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O'ROUN'D ZERO ANALYSIS roc OF BORING S84 <br /> PROJECT TUFF BOY TRAILER LOCATION 5151 ALMONDWOOD. MANTECA CA PROJECT NO 335 _ <br /> DATE DRILLED 01/12/04 LOGGED BY SEAN GARVEY REVIEWED BY JOHN P LANE RG No 6795 <br /> ILLING COMPANY FISCH ENVIRONMENTAL DRILLER 0 FISCH METHOD _DIRECT,e08,_,_, <br /> E HOLE DIAMETER 2 IN DEPTH DRILLED 35 FT DEPTH TO WATER INITIAL FT STATIC ,^ Fj <br /> ING TYPE NA DIAMETER IN SCHEDULE INTERVAL - FT TO — FT <br /> SCREEN TYPE NA DIAMETER IN SLOT SIZE IN INTERVAL FT TO FT <br /> FILTER PACK TYPE NA INTERVAL - -- FT TO — FT <br /> SURFACE SEAL TYPE -NEAT_CEMENT GROUT INTERVAL 0 FT TO 35 FT <br /> COMMENTS PAGE I OF- <br /> -l-WELL DEPTH FID SAMPLE ID USC DESCRIPTION <br /> DETAIL _(ELL__ PPM BLOWCOUNT LOG <br /> LITHOLOGY FROM CPT DATA FROM BORING CPTII <br /> 2 <br /> 4 SAND <br /> 6 <br /> SAND TOSILTY <br /> r <br /> SAND 2Gt� rs.f+crllr� �j lcl r) �-�rx� <br /> —10- <br /> -12 SAND <br /> STIFF <br /> FINE <br /> 14 GRAINED <br /> CLAY <br /> 16 SAND TO SANDY SILT <br /> SAND <br /> i8 <br /> CLAY TO <br /> CLAY <br /> 22 SAND TO <br /> SANDY DISCRETE GROUNDWATER SAMPLE SB4 22-26 GW COLLECTED FROM 22-26 FEET <br /> SILT = <br /> 24 ----`.--VERY STIFF FINE GRAINED <br /> SAND <br /> = 5,2 t-T6b/ <br /> SILT <br /> —26- <br /> - <br /> 6 <br /> MOSTLY <br /> CLAY <br /> 28 <br /> SILTY SAND TO SANDY SILT <br /> SAND TO <br /> 30 SILTY <br /> SAND <br /> DISCRETE GROUNDWATER SAMPLE S84 31-35 GW COLLECTED FROM 31-35 FEET <br /> 32 <br /> SAND <br /> —34- <br /> - <br /> 4 {G <br /> io iN P J <br /> I 36 0 !_r°-Lc <br /> N �0 67 f <br /> 38 <br /> Op CA��F <br /> L401 <br />