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2.2 i s osal Area and E—mb <br /> ��� ankmenL System <br /> During operations, the settlement sensors will be checked on <br /> a monthly basis and adjustments, if required, <br /> will be made on the basis of the on- q �n subsequent lifts <br /> going monitoring program. <br /> p Monitoring will include quarterly sampling of tailin <br /> gs- to <br /> determine gradations, in-place densities, and deposition angles. <br /> Density control tests will <br /> be <br />=� performed on the tailings sand <br /> r — deposited in the disposal area to verify that deposition obtains the <br /> required density. After a trend has been established in the to deposition testing, BMR will submitdings <br /> _ Division showing the trends and requesting technical al revision to the <br /> • required monitoring, reduction in the <br /> Following establishment of a beach of tailings upstream of the <br /> embankment and prior to construction of subsequent embankment raise <br /> a specific study of tailings affected by the raises will be <br /> performed. This study will include a determination of inplace <br /> density, degree of saturation and material gradation for evaluation <br /> of the structural integrity of the tailings under static and seismic <br /> induced loading. " <br /> 1 <br /> Monitoring of the flow site and quarterly sampling of the <br /> seepage from the drain system at the base of the tailings will be <br /> performed. A plot of the rate of seepage over time will be <br /> maintained and compared to the predicted rate. Chemical analysis <br /> of the collection pond seepage on a <br /> quarterly basis parameters identified in Table G.I-2 of the approved permit fwill <br /> r the <br /> performed. In addition, the leak detection system of the collection <br /> Pond will be monitored for any water weekly during initial <br /> start-up and monthly thereafter. six month <br /> 2.3 Mass and Water Balance Moniterino <br /> 1 Each of the elements used in the evaluation of the mass and <br /> 71 01 323 <br />