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5/ 2/96 <br />Wilsey i <br />Ham Pacific, Inc. <br />page <br />7 <br />QUADRANT COMMUNITY <br />TRANSIT HARDESON ROAD FACILITY <br />WATER QUALITY 6-MONTH STORM BASIN ANALYSIS <br />as:aaan=�ss���:ss <br />sa��s�ssmsa��sa�sa <br />DETAIL <br />BASIN SUMMARY <br />BASIN ID: WQ4 <br />NAME: WQ BASIN 4 <br />(SITE - <br />BUILDING) <br />SBUH METHODOLOGY <br />TOTAL AREA.......: <br />17.89 Acres <br />BASEFLOWS: <br />0.00 cfs <br />RAINFALL TYPE....: <br />TYPElA <br />PERVIOUS AREA <br />PRECIPITATION....: <br />0.99 inches <br />AREA..: <br />0.00 Acres <br />TIME INTERVAL....: <br />10.00 <br />min <br />CN....: <br />0.40 <br />TIME OF CONC.....: <br />10.53 min <br />IMPERVIOUS <br />AREA <br />ABSTRACTION COEFF: <br />0.20 <br />AREA..: <br />17.89 Acres <br />CM..... <br />98.00 <br />TcReach - Sheet L: <br />570.00 ns:0.0110 <br />p2yr: 1.60 <br />s:0.0170 <br />TcReach - Shallow L: <br />250.00 ks:62.00 s:0.0060 <br />TcReach - Shallow L: <br />540.00 ks:62.00 s:0.0050 <br />TcReach - Shallow L: <br />65.00 ks:62.00 s:0.0050 <br />PEAK RATE: 3.10 cfs VOL: <br />1.16 Ac-ft <br />TIME: <br />480 min <br />TIME DESIGN <br />TIME <br />DESIGN <br />TIME <br />DESIGN <br />TIME <br />DESI <br />RUNOFF <br />RUNOFF <br />RUNOFF <br />RUNO <br />(min) (cfs) <br />(min) <br />(cfs) <br />(min) <br />(cfs) <br />(min) <br />(cf <br />ssssssas:�sssas�as�s:vsa:�a���aass��sa <br />10 <br />350 <br />0.7158 <br />690 <br />0.6803 <br />1030 <br />0.39 <br />20 <br />360 <br />0.7361 <br />700 <br />0.6749 <br />1040 <br />0.47 <br />30 <br />370 <br />0.7340 <br />710 <br />0.6703 <br />1050 <br />0.49 <br />40 <br />380 <br />0.7224 <br />720 <br />0.6691 <br />1060 <br />0.50 <br />50 <br />390 <br />0.7235 <br />730 <br />0.6723 <br />1070 <br />0.51 <br />60 <br />400 <br />0.7312 <br />740 <br />0.6707 <br />1080 <br />0.51r <br />70 <br />410 <br />0.7433 <br />750 <br />0.6706 <br />1090 <br />0.48 <br />80 <br />420 <br />0.7514 <br />760 <br />0.6742 <br />1100 <br />0.44' <br />90 <br />430 <br />1.0562 <br />770 <br />0.6726 <br />1110 <br />0.43. <br />100 <br />440 <br />1.4784 <br />780 <br />0.6725 <br />1120 <br />0.53 <br />110 0.0023 <br />450 <br />1.6514 <br />790 <br />0.6206 <br />1130 <br />0.46 <br />120 0.0132 <br />460 <br />2.1715 <br />800 <br />0.5470 <br />1140 <br />0.34 <br />130 0.0355 <br />470 <br />2.8281 <br />810 <br />0.5210 <br />1150 <br />0.40' <br />140 0.0641 <br />480 <br />3.1048 <br />820 <br />0.5120 <br />1160 <br />0.41 <br />150 0.0921 <br />490 <br />2.6229 <br />830 <br />0.5090 <br />-170 <br />0.42 <br />160 0.1180 <br />500 <br />1.8543 <br />840 <br />0.5081 <br />1180 <br />0.43 <br />170 0.1433 <br />510 <br />1.5860 <br />850 <br />0.5342 <br />1190 <br />0.42 <br />180 0.1666 <br />520 <br />1.4425 <br />860 <br />0.5732 <br />1200 <br />0.42 <br />190 0.1871 <br />530 <br />1.3457 <br />870 <br />0.5873 <br />1210 <br />0.43 <br />200 0.2079 <br />540 <br />1.3147 <br />880 <br />0.5893 <br />1220 <br />0.42 <br />210 0.2268 <br />550 <br />1.1746 <br />890 <br />0.5936 <br />1230 <br />0.42 <br />220 0.2430 <br />560 <br />0.9946 <br />900 <br />0.5953 <br />1240 <br />0.43 <br />230 0.2604 <br />570 <br />0.9320 <br />910 <br />0.5929 <br />1250 <br />0.43 <br />240 0.2760 <br />580 <br />0.9142 <br />920 <br />0.5956 <br />1260 <br />0.42 <br />250 0.3044 <br />590 <br />0.9060 <br />930 <br />0.5968 <br />1270 <br />0.43 <br />260 0.3377 <br />600 <br />0.9044 <br />940 <br />0.5941 <br />1280 <br />0.43 <br />270 0.3598 <br />610 <br />0.8795 <br />950 <br />0.5967 <br />1290 <br />0.42 <br />280 0.3790 <br />620 <br />0.8461 <br />960 <br />0.5978 <br />1300 <br />0.43 <br />290 0.3928 <br />630 <br />0.8352 <br />970 <br />0.5127 <br />1310 <br />0.43 <br />300 0.4061 <br />640 <br />0.8290 <br />980 <br />0.4034 <br />1320 <br />0.43 <br />310 0.4910 <br />650 <br />0.8309 <br />990 <br />0.3646 <br />1330 <br />0.40 <br />320 0.6032 <br />660 <br />0.8324 <br />1000 <br />0.3475 <br />1340 <br />0.36 <br />330 0.6581 <br />670 <br />0.7790 <br />1010 <br />0.3448 <br />1350 <br />0.35 <br />