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GRI <br />-------------------- <br />I VS25dl NA VS17d1 250 <br />I X Eo VS28d3 NA X Cn VS20d3 9.8 1 <br />VS31d5 NA <br />VS23d5 NA <br />I <br />2/27/09 <br />2/27/09 <br />I <br />VS24dl NA <br />VS27d3 430 <br />VS16dl 3,100 <br />VS19d3 1,100 <br />I <br />, <br />Excavation <br />Depth 5' <br />1 VS30d5 43 X <br />VS22d5 390 X <br />M <br />I <br />2/27/09 <br />2/27109 <br />1 <br />I <br />VS4d1 1,300 <br />VS5dl 2,700 1 <br />VS26d3 2,100 <br />VS 18d3 3,100 <br />X <br />VS29d5 2,400 X <br />VS21d5 3,100 <br />2/27/09 <br />2/27109 1 <br />1 <br />--- _— <br />--_---- <br />----_— JBackWall II <br />I VS -1d1.0 1,200 VS-2dl.0 3,700 <br />I <br />VS -1d5.0 2,700 VS -2d5.0 2,300 I <br />1 <br />1 <br />1112/09 1/12/09 I <br />I <br />I X X VS -4d7.0 4,400 I) <br />I <br />SS4-2dl 2,300 1112/09 <br />SS4 Id 2,100 X <br />1' 1 <br />3 ' 5' <br />s 0 <br />VS36d9 1,500 <br />NA <br />VS39d1 8.4 2/27/09 I <br />I <br />VS6d1 1,300 <br />VS11d1 NA VS33d1) <br />VS 3/13/09 <br />13 509 5.5 I� <br />1 <br />VS14d4 980 <br />VS15d4 NA VS34d4 NA <br />Excavation Depth 9' 1 <br />1 <br />2/27109 <br />2/27109 2127/09 <br />VS -3d1 3, 700 <br />1 <br />I X VS -3d5 1,500 <br />1 <br />1 <br />SS4-1 d 1 3,800 1112/09 <br />X SS4-3d5 2,900 1 <br />I <br />VS38d9 830 1/6/09 I� <br />I 2/27/09 <br />I <br />Note: Bolded sample number and result I <br />I <br />indicates final sample collected to verify soil I <br />1' I <br />3' 5' <br />X I <br />X X <br />1 removal in lateral or vertical direction. I <br />VS7d1 2,900 <br />VS10d1 8.2 VS32d1 NA <br />VS13d4 2,200 <br />VS12d3 10 VS35d4 NA <br />SS4- s0d1s1 12 I I <br />2/27/09 I <br />2/27/09 2/27109 <br />X VS37d9 1,500 <br />X 2/27/09 <br />>� <br />9.5' SS4Ed1 4,500 I <br />o <br />SS4Ed5 3,800 <br />12/2108 I <br />I <br />Excavation <br />Excavation Depth 7' <br />I Depth 3' <br />SS4Sd1 3,500 i <br />X k <br />VS8d1 2,5001 <br />SUS0 <br />d5 87 X <br />2/27/09 <br />X <br />X <br />SS4Bd7 560 12/2/08 I VS9d3.5 2,100 <br />ISS4Nd1 7.7 12/2/08 2/27109 <br />SS4-4d1 910 SS4-6dl 1,300 <br />SS4Nd5 6.5 <br />1/6109 <br />1/6/09 <br />12/2/08 <br />6.25' <br />SS4Wd1 16 <br />SS4Wd5 6.9 <br />12/2108 <br />— — — — — —— — — — —---------------- = �— <br />— — <br />Excavated Area (Boring Location SS -4) and Figure 4 585 Emory Street Verification Soil Sample Results <br />San Jose, California Former Lodi Chrome CACA Docket # SRPD <br />316 North Main Street, Lodi, CA RPDD06/07SCC-4378 <br />