FLOOD04180

• County: Weld
• Basin: South Platte
• Title: Project Notebook for I-25 Corridor Master Drainage Plan South Weld County: Volume 1 of 2
• Date: 12/6/1999
• Prepared For: Weld County Public Works
• Prepared By: Anderson Consulting Engineers, Inc.
• Floodplain - Doc Type: Floodplain Report/Masterplan

. 43.000 B(t,
420.00 .00 .00 4848.63 3000.00 4859.72 4859.72 4860.58 22.96 9.56 683.87 626.13
. 43.000 420.00 .00 .00 4848.63 3200.00 4859.90 4859.90 4860.70 21. 70 9.42 7S4.86 686.99
. 43.000 420.00 .00 .00 4848.63 3400.00 4859.98 4859.98 4860.81 22.76 9.69 783.59 712.60
43.000 420.00 .00 .00 :'848.63 3600.00 4859.91 4859.91 4860.91 27.29 10.56 7S7.32 689.17
. ~.OOO 467.00 .00 .00 4851.01 2000.00 4860.83 .00 4861.23 17.41 6.66 463.54 479.29
. ...000 :'67.00 .00 .00 4851.01 2500.00 4860.81 .00 4861.45 27.60 8.37 460.72 475.88
44.000 :'67.00 .00 .00 4851.01 2800.00 4861.00 .00 4861. 70 29.93 8.85 490.08 511.77
44.000 467.00 .00 .00 4851.01 3000.00 4861.10 .00 4861.85 31.83 9.20 506.26 531.78
44.000 467.00 .00 .00 4851.01 3200.00 4861.16 .00 4861.98 34.74 9.66 515.22 542.92
44.000 467.00 .00 .00 4851.01 3400.00 4861.28 .00 4862.13 35.73 9.89 535.92 568.83
44.000 467.00 .00 .00 4851.01 3600.00 4861.53 .00 4862.34 33.45 9.7S 578.16 622.46
45.000 660.00 .00 .00 4854.08 2000.00 4862.17 .00 4862.93 35.28 8.35 333.7S 336.70
45.000 660.00 .00 .00 4854.08 2500.00 4862.7S .00 4863.50 33.98 8.54 419.33 428.85
45.000 660.00 .00 .00 4854'.08 2800.00 4863.05 .00 4863.80 33.34 8.63 472.22 484.95
45.000 660.00 .00 .00 4854.08 3000.00 4863.25 .00 4863.99 32.79 8.67 508.90 523.92
45.000 660.00 .00 .00 4854.08 3200.00 4863.46 .00 4864.18 31.57 8.63 551. 65 569.56
45.000 660.00 .00 .00 4854.08 3400.00 4863.64 .00 4864.35 30.99 8.64 590.01 610.79
45.000 660.00 .00 .00 :'854.98 3600.00 4863.77 .00 4864.49 31.41 8.77 619.21 642.38

