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WSP03469
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Last modified
1/26/2010 12:50:33 PM
Creation date
10/11/2006 11:45:17 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8220.200.05.P
Description
Hoover Dam/Lake Mead/Boulder Canyon Project
Basin
Colorado Mainstem
Date
5/10/1979
Author
USACOE
Title
Transcript of a Public Hearing for Re-evaluation of A Flood Control Operation Plan for Hoover Dam: Los Angeles CA
Water Supply Pro - Doc Type
Report/Study
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<br />. <br /> <br />. <br /> <br />Q <br />c <br />c: <br />~ <br /> <br />c <br /> <br />-- <br /> <br />. <br />~ <br /> <br />. <br />. <br />~ <br /> <br />. <br />. <br />~ <br />. <br /> <br />z <br /> <br />w <br />. <br />. <br />~ <br />. <br /> <br />.; <br />w <br />. <br />. <br />. <br />. <br />~ <br /> <br />.......- <br /> <br />. <br /> <br />. <br /> <br />MR. EVELYN: Well, that would be dependent on the <br /> <br />2 loca tion. <br /> <br />3 <br /> <br />MR.. MAY: The bottom part, yes. Needles, specifi- <br /> <br />4 cally? <br /> <br />5 <br /> <br />MR. EVELYN: Well, we do have some over flow area <br /> <br />6 maps along with this, and even within the reach itself, it . <br /> <br />7 would be some variation. <br /> <br />; <br />. <br />,. <br />;'f <br /> <br />8 Perhaps you could come up after the meeting and we <br /> <br />I: <br />~" I <br /> <br />9 could actually show you some of the over-flow maps that we have <br /> <br />" <br /> <br />10 developed. <br /> <br />i. <br />. <br /> <br />11 <br /> <br />MR. MAY: I observed a map that I have seen, that <br /> <br />12 the abbreviated, or agreed upon elevation on the California <br /> <br />,. <br /> <br />13 side of the dike, Needles that is, 475, is that considered a <br /> <br />~'. ' <br /> <br />>;. <br /> <br />14 stable elevation? <br /> <br />. <br />:; <br /> <br />15 MR. EVELYN: <br /> <br />Are you referring to the Colorado River <br /> <br />16 levee? <br /> <br />", <br /> <br />17 <br /> <br />MR. MAY: Yeah, levee? <br /> <br />, <br />, <br />~ <br />, <br />I <br /> <br />18 MR. EVELYN: Okay, well those are designed to, what <br /> <br />19 they call, the levee design flood. I believe in t~at reach, <br /> <br />20 that would be a discharge of about 70,000 cubic feet per second <br /> <br />21 consequently, that would be a very safe Elevation. <br /> <br />22 MR, MAY: Uh~huh; thank you. <br /> <br />. <br />, ' <br />, <br /> <br />23 <br /> <br />COL KEYS: Yes, sir. <br /> <br />24 <br /> <br />Do I have any other questions? <br /> <br />25 <br /> <br />Again, then in answer to Mr, May's question, our <br />
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