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Because of the complex interaction of the two groundwater zones and the interconnecting "cross zone" wells a number of test will be preformed EXCAVATION DEWATERING To test the possibility of dewatering the A-Zone ui the former UST area, a step draw down test will be performed in RW i A A step draw down test will be performed in MWI, to test the possibility of dewatering the area next to the former UST excavated area into the top of the B-Zone. STEP DRAWDOWN TEST RW1A In order to get some idea of the practicality of dewatering the A-zone sand a step drawdown test will be performed in RW1A The test will be performed by placing a variable speed Grunfose pump in RW I A. The water will be pumped through carbon to the sanitary sewer under variance from the Stockton sewer district. This test will be carried out for a period of eight hours. During the test, the pump rate will be increased m steps, starting at one gallon per minute As the drawdown in the well reaches equilibrium, the pump rate wdl be increased in one gallon per minute increments Down hole pressure transducers will be used to collect drawdown infor-oration from MW6A, MW6B, RW1A, RWIB and MW 1 Depth to water in the other Surrounding wells will be measured periodically with the depth to water meter and recorded to 0 01 foot accuracy The results of the test will be evaluated by developing both distance drawdown and drawdown over time graphs for the wells. STEP DRAWDOWN TEST MWI In order to get some idea of the practicality of dewatering both A and B Zones a Step Drawdown test will be performed in MWI The test will be performed by placing a variable speed Grunfose pump m MWI The water will be pumped through carbon to the sanitary sewer under variance from the Stockton sewer district This test will be carried out for a period of eight hours. During the test, the pump rate will be increased in steps, starting at one gallon per rmnute As the drawdown in the well reaches equilibrium, the pump rate will be increased in one gallon per minute increments. Down hole pressure transducers will be used to collect drawdown information from MW6A, MW6B, RWIA, RWIB and MW I Depth to water in the other surrounding wells will be measured periodically with the depth to water meter and recorded to 0.01 foot accuracy. The results of the test will be evaluated by developing both distance drawdown and drawdown over time graphs for the wells 27 Sanchez 2nd QM 2001