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PROJECT: US CAN <br /> Vernalis, California Log of Boring No. GMM-11 (cont'd) <br /> SAMPLES <br /> 2 m H_ � � � DESCRIPTION REMARKS <br /> o E o o D d n NAME (USCS):color, moist, %by wt., Plast.density, structure, <br /> CL in m� - cementation, react.w/HCI,geo. inter. <br /> SANDY SILT(ML): brown (10YR 413),wet,60%fines,40% <br /> fine sand, nonplastic, soft - Perched water. <br /> 16 - <br /> 17 — - <br /> POORLY GRADED GRAVEL with SILT and SAND (GP-GM): <br /> brown (10YR 413), moist, 70%coarse gravel, pale brown - <br /> 18 (1 QYR 613), 20%fine to coarse sand, 10% nonplastic fines <br /> 19- <br /> 20- <br /> 21 - <br /> - <br /> 92Q21 - <br /> 22- <br /> 23- <br /> 2 23 <br /> 24- <br /> 25 <br /> 4 25� SILTY SAND(SM): dark grayish brown (10YR 4/2), moist, <br /> 60%fine sand, 40% nonplastic fines <br /> 26 - <br /> U) x <br /> 27 N - <br /> X Y - <br /> � rf w@t <br /> C7 <br /> 28- <br /> 29- <br /> 8 29 — <br /> SANDY SILT(ML): moist <br /> 3Q - <br /> 31 - <br /> - x <br /> 32 POORLY GRADED SAND with SILT and GRAVEL(SP-SM): <br /> see next page for description <br /> 33 <br /> QAKBOREV(REV.3MO) <br /> Geomatrix Consultants Project No.6447.001 Page 2 of 3 <br />