SECNO XlCN ElTRD EllC ElMIN Q CWSEl CRI~S EG 10*KS VCH AREA .01K
46.000 672.00 .00 .00 4859.32 2000.00 4865 .83 .00 4866.27 70.09 6.50 460.54 238.90
46.000 672.00 .00 .00 4859.32 2500.00 4866.18 .00 4866.56 58.78 6.27 592.96 326.07
46.000 672.00 .00 .00 4859.32 2800.00 4866.37 .00 4866.73 53.91 6.15 665 . 95 381.37
46.000 672.00 .00 .00 4859.32 3000.00 4866.48 .00 4866.83 51.26 6.09 713.84 419.02
46.000 672.00 .00 .00 4859.32 3200.00 4866.58 .00 4866.93 50.14 6.10 7S4.68 451. 94
46.000 672.00 .00 .00 4859.32 3400.00 4866.68 .00 4867.02 48.23 6.06 800.32 489.56
46.000 672.00 .00 .00 4859.32 3600.00 4866.80 .00 4867.13 45.38 5.97 853.47 534.43
47.000 125.00 .00 .00 4859.40 2000.00 4866.68 .00 4867.12 68.63 6.21 407.07 241.41
47.000 125.00 .00 .00 4859.40 2500.00 4866.93 .00 4867.44 7S.47 6.73 478.65 287.78
47.000 125.00 .00 .00 4859.40 2800.00 4867.07 .00 4867.60 78.7S 7.00 521. 08 315.52
47.000 125.00 .00 .00 4859.40 3000.00 4867.15 .00 4867.71 80.76 7.16 548.86 333.82
47.000 125.00 .00 .00 4859.40 3200.00 486,7.24 .00 4867.81 81.84 7.28 578.82 353.72
e 7.000 125.00 .00 .00 4859.40 3400.00 4867.32 .00 4867.90 83.06 7.41 607.71 373.05
7.000 125.00 .00 .00 4859.40 3600.00 4867.40 .00 4868.00 83.69 7.51 638.05 393.52
* 48.000 42.00 .00 .00 4869.50 2000.00 4870.65 4870.65 4871. 01 317.93 4.89 419.71 112.17
* 48.000 42.00 .00 .00 4869.50 2500.00 4870.78 4870.78 4871. 18 306.17 5.17 498.28 142.88
. 48.000 42.00 .00 .00 4869.50 2800.00 4870.85 4870.85 4871. 27 300.78 5.32 543.70 161.45
. 48.000 42.00 .00 .00 4869.50 3000.00 4870.90 4870.90 4871.33 294.27 5.38 57S.72 174.88
. 48.000 42.00 .00 .00 4869.50 3200.00 4870.94 4870.94 4871.39 292.37 5.47 604.42 187.15
. 48.000 42.00 .00 .00 4869.50 3400.00 4870.98 4870.98 4871 .44 288.08 5.54 634.73 200.32
* 48.000 42.00 .00 .00 4869.50 3600.00 4871.02 4871.02 4871.49 285.13 5.62 663.88 213.20
. 49.000 25.00 .00 .00 4869.50 2000.00 4871. 25 .00 4871.34 47.20 2.50 831.92 291.10
* 49.000 25.00 .00 .00 4869.50 2500.00 4871.41 .00 4871. 52 48.89 2.69 966.45 357.54
* 49.000 25.00 .00 .00 4869.50 2800.00 4871. 50 .00 4871.62 49.69 2.80 1043.77 397.20
* 49.000 25.00 .00 .00 4869.50 3000.00 4871. 56 .00 4871 .68 50.39 2.86 1092.29 422.60
. 49.000 25.00 .00 .00 4869.50 3200.00 4871.61 .00 4871. 74 50.76 2.92 1142.22 449.14
* 49.000 25.00 .00 .00 4869.50 3400.00 4871.66 .00 4871 .79 51.36 2.98 1189.09 474.41
* 49.000 25.00 .00 .00 4869.50 3600.00 4871.71 .00 4871.85 51. 79 3.04 1236.34 500.22
. 50.000 15.00 .00 .00 4861. 76 2000.00 4871.31 .00 4871. 37 4.05 2.94 1144.46 994.37
* 50.000 15.00 .00 .00 4861. 76 2500.00 4871.48 .00 4871.55 5.24 3.39 1248.22 1091.98
. 50.000 15.00 .00 .00 4861.76 2800.00 4871. 57 .00 4871 .65 5.95 3.64 1306.87 1147.97
. 50.000 15.00 .00 .00 4861.76 3000.00 4871.62 .00 4871.71 6.43 3.79 1343.47 1183.22
* 50.000 15.00 .00 .00 4861.76 3200.00 4871. 68 .00 4871 .77 6.88 3.94 1381.40 1219.97
. 50.000 15.00 .00 .00 4861.76 3400.00 4871.73 .00 4871. 83 7.34 4.08 1417.57 1255.24
* 50.000 15.00 .00 .00 4861. 76 3600.00 4871. 78 .00 4871.88 7.79 4.22 1452.58 1289.58
51. 000 245.00 .00 . .00 4861.48 2000.00 4871. 40 .00 4871 .46 3.10 2.57 1107.43 1135.16
51.000 245.00 .00 .00 4861.48 2500.00 4871.59 .00 4871 .66 4.08 2.98 1218.59 1238.35
51. 000 245.00 .00 .00 4861.48 2800.00 4871.70 .00 4871 .78 4.64 3.21 1284.30 1299.75
51. 000 245.00 .00 .00 4861.48 3000.00 4871.76 .00 4871 .85 5.03 3.35 1325.32 1338.26
51.000 245.00 .00 .00 4861. 48 3200.00 4871.83 .00 4871. 92 5.39 3.49 1367.39 1377.92
51. 000 245.00 .00 .00 4861.48 3400.00 4871.89 .00 4871. 99 5.76 3.62 1408.88 1417.19
51. 000 245.00 .00 .00 4861.48 3600.00 4871. 95 .00 4872.05 6.11 3.74 1449.65 1455.95
.
SECNO XlCN ELTRO EllC ElMIN Q CWSEL CRI~S EG 10*K5 VCN AREA .01K
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