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• • FALL CREEK <br /> + ' ENGINEERING,INC. <br /> 7 <br /> 3 ? v E a O z 5 <br /> Date U a° m U vi a <br /> 1 122 52 58 3 552 77 56 23 452 13.0 14.0 <br /> 2 77 30 58 3 329 20 55 23 270 8.9 8.7 <br /> 1/31/04 3 173 73 77 3 311 27 77 43 255 18.1 10.5 <br /> 4 109 43 73 5 409 112 73 16 335 12.3 12.5 <br /> 5 141 55 76 8 580 92 63 14 475 15.1 14.4 <br /> 6 154 64 76 6 640 95 45 8 525 16.4 14.7 <br /> 1 149 73 79 3 689 80 98 22 565 16.9 17.1 <br /> 2 76 38 80 3 323 30 53 18 265 10.5 8.5 <br /> 4/24/2004 3 159 89 53 3 717 35 71 29 588 17.6 16.3 <br /> 4 86 55 61 3 339 100 71 13 278 11.5 10.8 <br /> 5 163 78 73 3 634 70 61 10 520 17.8 14.3 <br /> 6 124 64 67 4 583 97 56 8 478 14.4 14.0 <br /> 1 100 55 94 2 549 85 107 16 450 13.6 14.8 <br /> 2 67 31 53 3 360 30' 58 16 295 8.3 9.1 <br /> 8/9/2004 3 dry <br /> 4 72 32 53 2 281 108 99 10 230 8.6 10.4 <br /> 5 90 44 69 3 640 68 85 6 525 11.1 14.6 <br /> 6 100 48 57 2 610 103 47 5 500 11.4 14.2 <br /> 1 115.0 60.3 54.0 2.5 488.0 75.0 ' 72.8 12.1 400.0 13.1 12.5 <br /> 2 75.0 37.4 46.8 6.8 359.9 42.5 60.5 19.2 295.0 9.0 j 9.7 <br /> 12/1/2004 3 150.0 77.0 64.5 2.0 671.0 50.0 66.2 15.6 550.0 16.7 14.9 <br /> 4 80.0 47.5 57.0 2.4 311.1 100.0 74.5 10.2 255.0 10.4 10.2 <br /> 5 130.0 65.0 60.0 2.4 588.7 40.0 71.2 11.6 482.5 14.5 13.1 <br /> 6 75.0 58.0 59.0 2.3 567.3 90.0 45.6 3.8 465.0 11.1 13.1 <br /> 1 122.5 59.2 62.4 4.0 457.5 72.4 58.4 19.9 375.0 13.8 12.2 <br /> 2 70.4 34.5 47.2 1.8 317.2 27.5 44.4 19.9 260.0 8.4 8.3 <br /> 3 129.4 78.3 71.3 1.8 762.5 30.0 63.7 20.9 625.0 16.0 16.2 <br /> 2/24/05 <br /> 4 97.6 43.0 44.8 2.1 305.0 92.5 69.1 34.2 250.0 10.4 11.5 <br /> 5 145.3 63.0 63.5 16.6 646.6 74.9 81.8 14.2 530.0 15.6 15.4 <br /> 6 133.9 62.4 50.7 2.6 588.7 90.0 35.4 7.6 482.5 14.1 13.5 <br /> 1 108.0 52.0 45.2 3.5 475.8 64.9 58.0 11.8 390.0 11.7 11.7 <br /> 2 79.9 39.3 44.9 3.0 323.3 24.9 63.4 10.5 265.0 9.2 8.1 <br /> 5/9/05 3 174.9 82.7 75.1 3.2 829.6 19.9 79.0 24.9 680.0 18.9 17.6 <br /> 4 84.2 40.1 44.9 2.4 317.2 79.9 72.4 9.9 260.0 9.5 9.7 <br /> 5 153.3 55.8 65.5 4.8 652.7 44.9 .72.4 6.1 535.0 15.2 13.9 <br /> 6 131.7 57.1 43.9 3.2 579.5 89.9 43.6 2.3 475.0 13.3 13.1 <br /> 1� <br />