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Stellar Environmental Solutions Soil Boring Log <br /> 2198 Sixth Street, Berkeley, CA 94710 <br /> Geosclence&Engineering Consulting <br /> BORING NUMBER C-1 Page 1 of 2 <br /> PROJECT WO&S Acam o CA OWNER <br /> LOCATION 19256 Hwy 99 PROJECT NUMBER 2000-69 <br /> TOTAL DEPTH 51 feet BOREHOLE DIA 314 Inch <br /> SURFACE ELEV WATER FIRST ENCOUNTERED49' rose to 46' <br /> ' DRILLING COMPANY Fisch Drilling DRILLING METHOD Direct push, 2' sampler <br /> DRILLER Dave GEOLOGIST H Pletropaoll DATE DRILLED 12/13/00 <br /> ' JqW INSTRUMENT <br /> DEPTH GRAPHIC READING DESCRIPTION/SOIL CLASSIFICATION REMARKS <br /> (feet) LOG W ma <br /> (PPM) <br /> 0 <br /> Using a 580A PID <br /> — 2 - <br /> - 4 - <br /> 6 - <br /> 8 468 <br /> - - - - -_ -r - - - -- - - - - - - - - - - - - - - - - - <br /> - -- - - - - - - - - - - - - -- - - - - <br /> 10 6-1 0 Light yellow brown medium sand <br /> (SW), loose, moist, well graded <br /> 12 - - - - - - -- --- - - - - - - - - - <br /> 14 Red brown clayey fine sand (SC), <br /> ' 6-1 0 dense, slightly plastic, moist, <br /> 16 green patches (<5%) <br /> ' 18- <br /> -20— 2- 6 As above w/higher clay content <br /> 24 Light yellow brown silt (ML), Iron- <br /> , 2- 6 stained, soft, loose, micaceous, <br /> 26 moist <br /> ' - _ - -- - - - - - - - - --- - - --- - - <br /> 28 ; - •' Yellow brown fine quartz sand, <br /> 30 2 (SW), loose, dry,well graded <br /> 32 <br /> —34- <br /> -36— ' _ •• ' 0 As above <br /> - - - - - - - - - - - - - - - -- - - - - <br /> 3$ <br /> Light brown silty fine sand (SM), <br /> s <br /> 40 0- 2 moist, loose <br /> o - <br /> 0 <br /> N <br />