Laserfiche WebLink
Page 3 of 4 <br />Closure of Historic Decant System <br />Page 3 -2 of the OMM states that the historic decant system will be closed with grout in the future. DRMS <br />supports this idea, but will require that the plan for abandonment of these features be submitted to DRMS as a TR <br />for approval prior to construction, and that the results of the closure be provided to DRMS following <br />abandonment. <br />Monitoring of Decant Pond Operation <br />Section 5.2.1 of the OMM, Decant Pond Operation, states that the success of the tunnel system to act as an <br />emergency spillway to safely route extreme flood events relies on maintaining the level of the decant pond <br />according to the operating limits outlined in this section; the 800 -foot beach width, 2,000 acre -feet of flood <br />storage, or 6 -feet below the dam crest. However, there is no reference or discussion of how these parameters are <br />physically measured to ensure the "prescribed upper operating level" is maintained at or below this level. Please <br />clarify how each of these parameters will be physically measured/monitored, recorded and reported. <br />Monitoring and Inspection of the TSF <br />Section 5.3.1.1 of the OMM states that there is no instrumentation associated with the subdrain system, however <br />monitoring of flow from the subdrains could be an important indicator of the safety and performance of the TSF. <br />DRMS recommends that Climax implement some means to monitor the flow from the subdrain outfalls, and that <br />this data should be included in the monitoring and reporting for the TSF. <br />Section 6.1 of the OMM states that all piezometers and the inclinometer are, or will be, automated. Is there any <br />remaining ability to manually measure these monitoring points? DRMS would like to see the ability to manually <br />measure these monitoring points to confirm the automated data periodically if at all possible. <br />Due to the importance and scope of the monitoring, recording and reporting requirements for the TSFs detailed in <br />sections 6 and 7 of the OMM, it may be useful to somehow summarize the monitoring and reporting activities <br />proposed in the OMM, perhaps in a table or some other format. The monitoring summary should include, but not <br />necessarily be limited to: <br />Listing of instrumentation to be monitored and locations — piezometers, inclinometer, survey monuments, <br />etc. <br />Parameters to be monitored — beach width, pool elevation, subdrain outflow, etc. <br />Frequency of monitoring — daily, monthly, event based, annually, etc. <br />Type and frequency of reporting <br />Examination and interpretation of monitoring data <br />Climax will need to commit to maintaining all monitoring, reporting, and evaluation reports and data on site for <br />the "life of operation" for review by DRMS upon request. <br />Climax will also be required to submit to DRMS within 30 working days of the inspection, the annual TSF <br />inspection/evaluation report, certified by the engineer of record for the TSF, stating that the TSF is being <br />constructed, maintained and monitored as designed and in accordance with the approved plan and applicable <br />regulations. <br />Plan(s) for extend period(s) of inactivity for TSF <br />Does Climax envision any changes to the submitted plans for TSF monitoring and maintenance if the operation <br />were to enter into period(s) of extended inactivity (greater than 12 months)? <br />Upset Condition or Emergency Notification Procedures <br />DRMS would like to see some discussion of, or reference to, possible TSF trigger conditions or scenarios that <br />would require "emergency" actions and notifications by Climax in accordance with Rule 8.1 and 8.2. What is the <br />notification process and timeline for an "upset ", "slowly developing" or emergency situation? It was noted that <br />