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Southwest <br /> B <br /> Northeast <br /> B ' <br /> 30 <br /> A -A ' 30 <br /> T <br /> 1 <br /> Outline of west pond Storm water and ' PW- 1 -48 <br /> PW- 3 -49 ( Projected NW) p I <br /> 20 ( Projected 450' NW) <br /> LP -2 � <br /> LP - 1 20 <br /> ( Projected 300' NWS I <br /> I <br /> Sand <br /> L - - - — � 1 <br /> 10 — , <br /> Sand 10 <br /> j - - - <br /> aD 0 �L -- <br /> 1 a) <br /> C Sand Clay Clay o N <br /> C <br /> E <br /> �- - 10 - - - I E <br /> N 1 <br /> - 10 <br /> C I ) <br /> O <br /> > -20 / I — — — O <br /> / Sand - 20 m <br /> W <br /> Sand \ ` w <br /> - 30 \) <br /> i I - 30 <br /> i <br /> Glay <br /> -40 I <br /> � I <br /> 1 - 40 <br /> -50 Clay Sand ` <br /> i _ - 50 <br /> -60 <br /> -60 <br /> EXPLANATION <br /> PW-3-49 <br /> (aro�xceo sro r:M <br /> Ground surface <br /> Well �� <br /> 8 casing <br /> Line of equal groundwater <br /> Well elevation measured <br /> m screen October 5, 2000 <br /> a (PW-3-49 was measured 15 ft' <br /> o September 22 , 2000) <br /> Approximate <br /> Vertical CROSS -SECTION B- B' <br /> Scale 300 ft. J . R . Simplot Company <br /> NOTE : Cross section location shown on Figure 2. <br /> d Lathrop Facility , San Joaquin County , California <br /> 9 0 Approximate <br /> Q <br /> Horizontal Project No . Figure <br /> 0 <br /> Scale GEOMATRIX 006741 . 000 . 0 4 <br />