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<br />Table 9.3, Summary of Dirtv Woman and Crvstal Creek Peak Discharae Data,
<br /> " ,'"""iiii','.'.,. .'.,,'..,...,.'..,.'....
<br /> 1qO.y.llaf ,. .,.,,' ....., .".i'OO-Y~ar '
<br /> Peak Discliar!le , 'i'!e3i< Discharge
<br />Design Point Area Eliistl6tiCOiidilibil ,.oesian Flows
<br /> (2 hour storm1 (2 hour storm1
<br />CC1 1.43 1,260 1,290
<br />CC2 1,34 1,210 1,220
<br />CC3 0,74 640 640
<br />CC4 0,66 490 590
<br />CC5 0,58 530 530
<br />CC6 0.46 420 420
<br />DW1 4,93 3,190 3,260
<br />DW2 4,85 3,140 3,210
<br />DW3 4.49 2,880 2,940
<br />DW4 4,36 2,810 2,870
<br />DW5 3,96 2,510 2,520
<br />DW6 2,57 2,340 2,340
<br />DW? 2.40 2,200 2,200
<br />DW8 2,35 2,180 2,180
<br />DW9 2,03 1,180 1,880
<br />UDW1 0,63 590 590
<br />UDW2 0,58 510 510
<br />UDW3 0,36 310 310
<br />UDW4 0,14 150 150
<br />SDW1 0,34 320 320
<br />SDW2 0,28 230 230
<br />SDW3 0,99 90 90
<br />MDW1 0,35 350 350
<br />MDW2 0,26 240 240
<br />MDW3 0,17 160 160
<br />NDW1 0,61 630 630
<br />NDW2 0,50 500 500
<br />NDW3 0,36 350 350
<br />NDW4 0,10 150 150
<br />LDW1 1,19 480 480
<br />LDW2 1,19 1,240 1,240
<br />LDW3 0,79 880 880
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<br />9,5
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<br />Resource Consultants & Engineers, Inc,
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