My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1996-06-04_REVISION - M1977493 (9)
DRMS
>
Day Forward
>
Revision
>
Minerals
>
M1977493
>
1996-06-04_REVISION - M1977493 (9)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/16/2021 6:27:02 PM
Creation date
12/10/2012 7:27:18 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977493
IBM Index Class Name
REVISION
Doc Date
6/4/1996
Doc Name
Preliminary Design for new Environmental Protection Facility.
From
Climax
To
DMG
Type & Sequence
TR7
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
27
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).
View images
View plain text
HYDROLOGY <br /> There are several key elevations that relate to the hydrology of the new pumping <br /> system. These elevations are listed here for reference. The elevations listed should be <br /> considered approximate and should be confirmed by a field survey. <br /> Robinson Reservoir Dam Crest Elevation: 10,894 feet <br /> Top of the Reservoir Spillway Gate: 10,890 feet <br /> Reservoir Spillway Concrete Floor: 10,887 feet <br /> Robinson Reservoir Dam is classified by the State as an existing large class 1 <br /> structure. According to the rules and regulations of the Dam Safety Branch of the State <br /> Engineer's Office, the inflow design flood for Robinson Reservoir is 75 percent of the <br /> Probable Maximum Flood. The reservoir must be capable of routing this flood with a <br /> minimum of one foot of freeboard. Robinson Reservoir can safely pass the design flood <br /> with a maximum water surface elevation of 10892.85 feet (1.15 feet of freeboard). This <br /> elevation was considered to be the absolute maximum water level in Robinson Reservoir <br /> for the preliminary design of the new pump station. <br /> Our analysis indicates that the proposed seepwater pond will be capable of <br /> containing in excess of 50 percent of the Probable Maximum Flood tributary to the pond. <br /> This is assuming that the crest of the new containment dike is at elevation 10892 feet. <br /> It is likely that this magnitude of flood protection greatly exceeds the requirements of the <br /> Emergency Preparedness Plan for the Climax Mine site. It is unlikely that the new <br /> containment dike would independently be a jurisdictional structure because it will be <br /> contained entirely within the existing reservoir, and the existence of the new dike will not <br /> have an adverse effect on the integrity or the flood discharge capability of the existing <br /> dam. <br /> The pattern of expected normal inflow to the reservoir and seepwater pond had to <br /> be estimated to determine the required pumping capacity of the new system. The total <br /> inflow to Robinson Reservoir originates from several sources. These sources include No. 1 <br /> 4 <br />
The URL can be used to link to this page
Your browser does not support the video tag.