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eolo icaf Technics� g n s I nc. <br /> Borehole Log <br /> Project Name <br /> ' George's Service Borehole No RB-2 Page 1 of 1 <br /> Project No 281 2 Date 4/25/95 Contractor V&W Drilling Company C57 Lic 658786 <br /> Area & County 1600 Durham Perry Rd , Tracy Drilling Method Rand Auger <br /> Field Geo/Eng T McDonald Elevation of Measuring Point N/A <br /> Tot Dep 10' Tot Casing Dep N/A Annular Seal N/A Falter Pack N/A Grout 0-10' <br /> Borehole Dia 3 50"Casing Dia N/A Screened Interval N/A Slot Size N/A Water Level *-9 5' <br /> o y Location-SE corner of building <br /> 10 <br /> ZL '- o (% , <br /> op a u Description Remarks <br /> I0 <br /> I <br /> 5 1008 CL CLAYEY SILT-(2 5Y5/6), very plastic, 100 ppm QVM <br /> FeOx root tubes <br /> s Green color and kerosene odor Da 7 ft <br /> ___ CLAYEY SILT-(mottled), ve lastic <br /> 10 1123 =__ _ : CL very p 15 8 ppm OVIVI <br /> z <br /> z <br /> U <br /> O <br /> 15 z <br /> 20 <br /> 25 <br /> 30 <br /> Notes � Silt Clay Sand (5Y5/6)=Munsell soil color description <br /> ®=denotes sample submitted for laboratory analysis <br /> Pebbles = Clayey Sand Gram size is referenced to the Modified Wentworth Scale <br /> rev 3/92 Drawn 8/11/94 <br />