.770 0.058 ( 0.177) 1.712
10 0.83 29.10 4.188 0.058 ( 0.419) 4.130
11 0.92 6.80 0.979 0.058 ( 0.098) 0.921
12 1.00 5.00 0.720 0.058 ( 0.072) 0.662
(Loss Rate Not Used)
Sum = 100.0 Sum = 13.7
Flood volume = Effective rainfall 1.14(In)
times area 67.1(Ac.)/[(In)/(Ft.)] = 6.4(Ac.Ft)
Total soil loss = 0.06(In)
Total soil loss = 0.324(Ac.Ft)
Total rainfall = 1.20(In)
Flood volume = 277978.1 Cubic Feet
Total soil loss = 14131.7 Cubic Feet
-------------------------------------------------------------------- Peak flow rate of this hydrograph = 176.999(CFS)
-------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 1 - H O U R S T O R M
R u n o f f H y d r o g r a p h
-------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS))
-------------------------------------------------------------------- Time(h+m) Volume Ac.Ft Q(CFS) 0 50.0 100.0 150.0 200.0
----------------------------------------------------------------------- 0+ 5 0.0525 7.62 VQ | | | |
0+10 0.2303 25.82 |V Q | | | |
0+15 0.4592 33.23 | V Q | | | |
0+20 0.7293 39.22 | V Q | | | |
0+25 1.0276 43.32 | V Q | | | |
0+30 1.3714 49.92 | VQ| | | |
0+35 1.7642 57.03 | |Q | | |
0+40 2.2179 65.89 | | Q | | |
0+45 2.7771 81.18 | | QV | | |
0+50 3.7090 135.32 | | | V Q | |
0+55 4.9280 177.00 | | | V Q |
F.2.l
Packet Pg. 839 Attachment: Preliminary Hydrology Report (High Cube) for Moreno Valley Trade Center - Revised Project Evaluation (6209 : Moreno Valley 3828PR1001100
1+ 0 5.5857 95.50 | | Q| | V |
1+ 5 5.9868 58.24 | |Q | | V |
1+10 6.1686 26.39 | Q | | | V |
1+15 6.2711 14.88 | Q | | | V|
1+20 6.3310 8.71 |Q | | | V|
1+25 6.3681 5.38 |Q | | | V|
1+30 6.3778 1.41 Q | | | V|
1+35 6.3815 0.54 Q | | | V
-----------------------------------------------------------------------