1716 W MARINE VIEW DR BASE FILE 2018-01-02 MF Import

' 11/28/94 Reid Middleton Inc. Port of Everett South East Marina 6 month, 24 hour storm Rev. 11/28/94 24-93-016 SMK DETAIL BASIN SUMMARY=====__ LJ BASIN ID: A2 SBUH METHODOLOGY TOTAL AREA.......: RAINFALL TYPE....: PRECIPITATION....: TIME INTERVAL....: TIME OF CONC.....: ABSTRACTION COEFF: 14AME: Chamber Building 1.32 Acres TYPEIA 0.99 inches 10.00 min 10.00 min 0.20 PEAK RATE: 0.19 cfs VOL: 0.07 page 3 BASEFLOWS: 0.00 cfs PERVIOUS AREA AREA..: 0.23 Acres CN..... 85.00 IMPERVIOUS AREA AREA..: 1.09 Acres CN....: 98.00 Ac-ft TIME: 480 min TIME DESIGN TIM! DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF (sit) (CIS) (113D) (cfs) (AID) (CIS) (lip) (cfs) (sib) (cfs) (sin) (cfs) 10 350 0.0437 690 0.0437 1030 0.0263 1370 0.0232 1710 20 360 0.0449 700 0.0435 1040 0.0313 1360 0.0232 1720 30 370 0.0447 710 i.H37 1050 0.0330 1390 0.0230 1730 40 38D 0.0440 720 0.0432 1060 0.0336 1400 D.0232 1740 50 390 0.0441 730 0.0435 1070 0.0339 1410 0.0232 1750 60 400 0.0446 740 0.0434 1080 0.0339 142D 0.0230 1760 70 410 0.0453 750 0.0135 1090 0.0322 1430 0.0232 1770 80 420 0.0458 760 0.0437 1100 0.0296 1410 0.0156 1760 90 430 0.0650 770 0.0437 1110 0.0287 1450 0.0052 1790 100 440 0.0912 780 0.0437 1120 0.0355 1460 0.0017 1BO0 110 0.0001 00 J.1014 790 0.0402 1130 0.0307 100 0.0006 1810 120 0.0008 460 0.1337 600 0.0354 1140 0.0223 1480 0.0002 1820 130 0.0022 470 0.1748 810 0.0338 1150 0.0266 1490 1830 140 0.0040 480 0.1923 820 0.0333 1160 0.0278 1500 1840 150 UAW 490 0.1616 830 0.0332 1170 0.0282 1510 1850 160 0.0073 500 0.1133 840 0.0331 1180 0.0286 1520 1660 170 0.0068 510 0.0978 850 0.0349 1190 0.0285 1530 IB70 180 0.0102 $20 0.0896 860 0.0376 1200 0.0285 1510 1860 190 0.0115 530 0.0641 870 0.0385 1210 0.0287 1550 1890 200 0.0127 540 0.0826 860 0.0386 1220 0.0286 1560 1900 210 0.0139 550 0.0738 890 0.0389 1230 0.0265 1570 1910 220 0.0149 560 0.0624 900 0.0390 1240 0.028E 1560 1920 230 0.0159 570 0.0568 91D 0.0369 1250 0.0286 1590 1930 240 0.0169 580 0.0579 920 0.0391 1260 0.0266 1600 1940 250 0.0166 590 0.0576 930 0.: U 1270 0.0268 1610 1950 260 0.0207 600 0.0576 940 0.0390 1260 0.02B7 1620 190 270 0.0220 610 0.0560 950 0.0392 1290 0.0287 1630 1970 280 0.0232 620 0.0540 960 0.0393 1300 0.0269 1640 1980 290 0.0240 630 0.UN 970 0.0335 1310 0.0287 1650 1990 300 0.0248 640 0.0531 960 0.0262 1320 0.0287 1660 2000 310 0.0301 650 0.0533 990 0.0238 1330 0.0269 1670 2010 320 0.0371 66D 0.0535 1000 1.0228 1340 0.0244 1680 2020 330 0.0403 670 0.0500 1010 0.0227 1350 0.0236 1690 2030 340 0.0123 660 0.0152 1020 0.0227 1360 D.0231 1700 2040