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PROJECT: ROBERTS PROPERTY <br /> Vernalis, California Log of Boring No. SB-9 (Cont'd) <br /> SAMPLES <br /> _ -- REMARKS <br /> o� N.r g E DESCRIPTON <br /> LU p a �; o ¢ a NAME{USCS): color, moist,%by wt-.plast.density,structure, <br /> n cin –m°�i cementation,react.WHO, geo. inter- <br /> 55% fines, 35%fine sand, 10%fine to coarse gravel <br /> 1 <br /> 52- <br /> 55% fines,40%fine sand, 5%fine gravel, strong odor,globules �– <br /> of viscous liquid <br /> 53 `- <br /> 54 - <br /> 70 459 <br /> 6" <br /> 55 <br /> 56- <br /> 57- <br /> - <br /> 657 I <br /> POORLY GRADED SAND with SILT and GRAVEL(SP-SM): – <br /> dark greenish gray (10Y 411),wet, 50%fine to coarse sand, <br /> 58 40%fine to coarse gravel, 10% nonplastic fines,strong odor, – <br /> globules of viscous liquid <br /> 59 469 <br /> 563 <br /> 60 <br /> 82 <br /> 8'61- <br /> 62 <br /> 1 62 ' n <br /> l SANDY SILT(ML); dark greenish gray (10Y 411), moist, 70% T—- <br /> fines, 30% fine sand, low plasticity ,firm,strong odor,globules <br /> 63 of viscous liquid <br /> 64 487 - <br /> �0 238 ----- - - -- --- <br /> 65 &. —SANDY LEAN CLAY(CL): dark yellowish brown (10YR 416), – <br /> moist,70%fines, 30%fine sand, medium plasticity, firm,slight <br /> odor, small veins of viscous liquid <br /> 66- <br /> 67] <br /> b67 - <br /> M/n fines,40%fine sand – <br /> 68 - <br /> 69 oat SCREv(RIEV.1W) <br /> Geomatrix Consultants Project No. 5011.001 Page 4 of 5 <br />