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(NO) <br /> SB3 O <br /> _`� 07/24-28/92 <br /> SIDEWALK 5 0 O) J�(g300)� `` \� BAY ENTRANCE SAMPLE IDENTIFICATION <br /> >> ■ ■ <br /> -r------------------ — <br /> _ �PDI�stE�VE�C7q)^— J A = SP—EW-4 5 <br /> �_ --i91 0D B = SP-SEB-85' <br /> 1 i 1 I I 1 1 ( ) (ND) 1 C = SP—SEW-5 <br /> D = SP—EB-13 <br /> -�MW1 1 E = SP—NW-6—E (EASTERLY) <br /> (ND) <br /> F = SP-NW-5 5'-W (WESTERLY) <br /> 1 ppm (pDJ CONCRETE PAD G = SP-WB-11 <br /> H = SP-CW-55'-5 (SOUTHERLY) <br /> I I C c+ N 1 I = SP-WW-6 5 <br /> (NO) F\ (9 8) (ND) J = SP-CW-7'-N (NORTHERLY) <br /> I 1 `o 8 A K = SP-SMW-5 <br /> l,F' (N D)1 <br /> f <br /> EXCAVATION LIMITS—// <br /> IMITS (fcr��o <br /> 4� <br /> U/C STORM DRAIN <br /> N <br /> 0 20 <br /> FEET <br /> LEGEND _ <br /> MONITORING WELLt 1710� ®� <br /> TPHg ISOCONCENTRATION ESCALON CA STREET <br /> 95320 <br /> (CONTOUR INTERVAL IN ppm) <br /> Do SOIL SAMPLE (07/24-28/92) FIGURE 3 - ESTIMATED MAXIMUM EXTENT OF IMPACTED SOILS <br /> 581 O SOIL BORING (11/16/93) STOCKTON POLICE STATION <br /> STOCKTON CA <br /> FN 0294/148S JOS NO W0148 <br />