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1990-11-15_REVISION - M1988112 (3)
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1990-11-15_REVISION - M1988112 (3)
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Last modified
6/19/2021 12:54:08 PM
Creation date
11/21/2007 10:39:23 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M1988112
IBM Index Class Name
Revision
Doc Date
11/15/1990
Doc Name
REPORTS TRANSCRIPT OF PUBLIC HEARING VOLUME I APPLICATION OF BATTLE MENT PART 2
Type & Sequence
AM1
Media Type
D
Archive
No
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DRMS Re-OCR
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Signifies Re-OCR Process Performed
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177 <br /> 1 Q Okay. I would have to direct you to the <br /> 2 application which does include a reclamation <br />1 3 spillway at the northwest corner. <br /> 4 A But that would be after the project is <br /> 5 over with and after they've gone through their final <br /> 6 reclamation. But during the project itself, there <br />' <br /> 7 is no spillway on the collection pond, on the main <br />' 8 embankment, 150-foot, 155-foot high main embankment. <br /> 9 Probably really don't need one an the <br />' l0 splitter if, indeed, the Phase 1 is built like <br /> 11 proposed. But during the main operation there is no <br /> 12 h <br />t I <br />i <br />ill <br />th <br />t i <br />d th <br />t I <br /> n w <br />a <br />way <br />can see <br />sp <br />a <br />s propose <br />a <br />t 13 have reviewed. <br /> 14 Q Okay. Suppose in the future there was <br />' 15 the same storm event that occurred when these was no <br /> 16 impoundment there. What would happen? <br />' 17 A It would just flow right straigk.t down. <br />' 18 Q Right. And given the fact that there is <br /> 19 an impoundment in place and it was -- does t.ave a <br />' 20 discharge structure at the bottom, what would happen <br /> 21 in that similar case? <br />' 22 A You would be designing your discharge to <br /> 23 be sure to convey the flow in a controlled manner <br /> 24 rather than breaching it and causing the whsle pond <br />' 25 of water to go through the dam. <br />' AGREN, BLANDO 6 BILLINGS <br /> <br />
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