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Except when drilling is in progress , the top of the well <br /> shall be kept securely capped , both night and day, in such <br /> a manner as to effectively prevent either tampering with the <br /> well or entrance of foreigh matter. <br /> Within 48 hours after the casing has been set and perforated , <br /> an engine driven test pump unit shall be installed , consisting <br /> of a deep well trubine type pump with a minimum capacity of <br /> 1000 gallons per minute. It should have a setting of 20 feet <br /> below standing water level , plus one foot for each 40 gallons <br /> per minute of specified test rate , unless local conditions <br /> indicate otherwise. The test pumping equipment shall be <br /> equipped with such devices as are necessary for rapidly <br /> changing the rate o" pumping. The well shall be thoroughly <br /> developed .by surging and sand pumping. <br /> Disposal of all development and test water should be provided <br /> for, as well as the tailings from the well when developing and <br /> testing are completed.. <br /> Before starting the test , the static water shall be accurately <br /> measured with a steel tape. After starting the test , there <br /> shall be no shutdown, unless the-re is failure of the pumping <br /> equipment . Should a shutdown become necessary, test pumping <br /> shall be resumed and continued for at least four hours at the <br /> next lower rate of discharge below that during which the <br /> shutdown occurred. The water level shall be measured at the <br /> beginning of the shutdown and every 30 minutes during the <br /> shutdown. <br /> Test pumping shall consist of pumping at increments of 200 <br /> gallons per minute beginning at 200 gallons per minute and <br /> contin;iing until a discharge of double the permanent pump <br /> capacity has been reached . Each increment of 200 gallons per <br /> minute shall be pumped for a period of three hours or until the <br /> water maintains a uniform level for this period , when it shall <br /> be considered as stabilized for the discharge capacity at the <br /> increment. The test shall then be increased to the next 200 <br /> gallons per minute increment, and the same procedure followed . <br /> After the water level has been stablized at 50 percent over the <br /> capacity of the permanent pump, the rate of pumping shall be <br /> increased to double the capacity of the permanent pump and the <br /> test shall be run for 10 hours at that capacity. <br /> During all test pumping, the water level shall be measured at <br /> intervals of 30 minutes to determine the drawdown and depth of <br /> stabilization for each test. This information shall be recorded <br /> and furnished the -,,7ngineer. The water developed shall be <br /> measured over a weir or through an orifice , or by another <br /> reliable method approved by the Engineer. A sufficient number <br /> of points shall be determined to fully develop the draw-dorm <br /> curve, but in no event shall less than Lour points be determined . <br /> The points determined shall be approximately equally spaced <br /> from minimum to maximum discharge conditions . <br /> (39) <br />