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S03 0 <br /> 07/24-28/92 <br /> SAMPLE IDENTIFICATION <br /> S820 BAY ENTRANCE . ■ <br /> SIDEWALK SB1 0 <br /> S. <br /> do <br /> wDrimm LusE- �3• �E_•�4• -i B = SP-SEB-8.5' <br /> F ---1 �-- --1 �- l / /t• 02 1 C = SP-SEW-6' <br /> 1 D = SP-EB-13' <br /> 11 j 1 1 a4 1 E = SP—NW-6'—E (EASTERLY) <br /> t t t 1 I I MW1 1 F = SP-NW-5.5'-W (WESTERLY) <br /> I I 1 G = SP-WB-11' <br /> %% 00 CONCRETE PAD H = SP-CW-5.5'-S (SOUTHERLY) <br /> 1 = SP-WW-6.5' <br /> 0 11 J = SP—CW-7'—N (NORTHERLY) <br /> 1 t ``�� A—; K = SP—SMW—S' <br /> I 1 % <br /> L---J `�lk1 ti --���, <br /> ,a, r <br /> VA S <br /> EXCAVATION LIMIT <br /> T <br /> ---------__--___— __— U/OSTORM DRAIN <br /> p_ 20 <br /> ( FEET <br /> LEGEND: AZ=W-Fum <br /> IKAA ®®® <br /> O ® <br /> MONITORING WELL 1710 MAIN STREET <br /> SSCALON, CA. 95320 <br /> A10 SOIL SAMPLE (06/09/88) <br /> 1FIGURE 2 — SITE PLAN SHOWING SOIL SAMPLING AND BORING LOCATION <br /> • SOIL SAMPLE (07/24-28) <br /> SBI 0 SOIL BORING (11/16/93) STOCKTON POLICE STATION <br /> STOCKTON, CA <br /> JOB NO. W0148 <br /> FN: 02944148S <br />