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Asphalt <br /> concrete <br /> Cement <br /> 0evth JPa concrete <br /> {teat) (mg/Kg) I pad <br /> 5 — NO <br /> !4 — NO <br /> 20 110 IS — ND Cement concrete <br /> Depth JPa 25 - 1200 I Depth JP4 fueling truck pod <br /> 35 3544 <br /> (feet) {mg/Kg) 30 — 3200 (feet) (mg/Kg) <br /> — <br /> 5 — ND 40 — 7700 5 — NO <br /> 10 — ND 10 _ ND <br /> 15 — ND 15 — ND <br /> 20 — ND 20 — 12 <br /> 25 — 1S 25 -- ND <br /> 30 — ND <br /> 35 — ND <br /> 40 — ND <br /> Pr— <br /> epthJ14 P3 deJP <br /> pth 4 <br /> �t eet) (mg/Kg) P1 P2 ly (feet) (mg <br /> /Kg) <br /> Depth JP4 <br /> 13 — X800 f 165 — 14 (feet) (mg/Kg) Yellow <br /> 13 - 5100 poles <br /> ND Pumps <br /> } HB-11 H13=2 $- <br /> r--- _ _ -- -- 0 Q o0 Q <br /> I I <br /> Storm r-- ---� <br /> Drain 1 5 ND <br /> —-..Q <br /> Former __--_ ---_-_-J <br /> 5 000-gallon �_ —3 F- _� 2 existing <br /> a-ldergrnund ❑2 ND No 3p 20 000 gallon <br /> tanks partially buried <br /> < -'--a tonks (JP4) <br /> Approximate <br /> former F ---+ <br /> I fimlts of r -- -----I <br /> excavation-- I Fill Pump 1 0 1 �--- F- - <br /> 10000 <br /> � > <br /> Cement Existing <br /> concrete 15 000 gallon <br /> underground <br /> tank (JP4) <br /> IKEY NOTES <br /> 213 = Excavation sample by Blaine Tech Servtces 1 Well and boring locations <br /> I-8--1 A = Boring by Delta Environmental are approximate <br /> 2 Site plan adopted from <br /> P1t= Boring by Golden West Environmental- field drawing and West & <br /> Arrow indicates direction of angle boring Hansen Engineers Inc <br /> ND = JP4 not detected in any of the samples Site Plan dated 2/92 <br /> collected from boring <br /> 0 S 10 15 20 <br /> Scale In Feer <br /> PREVIOUS INVESTIGATION SITE PLAN WKA NO 2086 05 <br /> 2000 STIMSON ROAD DATE 3/93 <br /> WALLACE • KU19L g ASSOCIATES INC <br /> GEOTECHNICAL ENGINEERING Stockton, California PLATE NO 2 <br /> IGEOLOGIC A ENVIRONMENTAL SERVICES <br />