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LOG OF BORING TH9 <br /> DRILLED: 8/16/23 <br /> USCS PID <br /> 0 oa a o GP GRAVEL SUFACING <br /> ML BROWN FINE SANDY SILT <br /> 5 <br /> SLIGHTLY CLAYEY <br /> 10 <br /> TH9-10 0.0 <br /> SM BROWN VERY SILTY FINE SAND <br /> 15 <br /> , <br /> 20 TH9-20 0.0 <br /> SP GREY-BROWN FINE SAND <br /> 25 <br /> 30 TH9-30 Z 0.0 <br /> w <br /> LLLu 35 <br /> z GP GREY-BROWN FINE TO COARSE SANDY GRAVEL(TO 1") <br /> o � <br /> F �0. <br /> a (� <br /> 0 40 TH9-40 0 U 0.0 <br /> SM GREY-BROWN SILTY FINE SAND <br /> 45 <br /> o p GP BROWN-GREY VERY SANDY(FINE TO MEDIUM)GRAVEL(TO 1") <br /> 50 O <br /> TH9-50 Z O 0.0 <br /> OQ � <br /> 55 SM BROWN GREY SILTY FINE SAND <br /> MILLIGHT BROWN VERY SANDY(FINE)SILT <br /> 60 TH9-60 0.0 <br /> 65 <br /> SP BROWN-GREY FINE TO MEDIUM SAND; PETROLEUM <br /> HYDROCARBON ODOR <br /> 28 GROUNDWATER STABILIZED AT 69 FEET <br /> 70 TH9-70 <br /> 75 <br /> ANDERSON BARNGROVER RANCH <br /> Brusca PROPERTY LOG OF BORING <br /> DAssociates, Inc. TH9 <br /> Environmental Engineering Geology 14290 East Comstock Road <br /> 1860 Sierra Gardens Drive,#332 Linden,California <br /> Roseville,CA95661 <br /> Br scaA sociat s. fax(916)677-1471 Brusca Project No. 260-004 PLATE 5 <br /> BruscaAssociates.com / <br />