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NOTE: l095 are to b uses only far ae5lgnalw purpose(sl. <br /> _ Y <br /> BORING/WELL <br /> #: <br /> w� >SAMPLE rn 2= <br /> w, <br /> GoNUMBER O o a DESCRIPTION B' 1 (Da <br /> Q m LL d <br /> 0 <br /> SM Fine SAND with trace silt,dark brown,moist,loose <br /> — 1 t <br /> 2 2 <br /> 3 3 <br /> 4 4 <br /> 5 5 <br /> 6 6 <br /> 7 7 <br /> 8 8 <br /> 9 9 <br /> 10 0 Z Pea GRAVEL,well-rounded,uniform size(-1W"�),with fine sand 10 <br /> GP <br /> i 11 <br /> 12 12 <br /> 13 13 <br /> 14 14 <br /> 15 0 s, Silty SAND and gravel to pebble gravel,dark brown,moist,fine to 15 <br /> GP medium,loose to medium dense <br /> 16 16 <br /> 17 17 <br /> 18 18 <br /> 19 19 <br /> 20 _ 0 Gp Granular to pebble gravel with some silty fine to medium SAND,dark 20 <br /> brown,moist,medium dense to dense <br /> _ 2t 21 <br /> LOG CONTINUED ON NEXT PAGE <br /> 22 22 <br /> Note: Depth shown as 45°auger boring <br /> LOG OF AUGER BORING PLATE <br /> K L E I N F E L D E R SOIL SAMPLE ANALYSISn <br /> PRODUCED: 11/18/92 TOTAL DEPTH: 27.5 ft. (vert. l9ft.) <br /> SAN JOAQUIN CO. - CANLIS BUILDING A-2 <br /> PROJECT NO. 24-220191-AOO LOGGED BY: C. Clark I LOG DATE: 11/6/92 Shee[ 1 of 2 <br />