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ZONE 1 <br /> ZONE 2 <br /> (ND) ZONE 3 I <br /> SB3 O ZONE 4 <br /> 1 <br /> • •�- <br /> /BAY ENTRANCE <br /> SIDEWALK say 07/24-28/92 a <br /> (SB301 •/�� (7800)0 � ', ., PRODUCT LINER' 1 SAMPLE IDENTIFICATION <br /> E / P3 F �O E6 PI j, A = SP-EW-4.5' <br /> ----i f i - - 1 fAPOR REC VERY LINE B = SP-SEB-8.5' <br /> 1 4K I I > I I 1 "1 \ I C = SP-SEW-6' <br /> I DIESELI I o a 1 1 1 J t�MWI 1 1 D = SP-EB-13' <br /> I I I C x I I a 1 �% 1 1 E = SP-NW-6'-E (EASTERLY) <br /> I I I z I l y . 1 1 F = SP-NW-5.5'-W WESTERLY <br /> t 1 I m I i No c j �` D• 1 G = SP-WB-1 1' (WESTERLY) <br /> H = SP-CW-5.5'-S (SOUTHERLY) <br /> m x 1 , <br /> I I ♦ . 1 = SP-WW-6.5' <br /> I I % c B A4 J = SP-CW-7-N (NORTHERLY) <br /> I I % rPc. 1 K = SP-SMW-5' <br /> O1 = DI-2.0 (EPICENE INTERNATIONAL, 03/21/94) <br /> L___J �� I ��G ,___ c11—., PI = P1-3.0' (EPIGENE INTERNATIONAL, 032 /9 ) <br /> R 1f�� i P2 = P2-3.5' (EPIGENE INTERNATIONAL, 03/21/94) <br /> K <br /> �`,s0 f0 CIAi P3 = P3-3.5' (EPICENE INTERNATIONAL, 03/21/94) <br /> EXCAVATION LIMITS f`fRi <br /> c4! <br /> 1 <br /> 0-—_wTT-T—_______'_,__- - U/C STORM DRAIN <br /> 0 20 <br /> FEET <br /> LEGEND: ....... <br /> MONITORING WELL <br /> 1710 MAIN STREET <br /> '••••• TPHd ISOCONCENTRATION ' <br /> ESCALON, CA. 95320 <br /> (CONTOUR INTERVAL IN ppm) FIGURE S - ESTIMATED MAXIMUM EXTENT OF DIESEL IN SOILS <br /> D* SOIL SAMPLE (07/24-28/92) <br /> STOCKTON POLICE STATION <br /> S81 O SOIL BORING (11/16/93) STOCKTON, CA <br /> It FN: 0694/1485 JOB NO. W0148 <br /> 1 <br />