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i <br /> : <br /> 3 <br /> YF �� <br /> FIGURE 5 <br /> F I L L, — Former Excavation <br /> LEGEND <br /> A MW2 SB3 SB4 SB1 A 'V 0 <br /> SAND (SP) 4 <br /> CLAY (CH/CL) <br /> _ SANDY CLAY <br /> T (CHI SCI <br /> ® SILT (ML) <br /> -20 - SANDY SILT (SM) �;r .: <br /> HIM <br /> " a <br /> ECONCRETE r� <br /> -30 <br /> ..V / Statin Potentiometric <br /> Water Suf face <br /> 7 Top of Semi-confineu $E 4 <br /> 1 Water Bearing Zone <br /> -44 <br /> Indicates a continuously cored sample, a <br /> Notes: 1. Monitoring Well MW2 exaggerated horizontally I <br /> to show construction detail. <br /> -50 2. SB1, S83 and $34 drilled September 5-6, 1850, i <br /> 10' <br /> Preliminary Site Assessmei:! <br /> 3. MW2 drillod and constructed on September 20-21, Underground Tank investigation t <br /> 1990. . <br /> C.M. W EHER ENTERPRISES,INC. <br /> Vertical Scale 1"=10' 10' 4. She stratification; lines represent the approximate 141 North EI Dorado Street } r <br /> Interface between soil types as determined by Stockton,California J <br /> Horizontal Scale V=10' review of continuous core and discrete soil samples. Cross Section <br /> Iai.s. <br /> The transition between soil types may be gradual. <br /> AA_Ai <br /> i <br /> j <br /> r• <br /> `+r1����yil■®� - __ - -� - �/IAAIISl1l�®�T�. ■ Yin. <br />