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PROJECT NAME: Stockton Metro Airport LOG OF WELL: MW-1 <br /> 0 <br /> v <br /> CL W J 2 <br /> IE _j W O _ <br /> F- d in a o_ o m (n m <br /> a a U F- !-. <br /> CU E 11 Q) <br /> 5 LL a can Z c}n DESCRIPTION p <br /> 50 2,285 ML CLAYEY SILT: Medium brown, moist, stiff, strong 50 <br /> v gasoline odor <br /> 55 0 811 MW 1-55 CL SILTY CLAY: Medium beige-brown, wet, hard, 55 <br /> 40 moderate gasoline odor <br /> Encountered saturated soi!at 56.0 feet. <br /> 60 p 37A ML SANDY SILT: Fine sandy silt, medium beige, wet, 60 <br /> very stiff, slight gasoline odor - <br /> 65 2E 1,165 MVV 1-65 CL CLAY: Some silt, medium beige, moist, hard, 65 <br /> S0 strong gasoline odor. <br /> 70 70 <br /> Terminated soil boring at 65 feet <br /> 75 Installed 2-inch pvc monitoring well. Screen(0.020)at 45-65 feet. 75 <br /> Sand(#3)at 43-65 feet Surged 10 minutes <br /> Purged 5 gallons. Weak recharge. <br /> Hydrated bentonite at 41-43 feet <br /> Neat cement grout 0-41 feet. <br /> 80 Water-tight cap and 8-in.street box 80 <br /> Page 2 of 2 <br />