Laserfiche WebLink
PROJEc-r: US CAN <br /> Vernalis, California Log of Boring No, GMX-1 B (cont'd) <br /> SAMPLES <br /> 70c <br /> 2 = E DESCRIPTION REMARKS <br /> w a? 0 Q a NAME(USCS):color,moist,%by wt.,plast.density,structure, <br /> W cementation,react.w/HCI,geo.inter. <br /> { 450 .-W ---___ _ ----------------- <br /> 11 SANDY SILT(ML): olive gray (5Y 412),moist,70%fines, 30% <br /> 70 fine sand, low plasticity,firm, strong odor - <br /> 65 550 <br /> 71- <br /> 72 <br /> 1 72 - <br /> 60%fines,40%fine sand,trace medium gravel, strong odor <br /> 73- <br /> 74- <br /> - <br /> 374 - <br /> 1 304 <br /> } light olive brown (2.5Y 513), slight odor <br /> 75- 90 1 - <br /> - 35 — <br /> 11" <br /> 76- <br /> 77- <br /> SILTY <br /> 6 77SILTY SAND (SM): olive gray (5Y 512),wet, 70%fine to - <br /> medium sand,20% nonplastic fines, 10% fine to coarse gravel <br /> 1 78 - <br /> 7s - <br /> 252 — <br /> 115 <br /> 80- <br /> X <br /> 0 - <br /> r� 72 <br /> 81- <br /> 82- <br /> 83 <br /> 1 82 83 - <br /> 84- <br /> 130 Driller notes heaving <br /> SILTY SAND with GRAVEL(SM): dark gray (5Y 411),wet, _ sands at 86 feet bgs. <br /> 85 60% fine to coarse sand, 20%fine to coarse gravel,20% - <br /> 68 t6 nonplastic fines <br /> 88 olive brown(2.5Y 413), 50%fine to coarse sand, 30%fine to <br /> 86_ coarse gravel_20°/p nonplastic fines <br /> POORLY GRADED SAND with SILT(SP-SM):See next page <br /> ® 79 24 for description <br /> �! 87 - <br /> OAKBOREV)REV.3100) <br /> Geornatrix Consultants Project No.6447.001 Page 5 vt 6 <br />