Laserfiche WebLink
f <br /> � 10/18/97 3 :6 : 16 pm ��7&H Pacific, Inc. page 3 <br /> �ot 2F EAST 47e�pond <br /> Live Storage Calculation <br /> _____________________________________________________________________ <br /> ! DETAIL BASIN SUMMARY <br /> � BASIN ID: postl0 NAME: Post 10 yr for Water Quality <br /> SBUH METHODOI�OGY <br /> TOTAL AREA. . . . . . . : 9 .78 Acres BAS�FLOWS : 0 . 00 cfs <br /> RP.INFALL TYPE. . . . : TYPElA PERV IMP <br /> � PRECIPZTATION. . . . : 2 .25 inches AREA. . : 0 . 00 Acres 9.78 Acres <br /> TTME INTERVAL. . . . : 10 . 00 min CN. . . . : 0 . 00 96. 19 <br /> I TC. . . . : 0 . 00 min 9. 03 min <br /> ABSTRACTION COEFF: 0 .20 <br /> impTcReach - Sheet L: 200 . 00 ns :0 . 0110 p2yr: 1 . 55 s :0 . 0300 <br /> � impTcReach - Channel L: 1500 . 00 kc :42 . 00 s :0 . 0085 <br /> PEAK RATE: 4 . 05 cfs VOL: 1 . 50 Ac-ft TIME: 480 min <br /> TIME C�SICN :'IMC 06SICN TIME DESIGN ::RE DE3:CN TIME OESSGN TIME 06SIGN <br /> ' RUNOFF RUNOFF RVNOFF P.I;�=FF RL'N�FF RUNDFF <br /> (min) (cfe) (mSN (cfe) 1m1n1 (cfel -_�1 :�iN cfal ImSN (c[e) <br /> ..""".."'...........................�..........................e..................................... <br /> I lU 31U 0.6952 610 1.1797 �:? 0,';i2 1].10 O.Silfi 1510 0.0001 <br /> 20 730 O.B�10 fi20 1.06�8 2:0 0.'i89 1:20 0.5384 1520 <br /> 30 3I0 0.9015 630 1.OSJ0 ?30 0.'1:�2 1270 0.5776 1570 <br /> q0 7�0 0.9398 6�0 1.016] Aa0 0.7463 1790 0.5920 1540 <br /> I 50 350 0.9655 650 1.0497 950 0•7500 1250 0.5300 1550 <br /> 60 760 0•9871 660 1.0516 960 0.�513 1260 0.5J79 1560 <br /> �p ]'p 0.9770 670 0.976G 9�0 0.6327 1270 O.SG24 1570 <br /> I BO Jd0 0.9559 6B0 0.8'!93 ?BO O.:BBB 1280 0.5391 1580 <br /> 90 790 0.9556 690 O.B518 390 0..4v6 1'.90 0.538J 1590 <br /> 300 0.0060 400 0.9612 '100 0.8189 :7C0 0..713 =700 0.5437 1600 <br /> I I30 0.0263 �10 0.978] 710 0.8141 !]:0 O.:lll I110 0.5395 1610 <br /> , 120 0.0559 a7a 0.9866 720 0.6�J2 ._2J �.+3:2 13'.0 O.S]H6 1670 <br /> 170 0.0939 1l0 1.1726 �30 0.8480 .._� .._:i'/ 1370 0.5014 1630 <br /> 140 O.II'!0 940 1.9960 '1i0 O.B157 _.+. �� .�+0 1]40 C.i53B 16�0 <br /> . 150 0.17�5 450 2.1875 750 0.8150 .:'J 0.9:1G 1357 O.i402 1650 <br /> �I 160 0.1072 i60 2.8907 '160 O.B499 .:00 O.c410 17G0 0.4717 1660 <br /> 170 0.3793 �70 l.]599 770 0.8�73 1�70 0.6336 1J70 O.aJ40 lfi'!0 <br /> 180 0.2681 180 4.0527 780 f 8169 1080 O.c�45 1780 0.4746 1680 <br /> 190 0.2927 �90 J.]105 '190 0.7'!46 1790 0.l.OB1 1J90 O.a103 1690 <br /> 700 O.I1B5 500 7.2502 800 0.6'!69 3100 0.556a 1a00 0.4J37 1700 <br /> 230 0.7�14 510 1.9515 810 0.6t90 .::� O.Si16 Id10 0.4347 171J <br /> 7^0 0 J607 520 1.]967 B70 0.6113 !179 0.3e01 1i20 0.370J 1730 <br /> I.10 0.381� 5J0 1.68LB B)0 O.G793 1:7) 0.5^��I ::70 O.aJl9 1770 <br /> 210 0.7999 540 1.6590 040 0.6JB9 .-,. ����:y9 •.40 O. I149 1"!10 <br /> I 250 0.1JB5 550 1.�690 BSO 0.6755 :`V G.=:aS 1a50 0.2�78 1750 <br /> 360 O.4B75 560 1.4J12 86� 0.7702 O.E272 1•160 �.d"198 1'160 <br /> 270 0.5096 5]0 1.164� 870 0.7{24 __"0 0.3J18 1J70 O.J229 1000 <br /> I 3B0 0.5322 SBO 1.1517 9B0 . 0.7�]5 ::90 O.SiO� 1J80 0.0066 1�d0 <br /> 390 0.5471 590 1.144{ 890 0.7�73 :190 0.5778 1390 0.0019 1'190 <br /> J00 0.5631 600 1.1438 900 0.'/490 _::J O.Ci]1 I500 0.0005 19U0 <br /> I <br />