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<br />44. Please specify the pond sediment accumulation monitoring, maintenance and <br />disposal measures proposed. <br />Section D.7.4.3 Leak Detection System <br />45. Please specify the Teak detection monitoring schedule, reporting <br />procedures, and mitigation methods. <br />Section D.8 Project Water Balance <br />Section D.8.2 Heap Leach Facility <br />46. The narrative explains the draindown from deactivated areas has been <br />estimated at 10 gallons per ton of ore with the remainder of solution being <br />held by capillary forces at the estimeated field capacity of 12 percent <br />moisture content. Have any laboratory measurements been taken to verify <br />either the 10 gallon per ton draindown or the remaining 12 percent remaining <br />moisture content of the actual sized material? If not, please consider such <br />that actual water balance and adequate pond size design specifications can be <br />acheived. <br />Section D.9 Diversions and Sediment Control and Drainage Crossings <br />Section D.9.1 Diversions <br />47. The narrative was corrected to refer the reviewer to Figure C-11 (as <br />opposed to Figure C-7) to locate the heap leach facilities ditch illustrations. <br />48. The reader was directed to Figure C-11 and Figure D.9-1 for Tailing <br />Facility ditch location and design, respectively. <br />49. The reader is referred to Figure C-9 for the Heap Leach Facility Design <br />illustrations of Typical Sections of Type 1 and 2 Interceptor Charnels. <br />