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Advanced <br /> BORING LOG <br /> 1 - - GeoEnvironmental, Inc. BOREHOLE NO B4 <br /> ,G 837 Shaw Road, Stockton, CA 95215 TOTAL DEPTH 4'7 <br /> ' (209) 467-1006 FAX (209) 467-1118 <br /> Project MBP-LINDEN Dn{ling Co Woodward Drilling <br /> Site Location 8203 EAST HIGHWAY 26 Rig/Auger Type CME 55HT/ 8"hollow stem <br />' Linden, California Logged By W Little <br /> - Reviewed By N Henderson <br />' Project No AGE-NC-99-0645 Date(s) Drilled 10-16-01 <br /> Notes boring grouted with Portland cement Water level during drilling page 1 of 1 <br />' drilled at 20 degree angle s Water level in completed well <br /> i <br /> Sample Blows PID Soil USCS Class and <br /> Depth ID (per 6") (ppm) Symbol Soil Description <br />' 0 <br /> -5 <br /> -10 84-10 == N1L SILT,brown fines, dam <br /> p,pea gravel from excavation,no hydrocarbon(HC)odor <br />'. 16/12/11 0 -- <br /> 134-15 =— I VIL SILT,brown fines,damp,no HC odor <br />' -15- 16/36/20 0 =_ <br />' -2 0 134-20 _= — SP-SM POORLY GRAVED SAND WITH SILT,with 10%tan tines,75% fine sand <br /> 12/12/14 0 and 15%medium sand,black and white, dry,no HC odor <br /> 134-25 Esand,tuiticolor, <br /> AI1D,20% fines-silt,25°x°coarse sand, 25010 medium sand and 30% tine <br /> -25 14/20/20 0 damp,no HC odor <br /> I <br /> ' B4-30 <br /> -3 0 SP POORI-I'GRADED SAND, 20%medium sand and 80% fine sand,multicolor,dry, <br /> 28/50 0 no HC odoi <br /> ' 134-35 -- <br /> -35— =_ ML SILT,gay to brown tines,with clay,damp,no HC odor <br /> 20/50 0 —— <br /> 134-40 <br /> -40 = — ML SILT,brown fines, with 10% fine sand,damp,no HC odor <br /> 25/50 0 — <br /> 134-45 <br /> ' <br /> 45 _ ML SILT,brown fines, with 10% fine sand,damp,no HC odor <br /> 16/26/50 0 <br /> B4-50 <br /> —_' ML SILT,brown fines, with 10% fine sand,damp,no HC odor <br /> ' -50 28150 0 — <br />