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2011-08-08_REVISION - M1977493 (40)
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2011-08-08_REVISION - M1977493 (40)
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Last modified
8/24/2016 4:36:39 PM
Creation date
8/9/2011 7:40:25 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977493
IBM Index Class Name
REVISION
Doc Date
8/8/2011
Doc Name
EPP- Robinson Lake Operating Plan.
From
Climax Molybdenum
To
DRMS
Type & Sequence
TR18
Media Type
D
Archive
No
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• <br />Robinson Lake Operating Plan Climax Molybdenum Company <br />Version: R1 Permit M -1977 -493 <br />PMP event, plus five days worth or 43 acre -feet of seepwater inflow from the 1 Dam, Robinson <br />Dam, and 4 Dam seepage collection systems, plus two days worth, or 88 acre -feet, of diverted <br />inflow from the Tenmile Tunnel throughout the year. To meet these criteria, the surcharge <br />storage requirement is 387 acre -feet. This volume of surcharge storage capacity can be <br />achieved by setting the upper operating limit for Robinson Lake at an elevation of 10,885 feet. <br />This level is five feet below the control crest of the emergency spillway on Robinson Dam. <br />During the period from April 15 through July 15 which corresponds to the time frame when <br />high snowmelt can occur, Climax will maintain an additional allowance for five days worth, or <br />191 acre -feet, of the 100 -year snowmelt runoff from the entire Robinson Lake drainage basin <br />including the area above the Chalk Mountain Interceptor. During this period, the total surcharge <br />storage requirement would then be 578 acre -feet. This volume of surcharge storage capacity <br />can be achieved by setting an upper operating limit for Robinson Lake at an elevation of 10,882 <br />feet. This level is eight feet below the control crest of the emergency spillway. <br />6.0 FACILITY MONITORING AND CONTROL SYSTEMS <br />6.1 Robinson Lake <br />Visual monitoring of Robinson Lake is performed routinely by Climax personnel. When the <br />construction of the Robinson Lake Pump Station is completed and the facility brought online, it <br />will operate as the main level control for Robinson Lake. A water level indicator will be installed <br />to continuously monitor the water level within Robinson Lake. The water level indicator will be <br />connected telemetrically to the mill control room to provide immediate notification should water <br />levels exceed set points for high water action levels. <br />6.2 Robinson Lake Pump Station <br />The Robinson Lake Pump Station will be the primary facility to remove water from Robinson <br />Lake. This pump station pumps water from the lake to the mill facilities. The pump station has <br />a nominal pumping capacity of 10,000 gpm with two pumps running. A third pump is installed <br />as a backup during normal operating conditions and could be used to evacuate additional water <br />from Robinson Lake if needed. Pressure indicators on the intake and discharge sides of the <br />pumps will control operation of the pumps and will also be tied to automated alarms to warn of <br />upset conditions. As with the other pump stations at Climax, the pump station pressure alarms <br />will be connected telemetrically to the mill control room to provide immediate notification should <br />intake or discharge pressures exceed certain set points or pump upsets occur. <br />The pump station is also equipped with instrumentation to monitor pump operating status, <br />temperature, and vibration as well as discharge flow rate. These parameters will be relayed to <br />and monitored at the mill control room. <br />6.3 Robinson Dam <br />Robinson Dam is considered to be a jurisdictional dam by the Dam Safety Branch of the <br />Colorado State Engineer's Office (SEO) and must therefore meet the dam safety and inspection <br />requirements of the SEO's "Rules and Regulations for Dam Safety and Dam Construction." The <br />Dam is inspected regularly by Climax personnel and generally once per year by SEO personnel. <br />A total of nine piezometers are located in the Robinson Dam embankment. Seven piezometers <br />are located along the dam crest for monitoring phreatic water levels in the embankment. Five of <br />the dam crest piezometers are full- depth, that is, they extend from the dam crest down to the <br />EPP — Appendix D <br />August 2011 4 <br />
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