My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD10360 (2)
CWCB
>
Floodplain Documents
>
Backfile
>
10001-11000
>
FLOOD10360 (2)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/23/2009 12:41:20 PM
Creation date
6/26/2007 11:50:12 AM
Metadata
Fields
Template:
Floodplain Documents
County
Washington
Community
Otis
Title
Preliminary Design, SW Drainageway, Railroad to Washington Street, Town of Otis Colorado
Date
1/1/1997
Prepared For
Otis
Prepared By
McLaughlin Water Engineers, Ltd.
Floodplain - Doc Type
Floodplain Report/Masterplan
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
74
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
<br />I <br /> 2660. C I aWE <br />I 2680. C I . aWE <br /> 2700. C I . a EL <br /> 2no. C I . a E L <br /> 2740. C I. a E L <br />I 2760. C I a WE L <br /> 2780. C I aWE L <br /> 3755.00 2800. C .1 a E L <br />I 16DEC96 08:35:47 PAGE 12 <br />I <br /> THIS RUN EXECUTED 16DEC96 08:35:48 <br />I ************************************* <br /> HEC-2 WATER SURFACE PROFILES <br />I Vera i on 4.6.2; May 1991 <br />************************************* <br />I NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST <br />I US RR TO DADE ST <br /> SUMMARY PRINTOUT TABLE 150 <br />I SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K <br />I 960.000 .00 .00 .00 23.00 SOO.OO 30.00 .00 30.03 1.54 1.29 622.04 644.0 <br /> * 1170.000 210.00 .00 .00 23.30 SOO.OO 30.04 .00 30.05 .55 .85 940.21 1079.1 <br />I * 1440.000 270.00 .00 .00 23.90 800.00 30.06 .00 30.08 1.19 1.10 n5.75 733.1 <br />I 1695.000 255.00 .00 .00 24.60 SOO.OO 30.10 .00 30.11 .91 .87 923.79 837.3 <br /> 1900.000 205.00 .00 .00 25.10 SOO.OO 30.12 .00 30.14 1.31 1.03 m.81 700.3 <br />I * 2055.000 155.00 .00 .00 26.00 800.00 30.15 .00 30.18 3.00 1.55 514.91 461.6 <br /> 2220.000 165.00 .00 .00 26.40 800.00 30.21 .00 30.23 2.50 1.31 612.48 506.0 <br />I * 2305.000 85.00 .00 .00 26.60 800.00 30.24 .00 30.33 13.20 2.42 330.31 220.1 <br />I 2380.000 75.00 .00 .00 26.SO 800.00 30.32 .00 30.40 7.34 2.35 341.14 295.2 <br />* 2435.000 55.00 .00 .00 26.90 800.00 30.26 .00 31.01 32.91 6.94 115.20 139.4 <br />I 2550.000 115.00 .00 .00 27.50 SOO.OO 31.38 .00 31.61 19.22 3.81 209.n 182.4 <br /> * 2665.000 115.00 .00 .00 28.10 SOO.OO 31.77 .00 31.82 5.28 1.75 457.70 348.2 <br />I 2770.000 105.00 .00 .00 28.40 800.00 31.84 .00 31.92 10.61 2.33 343.76 245.5 <br />I 2860.000 90.00 .00 .00 28.60 800.00 31.95 .00 32.01 6.13 1.91 419.89 323.2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.