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PROJECT: US CAN <br /> Vernalis, California Log of Boring No. GMX-1 B (cont'd) <br /> SAMPLES <br /> 2 z E DESCRIPTION REMARKS <br /> w o 3 0 o n n NAME(USCS):color,moist,%by wt.,plast.density,structure, <br /> o" z u cementation,react.wlHCI,geo. inter. <br /> POORLY GRADED SAND with SILT(SP-SM):olive gray(5Y <br /> 412),wet, 90%fine to medium sand, 10% low plasticity fines, <br /> 88 sli ht odor _ <br />® q SANDY LEAN CLAY(CL): dark yellowish brown (10YR 410), <br /> 0 moist,65% fines, 35%fine sand, medium plasticity,very hard <br /> 89 Am 100 0 <br /> 90 Bottom of boring at 90.0 feet Borehole destroyed using <br /> - Type 1-II neat cement <br /> 91 grout placed from total <br /> depth to ground surface <br /> with a tremie pipe. <br /> i <br /> 92- <br /> 93- <br /> 94- <br /> 95- <br /> 96- <br /> 97- <br /> 98- <br /> 99- <br /> 100- <br /> 101- <br /> 102 <br /> 2 939498 9697 9899100101 102 <br /> 103- <br /> 104 <br /> OAKBOREV(REV.3M) <br /> GeornatrlX Consultants Project No.6447.001 Page 6 of 6 <br />