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q - <br />� - <br />6/16/94 DOWL Engineers page 2 <br />TRF EVERETT 2�1AGNOLIA HI-FI <br />--------------- <br />________________________DE;TAIL BASIN Si.R+RdARY <br />BP.SIN ID: PVMT2 <br />ggUfI METHODOLOGY <br />TOTAL AREA........ <br />RAINFALL TYPE....: <br />PRECIPITATION....: <br />TIME INTERVAL....: <br />TIDiE OF CONC.....: <br />ABSTRACTION COEFF: <br />TcReach - Sheet <br />TcReach - Channel <br />pEAK RATE: 0.32 <br />NAME: DEV PVMT TO WETPOND <br />0.79 Acres BASEFLOV�S: 0.00 cfs <br />USER1 PERVIOUS AREP. <br />1.55 inches AREA..: 0.00 Acres <br />10.�0 min CN....: 86.00 <br />3.43 min IMPERVIOUS AREP. <br />0.20 AREA••: 0.79 Acres <br />CN....: 98.OQ <br />L: 190.00 ns:0.0110 p2yr: 1.55 s:0.0357 <br />L: 290.00 kc:�2.00 s:0.0050 <br />cfs VOL: 0.09 Ac-ft TIME: 470 min <br />7.� DESIGN TTtg DESIGN TIME DESIGN TIYS DFSIGN 7IY.E DE'IGN TIY� AVNOFF <br />AUNOFF <br />Rt1NC1'F AVNOFF AUNOFF A�O� <br />!�l lc£sl (min) IctA lminl Icfs) Ic!nl (c£s1 lcinl (cfs) Icin) fcfo) <br />_ :ss:eeenav�-s:r.cs�aasscsezse:ax�=ae:es.:::evss=eces::.esessnae:=:cveec.s <br />'s10e"a:6CSAsve-{=3506i'a0LO5i0 690 0.0517 1030 0.0792 1370 0.0297 1710 <br />Zp 360 O.OSBS 700 0.0517 1060 0.0750 1300 0.0]9Z 1720 <br />30 ?70 0.0586 710 0.0517 SD50 0.0]41 1390 0.0]92 1730 <br />60 380 0.0596 770 0.0518 3060 0.0291 1600 0.0292 77G� <br />50 390 0.0599 730 0.0518 1G70 0.0291 1610 0.[292 1750 <br />60 Ou0 0.0605 760 O.OS1B IO6D 0.G291 3C20 0.029'< 3760 <br />�� y!p 0.0760 750 0.0518 1090 0.0791 1C30 0.0292 1770 <br />80 O.OD10 820 0.0809 764 0.0519 1300 O.U291 1di0 0.0292 1780 <br />90 0.0026 630 0.0875 770 0.0655 1110 0.0291 1L50 0.0119 1800 <br />200 O.00C1 CJO 0.1068 780 0.0603 1120 0.0291 1060 1810 <br />110 0.0065 C50 0.1225 790 0.0617 1130 0.0291 1C70 1820 <br />170 0.0090 660 0.1850 BDO 0.0611 liCO 0.0291 SG80 1830 <br />130 0.0107 370 0.3227 B10 0.0612 1150 0.0291 SC90 38G0 <br />160 0.0123 680 �•Z720 820 O.OQ12 1160 0.0791 1500 <br />150 0.0138 690 0.1357 830 0.0612 1170 0.02"1 1530 1860 <br />160 0.0151 500 0.3G53 BCO 0.0612 1180 0.0291 15]6 1070 <br />170 0.0186 530 0.0921 850 7.0612 1190 0.0291 1530 1880 <br />380 0.0215 520 0.0968 860 0.0612 1700 0.0291 1560 1899 <br />130 0.0227 530 0.0753 870 0.061] 1210 0.0291 1550 1900 <br />100 0.0260 560 0.0598 B80 0.0612 1220 0.0291 1560 1910 <br />'<10 0.0252 550 C.06Y8 890 0.0383 3230 0.0291 1570 1920 <br />320 0.0263 560 0.0623 900 0.0358 17C0 0.0291 1580 1930 <br />Y30 0.0301 570 �•0625 930 0.0363 1250 0.0291 1590 1960 <br />2<0 0.0335 SBO 0.0675 920 0.0362 :260 0.0]91 1600 1950 <br />250 0.0363 590 0.0626 930 0.0362 1270 0.0292 1610 1960 <br />260 0.O75C 600 G•0627 9C0 0.0]62 I280 0.0293 1620 :970 <br />270 O.OJ63 630 0.0628 950 0.0362 1290 0.0297 1630 1980 <br />280 0.0372 620 0.0628 960 0.0363 1300 0.0292 16d0 1Y90 <br />290 O.�II19 6�0 O.C629 970 0.0363 1330 0.0292 3650 2000 <br />300 0:0660 660 a•0629 980 0.0363 1320 0.0292 1660 Z010 <br />3:0 0.0663 650 0.0562 990 0.0363 1330 0.0292 1670 2020 <br />320 0.0672 660 J.0507 1000 0.0363 13C0 0.0292 1600 Z03D <br />330 0.0680 670 0.0518 1010 0.0320 1350 0.0292 3690 2060 <br />'CO 0.0487 680 0.0516 10i0 0.0285 1360 0.029i 1700 <br />