Laserfiche WebLink
1/10/97 5:30:0 pm Two Rivers Engineering page z <br />9803 Everett /Bothell Hwy. Burger King <br />Burger King Developed Site Conditions <br />2,10 A 100 Yr Storms <br />BASIN ID: BK10T <br />SBUH METHODOLOGY <br />TOTAL AREA.......: <br />RAINFALL TYPE....: <br />PRECIPITATION....: <br />TIME INTERVAL....: <br />DETAIL BASIN SUMMARY <br />NAME: Burger <br />King 10 Yr <br />Storm Dev. <br />1.16 Acres <br />BASEFLOWS: <br />0.00 cfs <br />TYPEIA <br />PERV <br />IMP <br />2.20 Inches <br />AREA..: <br />0.12 Acres <br />1.04 Acres <br />10.00 min <br />CN.... : <br />86.00 <br />98.00 <br />TC.... : <br />8.86 min <br />4.55 min <br />ABSTRACTION COEFF: 0.20 <br />TcReach - Channel L: 350.00 kc:17.00 s:0.0015 <br />ImpTcReach - Sheet L: 56.00 ns:0.0110 p2yr: 0.99 5:0.0200 <br />1mpTcReach - Channel L: 180.00 kc:17.00 s:0.0035 <br />ImpTcReach - Channel L: 50.00 kc:42.00 s:0.0100 <br />PEAK RATE: 0.49 cfs VOL: 0.18 Ac-ft TIME: 480 min <br />TINE DESIGN TINE DESIGN TINE DESIGN TINE DESIGN TINE DESIGN TINE DEIGN <br />(min) WS) (min) (S) NO (cfs) (min) (cis) (min) (cfs) (min) (cis) <br />10 310 O.CAO 610 0.1269 NO 0.0959 1210 0.06V 1510 <br />20 32D 0.1201 62D 0.1213 92D 0.0667 1220 0.0619 1520 <br />30 330 0.1211 630 0.1216 930 0.D667 1230 0.0620 1530 <br />40 340 Q.1229 640 0.1209 940 O.OBW 1240 0.0628 1510 <br />50 350 0.1245 650 0.1218 950 0.010 1250 0.062D 15W <br />60 0.0002 360 0.1259 660 0.1219 960 0.0866 1260 0.0620 1560 <br />70 0.00 370 0.1219 670 0.1093 970 0.0671 1270 0.0621 1570 <br />W 0.WU 380 0.1179 680 0.D970 980 0.0495 12W 0.0620 1510 <br />90 0.0145 390 0.1194 69D 0.0974 990 O.D499 1290 0.091 1590 <br />100 0.0194 400 0.1193 700 0.0982 IOW 0.00 1300 0.00 1" <br />110 0.0237 410 0.1201 710 0.0974 1010 0.D491 1310 0.0621 1610 <br />120 0.0274 420 0.1209 720 0.D975 1020 0.001 1320 0.0621 1620 <br />130 0.D335 430 0.1966 730 0.0913 1030 0.0619 1330 0.0%0 1630 <br />140 0.0100 440 0.2711 740 0.0976 IN 0.0745 1340 0.0501 1640 <br />150 0.0433 450 0.2711 750 0.0977 1050 0.0742 1350 0.0502 1650 <br />160 0.0459 46D 0.3111 760 0.096S IOW 0.0743 1360 0.004 160 <br />170 0.0491 470 0AW 770 0.0978 1070 0.0744 1370 0.0502 1670 <br />180 0.0514 480 0.4900 780 0.0973 1080 0.0744 1380 0.0502 1610 <br />190 0.0531 490 0.34N 7W 0.0659 1090 0.0614 1190 0.0494 390 <br />2W 0.D555 SW 0.2096 BW 0.0735 1100 0.11617 1400 0.0502 1701) <br />210 0.0572 510 0.2141 810 0.0731 1110 0.009 1410 O.D502 1710 <br />220 0.0582 52D 0.2021 620 0.0738 1120 0.0154 1420 0.004 1720 <br />230 0.0601 S30 0.1912 830 0.07H 1130 0.0612 1430 0.V02 1730 <br />24D 0.0614 SO 0.1919 840 0.0731 1140 0.0392 1440 0.0502 17C <br />250 0.0671 550 0.1612 850 0.07" 1150 0.0633 1450 0.Re 1750 <br />260 0.0726 5W 0.1314 8W 0.0865 U60 0.0617 146D 176D <br />270 0.7137 $70 0.1324 870 0.086+ 1170 0.0619 1470 0.0003 1770 <br />280 0.0754 $W 0.1131 BW 0.08S7 1180 0.0627 148D I <br />290 0.0756 590 0.1325 8W 0.0166 1190 0.0619 1490 1790 <br />300 0.0769 600 0.1327 900 0.0866 12W 0.0619 1SW 1100 <br />I <br />