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(ND) <br /> 583 0 _ <br /> 07/24-28/92 <br /> gg) �� SB2 BaY ENTRANCE SAMPLE IDENTIFICATION <br /> SIDEWALK <br /> O. (8300)0 `\ ■ ■ <br /> IRE -------- ---- - - <br /> vA1'Q WE <br /> ---, i OF °o E• I B = SP-SEB-8.5' <br /> I ( 900) (N D) 1 C = SP-SEW-6' <br /> I D = SP-EB-13' <br /> I I I \� �MW1 I E = SP-NW-6'-F (EASTERLY) <br /> (ND) \ 1 m (NDl I F = SP—NW-5.5'—W (WESTERLY) <br /> r i i i i i PP D• I CONCRETE PAD G = SP-WB-lt' <br /> J L___J 6 II H = SP-CW-5.5'-S (SOUTHERLY) <br /> G� N j 1 = SP—WW-6.5' <br /> (ND) �� (9'8) (ND) ( <br /> J = SP—CW-7'—N (NORTHERLY) <br /> (A)I K = SP-SMW-S' <br /> L---, ,% (ND) 4/cY�\ (ND) NDJ <br /> O <br /> EXCAVATION LIMITS �Cecr�i <br /> C4( <br /> U/G STORY DRAIN <br /> h� <br /> _ 0 <br /> FEET <br /> LEGEND; per® <br /> MONITORING WELL <br /> TPHg ISOCONCENTRATION 1710 MAIN STREET <br /> ESCALON, CA. 95320 <br /> (CONTOUR INTERVAL IN ppm) <br /> DO SOIL SAMPLE (07/24-28/92) FIGURE 3 - ESTIMATED MAXIMUM EXTENT OF IMPACTED SOILS <br /> SB1 O SOIL BORING (11/16/93) STOCKTON POLICE STATION <br /> STOCKTON, CA <br /> FN; 0294/148S JOB NO. W0148 <br />