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LOG OF BORING TH8 <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 /> 10 TH8-10 0.0 MORE SANDY <br /> SM BROWN VERY SILTY FINE SAND <br /> 15 <br /> 20 TH8-20 i 0.0 <br /> �_. SIP GREY-BROWN FINE SAND <br /> 25 <br /> 30 TH8-30 Z 0.0 GRAVELLY,TO 1" <br /> Lu <br /> H l( <br /> w 00 GP GREY-BROWN VERY SANDY(FINE TO MEDIUM) <br /> Z 35 o GRAVEL(TO 1.5") <br /> x ° 0 <br /> 0 40 TH8-40 O(�� 0.0 <br /> �1 SM GREY-BROWN SILTY FINE SAND <br /> 45 <br /> 50 ML 0.0 LIGHT BROWN FINE SANDY SILT <br /> TH8-50 <br /> 55 MORE SANDY <br /> 60 TH8-60 0.0 LESS SANDY <br /> SM GREY-BROWN SILTY FINE SAND <br /> GROUNDWATER STABILIZED AT 64 FEET <br /> 65 <br /> 70 TH8-70 0.0 <br /> SOIL SAMPLE(TYPICAL) <br /> 75 <br /> ANDERSON BARNGROVER RANCH <br /> Brusca PROPERTY LOG OF BORING <br /> DAssociates, Inc. TH8 <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 4 <br /> BruscaAssociates.com / <br />