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Settler-Ryan, Inc. Log of Boring MW-j30 <br /> J11 <br /> PROJECT Tosco (Former BP) Service Stafian No 11192 LOCATION 1403 Country Club Boulevard, SA <br /> GR PROJECT NO 14024505 CASING ELEVATION Ft (MSL) <br /> DATE STARTED 08/08/Of WL (ft bgs) 1400 DATE 08/08/01 TIME <br /> DATE FINISHED 08/08/01 WL (ft bgs) 13 5 DATE 08/08/01 TIME <br />' DRILLING METHODE8 in Hollow Stem Auger TOTAL DEPTH 79 feet <br /> DRILLING COMPANY Woodward Drilling GEOLOGIST Andrew Smith <br /> LL <br /> * x c� <br /> o N En WELL DIAGRAM <br /> e z W J GEOLOGIC DESCRIPTION <br /> CL d (n S <br /> LU <br /> U <br /> N X <br /> wv o of a a o <br /> o v a m M cn M in <br /> Asphalt pavement over aggregate base <br /> GM SILTY GRAVEL WITH SAND (GM) - brown OOYR 4/3), <br /> moist, loose 70% gravel, 15% sand, 15% silt (fill) <br /> CL CLAY (CL) - black (IOYR 2/1), moist, hard 95% clay, <br /> 40 5% silt <br /> SM SILTY SAND (SM) - brown 00YR 4/3), moist, dense, <br /> 6 85% sand, 15% silt <br /> 0 25 MW-11-9 Becomes medium dense <br /> SP POORLY GRADED SAND tSP) - very dark grayish <br /> 12 brown (IOYR 3/2), wet, medium dense, 100% sand <br /> 0 20 MW-11-14 <br /> SW WELL GRADED SAND (SW) - dark grayish brown (2 5Y <br /> 3/2). wet, medium dense, 100% sand <br /> Q a � <br /> 18 4 <br /> Nr <br /> Nr N. <br /> Qc <br /> 0 30 <br /> my <br /> _ 1b U <br /> CL CLAY (CL) - grayish brown 0OYR 5/2), most, stiff, ^ , <br /> 90% clay, 10% silt <br /> ro � <br /> 24 o 14 <br /> SP POORLY GRADED SAND (SP) - very dark grayish <br /> SW-SM brown (10YR 3/2), wet, medium dense, 100% fine to <br /> medium sand_ <br /> WELL GRADED SAND WITH SILT (SW-SM) -- light <br /> grayish brown (10YR 6/2), wet, medium dense, 90% <br /> 0 28 sand, 10% silt <br /> ' 30ML SILT (ML) - light brownish gray (10YR 6/2), wet, very <br /> stiff, 100% silt <br /> 0 60 <br /> 36 CL CLAY (CL) - light olive brown (2 5Y 5/4), wet, hard <br /> }1 <br /> 0 >100 <br /> 42 <br /> JOB NUMBER 140245 05 Page 1 of 2 <br /> S- <br />