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North South <br /> A A' <br /> 30 B = B' 30 <br /> PW- 148 —i— <br /> (Projected 100' W) <br /> PW-2-40 <br /> storm water LP-3 <br /> overflow North pond ( Projected 160' V1Q <br /> 20 LP -2 ( Projected 100' W) 20 <br /> I <br /> (Projected 200' E) <br /> j South pond <br /> I <br /> 10 Sand 10 <br /> I -fir - <br /> _ - <br /> Clay - <br /> I <br /> ICU o o M <br /> N I - Q <br /> I <br /> cc <br /> C <br /> Clay <br /> - 10 Clay �- — IIIIM - 10 <br /> Sand <br /> S i "I'MMMIfff � E <br /> o — I � J ' o <br /> c 11,20 Sand I -20 m <br /> > > <br /> — I / O <br /> W / W <br /> -30 <br /> Clay -30 <br /> I <br /> -40 i -40 <br /> i <br /> Sand - - - - - - _ <br /> - 50 i - 50 <br /> -60 -60 <br /> EXPLANATION <br /> 15 ft. <br /> LM <br /> Ground surface <br /> well —�' Approximate <br /> casing Vertical <br /> Line of equal groundwater Scale 300 ft. <br /> 3 Well elevation measured <br /> a screen October 5 , 2000 <br /> (PW=240 was <br /> o Septembe 22 , 2000) 0 Approximate <br /> red <br /> CROSS -SECTION A-A' <br /> Horizontal J . R. Simplot Company <br /> x NOTE : Cross section location shown on Figure 2. Scale Lathrop Facility , San Joaquin County , California <br /> N <br /> a <br /> 3 Project No . Figure <br /> en en 006741 . 000 . 0 3 <br /> 0 <br /> OEOMATRIX <br />