FLOOD07235

• County: Garfield
• Community: Parachute
• Stream Name: Parachute Creek, Colorado River
• Basin: Colorado Mainstem
• Title: HEC-2 Technical Addendum Parachute Creek
• Date: 10/1/1989
• Prepared For: Parachute
• Prepared By: Langford & Associates
• Floodplain - Doc Type: Data

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15:lZ1lli: 17

PAGE 27

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THIS RUN .EXECUTED 0'i-,:17I-8'3
~.*....~*..***.*.**...*.~~*~+*.****.**************
HEC2 RELEASE DATED NOV 76 UPDATED MRY 1984
ERRlIP COFR - 01,02,lZ13,04,05,06
"'~DJ)JF1U)rIDN - 5~,51,52,53154,55,56
H:M-PC-XT VERSION RUGUST 19B5
Y"r.-l'4'~(~~.~J...'**'~('.~****'.**.*************
111)1r.- 11STER I SK ,.) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST
J['''' J(IIIN S. GRIFFITH, P.E
SUMMARY PRINTOUT HlBLE 15t21
5ECNU XLC/J ELTRD ELLC ELMIN D CI-JSEL CRIWS EG 101{*5 VCH AREA .01K
1. 000 .00 .00 .00 5064.00 3000.00 506B.66 .00 5068. 73 13.2'3 2.07 1466.03 822.94
1. ill00 .00 .00 .00 5064.00 4000.00 5069. 15 .00 506'3.23 13.36 2.32 1772.73 1094.40
1.00121 .00 .00 .00 5064.00 4218.00 5069.23 .00 5069.32 13.5121 2.3B 1831.17 1147.79
1.lZil(llZi .00 . "0 .00 5064.00 50il1lll.ill0 5069.57 .00 5069.66 13.50 2.54 2059.2"5 1360.75
. 2.000 300.00 .00 .00 5068.60 3000.00 5071. 21 5071.21 5071. 69 3'3121.91 5.64 542.75 151.73
. 2.00121 300.00 .00 .00 506B.60 4000.00 5071.40 5071. 40 5071. 99 378.40 6.26 653.69 21215.53
. 2.000 300.00 .00 .00 5068.60 421B.00 5071.44 5071. 44 5072:.05 374.34 6.37 677.55 218.01
. 2.0fZ10 300.1('1121 .00 .00 506B.60 5000.00 5071.5B 5071.5B 5072:.27 363.66 6. 75 758.91 262.1'3
3.01{1Q1 130.0'0 .00 .00 5071. 50 3000.00 5073.62 .00 512173.85 90.71 3.91 767.90 314.'38
3.000 130.00 .00 .00 5071. 50 4000.00 5073.90 .00 5074.21 94.50 4.42 904.64 411.49
.3.000 130.00 .00 .00 5071. 50 4219.00 5073.96 .00 5074.27 95.3B 4.53 931.95 431.88
3. 0~1'~ 130.0121 .00 .00 5070.00 5000.00 5il174. 15 .00 5074.52 98.40 4.88 1023.92 504.05
. 4.000 170.0t21 .00 .00 5074.00 3000.00 5076.07 5076.07 5076. 70 324.58 6.39 475.59 166.52
. 4.000 170.00 .00 .00 5074.00 4000.00 5076.34 5075.34 5077.08 294.43 6.'32 604.6B 2:33.12
. 4.000 170.00 .00 .00 5074.00 4219.00 5075.41 5076.41 5077.15 295.20 6.99 634.41 249.77
. 4.12100 17'0. Q1!?1 .00 .00 5074.00 5000.00 5076.62 5076.62 5077.41 261.50 7.25 740.58 30'3.2:0
5.000 170.00 .00 .00 5076.B0 3000.00 5079.57 .00 507'3.86 114.02 4.'3'3 764.47 280.96
5.12100 170.00 .00 .00 5076.90 4000.00 507'3.88 .00 5080.21 IIB.45 5.4B 960.30 367.52
5.00~ 170.00 .00 .00 5076.80 4218.00 5079.93 .00 5080.2B 120.25 5.5B 998.7B 3B4.65
5. 0L.~0 171l). !Jill .f{:10 .00 5076.90 5000.00 5080.11 .00 5080.49 124.23 5.95 1134.56 44B.60
E.. 000 2f.0.00 .00 .00 512181.00 3000.00 50B2.B3 .00 5083.03 128.61 3.62 827.74 264.53
6.000 2E,0.00 .00 .00 50B1.00 4000.00 5083. 10 .00 51J83.33 119.24 3.B6 1036.17 3Gb. 31
6.000 260.00 .00 .00 5081. 00 421B.00 50B3. 16 .00 512183.39 116.77 3.99 1082.93 390.34
E. \~.M'l 260.013 .00 .00 50B 1. 00 5012113.130 5083.34 .00 5083.53 111.97 4.04 1;;:37.37 472.52
7.12100 320.1210 .00 .00 50B5.00 3000.00 5087.65 .00 50BB.05 161. 84 6.2B 755.19 235.B2
7.00111 320.00 .00 .00 50B5.00 4000.00 5087.BB .00 51388.35 173.31 6.97 945.47 303.94 .-,
7.1ll12l1ll 3213.00 .00 .00 50B5.00 4218.00 50B7.92 5087.B6 50BB.40 176.64 7.12 9B5.45 317.37
7. 'Z\Ii'\I?, ],:~lZI. 00 .00 .00 5085.00 5000.0fl1 50BB.06 5088.06 5088.57 180.65 7.48 1155.82 372.01
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