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1 <br /> � 10/18/97 3 :6:17 pm S•7&H Pacific, Inc. page •l <br /> Lot 2F EAST Wetpond <br /> Live Storage Calculation <br /> I _____________________________________________________________________ <br /> DETAIL BASIN SU:•iMARY <br /> I BASIN ID: post100 NAME: Post 100 yr for 4]ater Quality <br /> SBUH METHODOLOGY <br /> TOI'AL AREA. . . . . . . : 9.78 Acres BASEFLOS�S : 0 . 00 cfs <br /> I RAINFALL TYPE. . . . : TYPElA PERV IMP <br /> PRECIPITATION. . . . : 3 .25 inches AREA. . : 0 . 00 Acres 9.78 Acres <br /> TIME INTERVAL. . . . : 10 . 00 min CN. . . . : 0 . 00 96. 19 <br /> TC. . . . : 0 . 00 min 9.03 min <br /> IABSTRACTION COEFF: 0 .20 <br /> impTcReach - Sheet L: 200 . 00 ns : 0 . 0110 p2yr: 1 . �5 s : 0 . 0300 <br /> � impTcReach - Channel L: 1500 . 00 kc :42 . 00 s : 0 . 0085 <br /> PEAK RATE: 6 . 16 cfs VOL: 2 . 30 Ac-ft TIME: 480 min <br /> TIME OESIGN 7IME DESICN TIME OESIGN C:M.E OES:CIi ::NE DESIGN :IMfi D6SIQ1 <br /> � RVNOFF AI7:IDFF RUNOFF RUNOFF RVNOFF RIINOFF <br /> ;min� (cfe) (minl ;de) lmiN (cfe) �^�in) (cEs) ;rin) icfa) (minl (cte) <br /> """.""'.............................."."............"'...........................�.........."" <br /> � 10 330 1.1697 610 1.6t9J 910 1.095? I210 0.]97I 1510 0.0007 <br /> 7p ]20 1.4716 670 1.5811 9]0 I.301Z 1270 0.7BCt 1520 <br /> 7p J]0 1.5317 fiI0 1.5676 970 1.3073 12]0 0.'l871 I570 <br /> �p ]�0 7.5590 6�0 1.5575 ?40 1.0�69 :=�0 0.'1935 15{0 <br /> I 50 350 :.5891 650 1.5568 °SO 1.1C20 �:50 0.188"! IS50 <br /> 60 360 :.6113 660 1.5588 '�io 1.:-.i� ==0 0.]B]i 1560 <br /> ]0 0.0003 370 3.58i1 670 1.N6B :-'J J.."-94 :��0 0.]978 1570 <br /> I BO 0.0171 J80 -.510� 6B0 1.3020 �=� J.':BO -�30 0 J890 1580 <br /> 90 0.0671 390 :.5311 690 1.7608 �90 O.G57] :=90 0.'1B'16 1590 <br /> 100 0.1378 400 _.537� '100 1.3561 :U00 0.G331 :300 0.'l941 1600 <br /> � I10 0.1811 910 :.5572 710 1.3185 :030 0.6770 :330 0.7092 1610 <br /> 120 0.7355 i20 :.5591 '130 1.3�67 .0I0 0.G130 :J20 0.]8]9 1620 <br /> 130 0.70�5 430 3.37a7 '170 1.2517 :030 0.'.108 �i30 0.7375 1630 <br /> 1<0 0.3821' 4�0 3.1170 7�0 1.2189 1040 O.BBfi9 :3i0 0.66J8 16�0 <br /> ISO 0.�407 450 i.3969 '150 1.2480 :]50 0.9=81 :+50 0.6438 7650 <br /> ' 1G0 0.187] 9fi0 :.1599 760 1.7548 :�GO O.F�105 :iu0 O.n]ll 1660 <br /> 1]0 0.573] �70 5.'1185 070 1.250� :J70 J.9�lil :7�0 0.6N6 1670 <br /> I100 0.5729 190 v.16�7 '190 1.7�9. _JEO U.^�°] :_'80 0.6355 1fi60 <br /> I 190 0.60�6 490 5.0113 �90 1 1125 ::90 J.F916 :3?0 0.6I91 1690 <br /> 200 0.679� 500 3.7966 800 0.9981 ::00 U.6:59 :+OU 0.6340 1700 <br /> 310 0.6697 510 2.9368 B10 0.956B ::10 0.']941 =�110 �.6755 1710 <br /> 370 0.6917 530 2.69'19 Bi0 0.9�51 1370 0.99'!0 Ia20 0.G293 1720 <br /> 270 0.7193 570 3.5182 B30 0.9�39 1170 0.846) :�70 O.ti341 7730 <br /> 310 0.747J 540 :.IB]7 810 0.9112 !140 O.GOOB lai0 0.6356 1740 <br /> 250 0.8018 550 3.195] B50 0.99�8 :I50 0.'1?93 IiS� 0.a060 1750 <br /> 360 O.B721 560 1.8782 860 1.0'108 :1G0 0.7'115 1360 0.1167 1760 <br /> 770 0.907] 5'10 1.i16B 070 1.0929 _170 0.�621 '+:�0 0.07J� 1770 <br /> 780 0.93�0 SBO 1.]I55 890 1.09]7 ::80 J.�?1] :;d0 O.00P6 1780 <br /> 790 0.95J3 590 i.70�0 890 1.0996 ::90 J."' �-.. ].70 O.i1�28 1]90 <br /> 700 0.9"100 600 :.]019 900 1.1018 ..:'.J . �� _=:9 O.0008 1900 <br /> I <br />