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<br />The tailings are pumped from the mill to the discharge line, which is placed <br />around the periphery of the starter dike. The discharge line releases the tail- <br />ings into the tailings pond from spigots located every 10 to 20 feet along the <br />upstream crest of the starter dike. By selectively controlling the location of <br />the spigots, the tailings are discharged in a manner that promotes the favora- <br />ble separation of the tailings. While the slimes and water pool are maintained <br />in a central position, away from the embankment; the sand beach that forma <br />in front of the npigote is used to raise the tailings dam in 1 or 2 foot increments. <br />If the desired gradation, permeability, and compaction characteristics of the <br />tailings cannot be obtained by using spigots, a cyclone is employed to control <br />the nand separation protean. A 2.8 to 1 horizontal to vertical elope gradient <br />was maintained during the mnatruction of the tailings dam, which wan raised <br />in successive stages to a maximum height of 30 feet. When the tailings im- <br />poundment dam reacher its storage capacity, it will occupy a rectangular area <br />that has the dimensions 400 feet by 260 feet at its longest and widest points. <br />This milling complex wan designed to maintain a ratable water balance <br />throughout the ore processing and tailings impoundment system. The milling <br />operation requires 4 tone of water for every ton of ore processed in the gravity <br />and flotation concentration circuits. Fresh water is introduced into the milling <br />process in the grinding circuit (see Figure 1). Moat of the water that is used in <br />grinding and claeaification, and in the gravity concentration circuit, is recycled <br />from the thickener tank overflow launder back to the ball mill. Fresh water is <br />also added to the thickened pulp as it passes from the thickener tank underfloor <br />to the flotation concentration circuit. A closed circuit was planned to recycle <br />the water that accompanies the tailings pumped from the mill to the tailings <br />retention structure. The excess water that accumulates in the tailings pond is <br />decanted from the water pool and stored underground in the Hazel A. edit. A <br />steel pipe with water decant holes is used to remove the excess water that <br />collects in the tailings pond. This decantation line is used to control the water <br />level in the tailings pond, and to keep the water pool as far as possible from the <br />crest of the embankment. Additional nections of steel pipe were connected to <br />the decantation line to regulate the elevation of the water pond an the tailings <br />dam's height increased. Several seep rings were attached to the steel pipe to <br />prevent the tailings from piping along the decantation line. The decantation <br />line was connected with the Hazel A. edit through one of the test holes that <br />were drilled by the U.S. Bureau of Mines. This underground storage area is <br />used to clarify the decanted water by allowing it to nettle prior to recycling the <br />water through the mill. It also provides additional reaerwir capacity for the <br />excess water removed from the tailings pond. <br />The amount of water that is decanted and stored underground in the Hazel A. <br />Adit is primarily determined by the water balance maintained throughout the <br />processing and impoundment system The water consumed in the milling pro- <br />ceeaand loot in evaporation from the tailings pond does not exceed 20 percent <br />of the water used in the mill. The water consumed in the ore m'11~r,g process <br />mainly results from water entrapped in the gravity and flotation concentrates <br />and in the umm~iaolidated tailings. Because of the altitude and limited size of <br />