Laserfiche WebLink
I <br /> Blows Semple USCS <br /> Fl , No. OE9011PT10N WELL <br /> CONST. <br /> Asphalt ( 4 " thick ) underlain by gravel backfill ( 611 ) . <br /> ML <br /> 2 Sandy silt , fine - grained sand , brown , damp , low <br /> plasticity , hard , no product odor . <br /> 4 <br /> 6 52 S- 5 <br /> B C11 Clay , brown , damp , high plasticity , hard , no product <br /> odor . <br /> 10 <br /> 39 S- 10 <br /> 12 <br /> W <br /> LL CL Sandy clay , fine to coarse - grained sand , brown with <br /> = <br /> 14 ~ green mottling , moist , medium plasticity , hard , <br /> = no product odor . <br /> w 16 100 5 - 15 <br /> 18 <br /> 20 Increasing moisture to very moist , increasing <br /> 36 S - 20 plasticity to high . <br /> 22 'total depth = 21 . 5 feet . <br /> Drilling terminated due to reaching ground water . <br /> Boring backfilled with neat cement . <br /> LOG OF ®ORING PLATE <br /> ,ryoyro ro steins Crystal Cream and Butter Company <br /> 41211M ...., sial swr a 1rf�" L A w," 1mISSI a 404 West Fremont P- 4 <br /> PROJECT NO, ACS 8696 - 1 Stockton , California <br />