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PROJECT: US CAN <br /> Vernalis, California Log of Boring No. GMX-9 (cont'd) <br /> SAMPLES O <br /> _ ? DESCRIPTION REMARKS <br /> Lu 2' E d 3 o O Q � NAME(USCS):color,moist,%by wt.,plast.density,structure, <br /> W Z in in u er cementation,react.wtHCI,geo,inter. <br /> SANDY SILT(ML): cont'd <br /> ® 51- <br /> 53- <br /> 54- <br /> 0 <br /> 253 540 <br /> 0 -------------------------- <br /> ------- -- -------- ._----- <br /> 55 SILTY SAND with GRAVEL(SM): brown (10YR 513),wet, — <br /> 70 0 55%fine to coarse sand,30%fine to coarse gravel, 15% <br /> nonplastic fines — <br /> 56- <br /> 57- <br /> 58- <br /> - <br /> 6 5758 <br /> 0 <br /> 59 <br /> x <br /> 50 0 <br /> � <br /> 6- <br /> 60- <br /> Bottom <br /> "60 Bottom of boring at 60.0 feet Borehole destroyed using <br /> — Type l-ll neat cement <br /> 61 _ grout placed from total <br /> depth to ground surface <br /> --- with a tremie pipe. <br /> 62 <br /> 63- <br /> 64- <br /> 65- <br /> 66- <br /> 67 <br /> 3 6465 66 67 - <br /> 68 <br /> _. OAKBOREV{REV,]!06) <br /> Geomatrix Consultants Project No.6447.001 Page 4 of 4 -JII <br />