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PROJECT: US CAN <br /> Vernalis, California Log of Boring No. GMX-1 a (conf'd) <br /> SAMPLES {� <br /> DESCRIPTION REMARKS <br /> W d E v v D d - NAME(USCS):color, moist, %by wt., piast.density, structure, <br /> U z cn m LL Cementation, react.wfHCI,geo. inter. <br /> SILTY SAND (SM);wet <br /> 16- - <br /> 17- POORLY GRADED GRAVEL with SILT and SAND (GP-GM): <br /> brown (10YR 413), moist,70%fine to coarse gravel, gray - <br /> 1$- x (10YR 611), 20%fine to coarse sand, 10% nonplastic fines <br /> 19 - <br /> - x <br /> 20 POORLY GRADED SAND with SILT and GRAVEL(SP-SM): <br /> brown (10YR 413), moist, 70%fine to coarse sand, 20% fine to <br /> 21 coarse gravel, gray(10YR 611), 10% nonplastic fines <br /> 22_ SANDY SILT(ML) dark grayish brown (10YR 412), moist, <br /> 60%fines,40%fine sand, nonplastic, soft - <br /> 23 - <br /> T, 70%fines,30%fine sand, firm <br /> 24 - <br /> 25 T 60%fines,40%fine sand, soft <br /> 26 T 70%fines, 30%fine sand, firm <br /> 27 t 60%fines, 40%fine sand, soft <br /> 28 - <br /> 29 <br /> 70%fines, 30%fine sand, firm <br /> - <br /> - x <br /> 36 SILTY SAND(SM): dark grayish brown (10YR 412), wet, 60% <br /> fine sand, 40% low plasticity fines <br /> 31 - <br /> 32- <br /> 1 32 <br /> 33 OAKOOREV(REV.3MO) <br /> Geonnatrix Consultants PrajeCt No,6447.001 Page 2 of 3 <br />