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5/ 2/96 Wilsey 6 Has Pacific, Inc. <br />QUADRANT COMMUNITY TRANSIT HARDESON ROAD FACILITY <br />WATER QUALITY 6-MONTH STORM BASIN ANALYSIS <br />page <br />6 <br />DETAIL <br />BASIN SUMMARY <br />BASIN ID: WQ3A <br />NAME: WQ <br />BASIN SITE -NORTH <br />2 PRICING <br />SBUH METHODOLOGY <br />TOTAL AREA.......: <br />15.76 Acres <br />BASEFLOWS: <br />0.00 cfs <br />RAINFALL TYPE....: <br />TYPEIA <br />PERVIOUS AREA <br />PRECIPITATION....: <br />0.99 inches <br />AREA..: <br />0.00 Acres <br />TIME INTERVAL....: <br />10.00 min <br />CN....: <br />0.85 <br />TIME OF CONC.....: <br />6.66 min <br />IMPERVIOUS AREA <br />ABSTRACTION COEFF: <br />0.20 <br />AREA..: <br />15.76 Acres <br />CN..... <br />98.00 <br />TcReach - Sheet L: <br />270.00 ns:0.0110 <br />p2yr: 1.60 <br />s:0.0170 <br />TcReach - Shallow L: <br />240.00 ks:62.00 s:0.0143 <br />TcReach - Shallow L: <br />260.00 ks:62.00 s:0.0060 <br />TcReach - Shallow L: <br />275.00 ks:62.00 s:0.0040 <br />PEAK RATE: 2.85 cfs <br />VOL: 1.03 <br />Ac-ft <br />TIME: <br />480 min <br />TIME DESIGN <br />TIME <br />DESIGN <br />TIME <br />DESIGN <br />TIME <br />DE-1 <br />RUNOFF <br />RUNOFF <br />RUNOFF <br />RUNO <br />(min) (cfs) <br />(min) <br />(cfs) <br />(min) <br />(cfs) <br />(min) <br />(cf <br />10 <br />350 <br />0.6395 <br />690 <br />0.5885 <br />1030 <br />0.36 <br />20 <br />360 <br />0.6557 <br />700 <br />0.5915 <br />1040 <br />0.43 <br />30 <br />370 <br />0.6470 <br />710 <br />0.5887 <br />1050 <br />0.45 <br />40 <br />380 <br />0.6330 <br />720 <br />0.5888 <br />1060 <br />0.45 <br />50 <br />390 <br />0.6372 <br />730 <br />0.5932 <br />1070 <br />0.45 <br />60 <br />400 <br />0.6463 <br />740 <br />0.5905 <br />1080 <br />0.45 <br />70 <br />410 <br />0.6587 <br />750 <br />0.5906 <br />1090 <br />0.42 <br />80 <br />420 <br />0.6648 <br />760 <br />0.5950 <br />1100 <br />0.38 <br />90 <br />430 <br />1.0200 <br />770 <br />0.5922 <br />1110 <br />0.37 <br />100 <br />440 <br />1.4385 <br />780 <br />0.5923 <br />1120 <br />0.49 <br />110 0.0027 <br />450 <br />1.5247 <br />790 <br />0.5316 <br />1130 <br />0.39 <br />120 0.0149 <br />460 <br />2.0749 <br />800 <br />0.4582 <br />1140 <br />0.26 <br />130 0.0383 <br />470 <br />2.7063 <br />810 <br />0.4480 <br />1150 <br />0.36 <br />140 0.0658 <br />480 <br />2.8467 <br />820 <br />0.4468 <br />1160 <br />0.37 <br />150 0.0906 <br />490 <br />2.1856 <br />830 <br />0.4469 <br />1170 <br />0.37 <br />160 0.1128 <br />500 <br />1.3910 <br />840 <br />0.4472 <br />1180 <br />0.38 <br />170 0.1349 <br />510 <br />1.2843 <br />850 <br />0.4782 <br />1190 <br />0.37 <br />180 0.1548 <br />520 <br />1.2128 <br />860 <br />0.5174 <br />1200 <br />0.37 <br />190 0.1719 <br />530 <br />1.1490 <br />870 <br />0.5233 <br />1210 <br />0.38 <br />200 0.1903 <br />540 <br />1.1440 <br />880 <br />0.5206 <br />1220 <br />0.37 <br />210 0.2064 <br />550 <br />0.9918 <br />890 <br />0.5244 <br />1230 <br />0.37 <br />220 0.2198 <br />560 <br />0.8175 <br />900 <br />0.5252 <br />1240 <br />0.38 <br />230 0.2352 <br />570 <br />0.7944 <br />910 <br />0.5217 <br />1250 <br />0.37 <br />240 0.2485 <br />580 <br />0.7964 <br />920 <br />0.5254 <br />1260 <br />0.37 <br />250 0.2772 <br />590 <br />0.7945 <br />930 <br />0.5262 <br />1270 <br />0.38 <br />260 0.3086 <br />600 <br />0.7957 <br />940 <br />0.5227 <br />1280 <br />0.37 <br />270 0.3150 <br />610 <br />0.7673 <br />950 <br />0.5263 <br />1290 <br />0.37 <br />280 0.3406 <br />620 <br />0.7346 <br />960 <br />0.5271 <br />1300 <br />0.38 <br />290 0.3511 <br />630 <br />0.7310 <br />970 <br />0.4269 <br />1310 <br />0.37 <br />300 0.3624 <br />640 <br />0.7278 <br />980 <br />0.3199 <br />1320 <br />0.37 <br />310 0.4580 <br />650 <br />0.7322 <br />990 <br />0.3048 <br />1330 <br />0.34 <br />320 0.5678 <br />660 <br />0.7338 <br />1000 <br />0.2988 <br />1340 <br />0.31 <br />330 0.6010 <br />670 <br />0.6707 <br />1010 <br />0.3019 <br />1350 <br />0.30 <br />