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N � <br /> i <br />� WEST .SECOND STREET ' <br /> EDGE OF CURB <br /> MW.-2 f <br /> MW-3 <br /> <1.0 (TH-5) r <br /> F Ll <br /> TH-6 <br /> ASPHALT 1 <br /> TANK EXCAVATION AREA <br /> 4.5 TH-4 ❑ <br /> 4,700 TH-1 <br /> m <br /> ,pL----- <br /> Y ------J u L.1 <br /> MW-1 w <br /> Of <br /> <1.0 <br /> ❑510 TH-3 1 ~ <br /> \I\\ U V1 <br /> w Z <br /> r l ASPHALT <br /> 7 ❑ Y <br /> 0TH-2 U <br /> EXTENT OF TPHg 0 <br /> F- <br /> BUILDING (/1 <br /> I <br /> APPROXIMATE PROPERTY LINE <br /> I � f <br /> LEGEND: ....... ®®® <br /> MW-3� ®® <br /> MONITORING WELL <br /> 1710 MAIN STREET <br /> TH-4❑ SOIL BORING ESCALON, CA. 95920 <br /> /// 510 TPHg CONCENTRATION (ppm) PLATE 3' - EXTENT OF TPHg IN SOIL AT 30 FEET <br /> SCALE IN FEET <br /> THIEMANN'S SERVICE <br /> � 106 WEST SECOND STREET, RIPON, CA. <br /> FN: 0894/0785 01 20 JOB NO. 150078.01 <br /> ' I <br /> ` r <br />