725 SE EVERETT MALL WAY MAGNOLIA HI FI 2018-01-01 MF Import

� u/16/94 DOWL Engineers TRF EVERETT MAGNOLIA HI-FI ----------------------------------------------- DETAIL BASIN SUNII�SARY BASIN ID: PVMT6 SBUH METHODOLOGY TOTAL AREA........ RAINFALL TYPE....: PRECIPITATION....: TIME INTERVAL....: TIME OF CONC.....: ABSTRACTION COEFF: TcReach - Sheet TcReach - Channel PEAIC RATE: 0.20 NAME: DEV PVMT TO WETPOND 6-MO 0.79 Acres BASEFLOWS: 0.00 cfs USER1 PERVIOUS AREA 0.99 inches AREA..: 0.00 Acres 10.00 min CN....: 86.00 3.43 min IMPERVIOUS AREA 0.20 AREA..: 0.82 Acres CN... 98.00 L: 140.00 ns:0.0110 p2yr: 1.55 s:0.0357 L: 290.00 kc:42.00 s:0.0050 cfs VOL: 0.05 Ac-ft TIME: 470 min �- page 2 TIHE DESIGN TSME DESIGN TIHE DESIGN T?tg DESIGN TIHE D:SSGN TIlff DSIGN AVNOFF RUNOFF AUNOTF RVNOFF AUNOFF AUNOFF Iminl (efsl Imin) (efal Imin) (cfs) (xin) (c:a1 Imia) (c:a) Ixin1 (ets) s�scex:c-eve::ec:c=e:zzcev.sesee:eea:svc:-eenevc.ccvseeceecevae.:secea:e:::e=c::aeveeca�vavcsaee:esssees 30 350 0.0299 690 0.0330 1030 0.0189 1370 0.0190 1710 20 360 0.0327 700 0.0331 10Q0 0.0188 1380 0.0190 1720 30 370 0.0330 710 0.0331 SOSD 0.0188 1390 0.0190 1730 60 380 0.0338 720 0.0332 3060 0.0188 iaoo 0.0190 1700 50 390 0.03Cd 730 0.0332 1070 O.O1B8 1C10 0.0190 1750 60 600 0.0369 760 0.0332 1080 0.O18B 1Q]0 0.0190 1760 70 d10 O.0062 750 0.0333 3090 0.0188 1630 0.0190 1770 80 620 0.0521 760 0.0333 1100 0.0189 1dQ0 0.0190 1780 50 C30 0.0517 770 0.0292 1330 0.0189 1650 0.0077 1790 100 C6D 0.0636 780 0.0259 11]D 0.0189 1660 ieoa 110 0.000] 650 0.0736 790 0.0265 113D 0.0189 SQ70 1810 120 0.�`010 660 0.1123 BOD 0.0261 11C0 O.OSB9 SdBO 1820 130 0.00�: C70 0.1977 810 0.0265 1150 0.0189 1C90 3830 160 0.0031 680 0.1681 B70 0.0265 1160 0.0189 1500 18G0 150 O.ODdl C90 0.0866 B30 0.0265 1170 0.0189 1510 1850 160 O.00C9 500 0.0658 BCO 0.0265 1180 0.0389 15]0 1860 170 0.0065 530 0.0578 B50 0.0265 1390 0.0189 1530 1870 180 0.0081 5]0 0.0596 860 0.0266 1200 0.0189 1560 1880 190 0.0091 530 O.0076 870 0.0266 1]10 0.0189 1550 1890 700 D.O100 SCO 0.0377 880 0.0266 1]20 0.0189 1560 1900 230 0.0109 550 0.0396 B90 0.02C7 1]30 0.0189 1570 1930 230 0.0137 560 0.039d 900 0.0231 12d0 0.0189 1580 1920 230 0.0138 570 0.0395 910 0.023L 1250 0.0169 1590 1930 2C0 0.0158 580 0.039F 920 0.023Q 1260 0.0189 1600 19C0 250 0.0165 590 0.0397 930 0.0:3< 1270 0.0189 1610 1950 260 0.0176 600 0.0398 960 0.0236 1280 0.0190 1620 1960 Y70 0.0181 610 0.0399 950 0.0236 1290 0.019U 1630 1970 280 0.0189 620 0.0399 960 0.0236 1300 0.0190 16C0 1980 290 0.0236 630 0.0600 970 0.023C 1330 D.0190 3650 1990 300 0.0260 660 0.0601 980 0.0235 1320 0.0190 1660 2000 310 0.02G6 650 0.0358 990 0.0235 1330 0.0190 1670 2010 320 0.0256 660 0.0326 100D 0.0235 1360 0.0190 1680 2U20 730 0.0361 670 0.0331 1010 0.0207 1350 0.0190 169D 2D30 ]d0 D.0267 680 0.0330 1020 O.OlBd 1360 0.0190 1700 2060 -_._„+.,n,h4'si