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1 <br /> 1 <br /> b ly <br /> a F9 <br /> 3 <br /> 90! <br /> GP-8 MW-4 v <br /> • 9 B 15 ✓r J, <br /> 1-2 <br /> ■ i <br /> • ■ d <br /> EXPLANATION <br /> GP-7 I B 14 R B ZO 8-18- 8-17 3 B'A• SOIL BORING COMPLETED DURING <br /> PHASE I SITE INVESTIGATION (EMCON) <br /> l- -/ PA - 8-10• SOIL BORING COMPLETED DURWG <br /> PHASE it SITE INVESTIGATION (EMCON) <br /> = 81 <br /> _ mr'"`' " "_^^ f L - ■ (A-1• GEOPROBE SOIL BORING (EMCON) <br /> G <br /> 9 r MW-fS GROUNDWATER MONITORING WELL (EMCON) <br /> s.. HOUSE B- -7,> <br /> lIL <br /> 77 ESTIMATED WHERE MEDIUM <br /> ��� _■ OR HIGH BOILING <br /> TPH GREATER <br /> THAN 100 rrg/kq HAS BEEN <br /> :� �.•. f➢ DETECTED IN SOIL <br /> t - MW-3 • -f <br /> •GP 5 • GP-2 <br /> \� ciCRrF'E O /- <br /> 1SGP-4 120 <br /> T <br /> � <br /> SCALE N FEET <br /> 1 v e; <br /> s^yg <br /> E=s SITE PLAN <br /> =s� Nares WITH HISTORICAL SAMPLING LOCATIONS <br /> ' Former Lyolh Loading System <br /> snoeea svucNes are"a ager Pres.,! Tracy.Cofifornio <br /> �letl hvn EMC01! A:scc�te• � prole[(No. FigRre <br /> D GEOMATRIX 4I0$.D1 j <br />