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Corrective Action Plan Page 31 <br />�f <br /> unit A valve (V-3) allows the pressure in the discharge line to be regulated so as to <br /> maintain sufficient differential pressure between that line and the backflush effluent line <br /> when upward flow through the filter-media vessels is required for backflushing operations <br /> Sand-Bin Operation. The backflush water from the modular, vertical silica-media filter <br /> system is discharged to the settling chamber in the Sand-Bin (SB-1) where the detntus <br /> settles out When the water rises in the settling chamber, it flows over an internal weir into <br /> the second sand-bin chamber which serves as a sump A 114 horse-power, self-priming, <br /> submersible pump (P-4) empties the sump by raising it over the top of the bin via a <br /> discharge line routed back to recovery well RW-2 Operation of this pump is regulated by <br /> a modular, float-switch (FS-1) and controller so that the pump is energized when the <br /> water level is within 6 in of the top of the sand bin and de-energizes it when the sump is <br /> close to empty, but sufficient water remains to keep the pump submerged <br /> The rate at which backflush water is returned to well RW-2 is regulated by a valve (V-2) <br /> in the sand-bin discharge line <br /> After passing through the vertical silica-media filter system, the <br /> recovered groundwater is raised under the action of the discharge head generated by the <br /> groundwater recovery pumps into the top of the surge tank (ST-1) which serves to <br /> balance the flow to the upstream process units The rate of water flow into this tank is <br /> measured by an rotameter-type, flow meter (FI-1) in the tank-influent line <br /> is in the surtank provided b a radio-frequency <br /> Primary control of water leve surge is P Y <br /> admittance type, differential water-level probe (LS-1) and a controller (LC-1) that regulate <br /> the 112 horse-power centrifugal pump (P-2) that discharges water from the tank (See <br /> System 13 on Figure 10 for pump location) The probe and controller are calibrated so <br /> that the booster pump is energized when the water level in the tank is between 1 ft of the <br /> bottom and 1 ft of the top When the water level reaches the normal high level, the booster <br /> pump is energized and water is pumped from the tank to the upstream process units If the <br /> water level falls to within 1 ft of bottom of the tank the booster pump is de-energized and <br /> discharge is stopped until the water level in the tank again rises to the normal high level at <br /> which time the booster pump is re-energized and discharge from the surge tank to the <br /> ir upstream process units resumes <br /> t A regulating valve (V-3) is located in the discharge line from pump P-2 so that the rate of <br /> discharge from the surge tank can be controlled so as to reduce cycling of this pump to a <br /> practicable minimum and perrrut a generally continuous and steady flow of water from the <br /> surge tank to the upstream treatment system equipment <br /> If, for any reason, the water level in the surge tank should rise above the normal operating <br /> � n, <br /> level, it is detected by a high-level sensor (LSH-1) connected to a high level alarm/switch <br /> (LAH-1) and the groundwater-pump controllers When such an upset condition is <br /> detected, all of the well pumps are de-energized so that water ceases to flow into the <br /> groundwater treatment system and an alarm lamp mounted on the well-pump control panel <br /> r <br />