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'rl <br /> PROJECT: FORMER VERNALIS PUMP STATON <br /> Vernalis, California Log of Boring No. ASB-11 (cont'd) <br /> -1 11 F VOE <br /> O <br /> g? <br /> E DESCRIPTION <br /> REMARKS <br /> Q w <br /> NAME(USCS):color,moist,%by wt.,plast.density,structure, <br /> o cementation,react.w/HCI,geo.inter. <br /> I_] POORLY GRADED SAND with GRAVEL(SP): light olive <br /> brown (2.5Y 5/3), moist,70%fine to coarse sand,25%fine - <br /> 34 0 gravel,5%fines = <br /> 35 0 T wet <br /> 36 <br /> 37- <br /> 0 <br /> `� ... <br /> 38- <br /> ------------------------------------ <br /> POORLY GRADED SAND with SILT(SP-SM): olive brown <br /> 39 0 0 (2.5Y 54/3),wet,80%fine to coarse sand, 10%fine gravel, - <br /> r-t v 10%nonplastic fines <br /> J <br /> 40- <br /> 41- <br /> 0 41 - <br /> Heaving sands <br /> - encountered at 42.0 feet <br /> _ _ bgs;sampling refusal. <br /> 42 Bottom of boring at 42.0 feet <br /> 43 Bor- <br /> 44 - Type 1 11 neatole royed cement <br /> _ grout placed from 39 feet <br /> bgs to ground surface with <br /> 45 a tremie pipe. <br /> I � <br /> _.� 46- <br /> 47- <br /> 48- <br /> 49- <br /> 50- <br /> 51 <br /> 647484950 51 <br /> OAKSOREV(REV.3100) <br /> Geomatrix Consultants Project No.5011.003 Page 3 of 3 <br /> 1 <br />