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O <br /> I Fence Line <br /> I <br /> I I W-8 <br /> I <br /> MW-9 <br /> -14 <br /> I <br /> &9 <br /> Based on M �R <br /> Iv°' Gradient:1,484F.0013 I <br /> MW-7 "� I <br /> t # 03 <br /> k -6-14.45 i-r I <br /> I 4.69 <br /> 14 40 W gyp" <br /> Npg\ Shed <br /> -4 <br /> p" 11 -14.88 MW-10 <br /> NA 1 # <br /> M 5 W3 OB-3 1 41 14.72 <br /> -14. 5 - 4.52 SW-1 <br />[ IW-1 p 1 <br /> ILA 4.51 <br /> i - I <br /> mW-2 I <br /> -14.54 <br /> I <br /> 4MW4 S ed I <br /> -14.46 <br /> Warehouse <br /> I <br /> Figure 3 <br /> Depth to Groundwater <br /> March 22, 2002 <br /> Former Manna Pro Site <br /> 4004 S. El Dorado Street <br /> Stockton, CA <br /> Scale 1" =60' <br />