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NOTE:Logs are to b8 uses only for CesipmeE purposeIsCr <br /> 1.-� ) f <br /> r <br /> s. w= SAMPLE > , BORING/WELLti: <br /> ¢p INUMBER Oto WI- <br /> DW oEoww y <br /> ix M LC <br /> 0 0 <br /> SM Fine SAND with trace silt,dark brown,moist,loose <br /> 1 1 <br /> 2 2 <br /> 3 3 <br /> 4 4 1 <br /> I <br /> 5 5 <br /> 5 <br /> i <br /> 6 6 <br /> 7- <br /> 7 <br /> f <br /> 8 - <br /> - 8 <br /> 9 - <br /> 10- <br /> 10 10 <br /> 0 Pea GRAVEL,well-rounded,uniform size(-1\4"0),with fine sand <br /> GP <br /> 11 <br /> it <br /> 12 12 <br /> 13- <br /> 14- <br /> 3 14 14 <br /> a 15 0 S/ Silty SAND and gravel to pebble gavel,dark brown,moist,fine to 5 s <br /> GP medium,loose to medium dense <br /> 16 16 _..I <br /> 17 17 <br /> t <br /> i <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 /> 21 21 <br /> LOG CONTINUED ON NEXT PAGE <br /> 22 22 <br /> Note: Depth shown as 450 auger boring <br /> LOG OF AUGER BORING PLATE <br /> K L E 1 N FELDER SOIL SAMPLE ANALYSISn <br />• PRODUCED: 11/18/92 TOTAL DEPTH:27.5 it. (vert. 19ft.) <br /> SAN JOAQUIN CO. - CANLIS BUILDING -2 <br /> PROJECT NO. 24-220191-AOO LOGGED BY: C. Clark LOG DATE: 11/6/92 Sheet 1 of 2 <br />