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al <br /> BARING W <br /> NO <br /> tu VW- <br /> � � s <br /> w <br /> DRILLING REMARKS 9 E v C FIELD GEOLCGIST�. 9annan <br /> y W Q o a y ? a DATE BEGAN 7 29-91 <br /> CHECKED BY DATE FINISHED 7-29-91 <br /> I o m TOTAL DEPTH X9_0 Ft SURFACE ELEV aoo_ 6.5 ft. = <br /> ctcl <br /> 0 7E RIPTICSN <br /> usn Mount Steel 0 ASPHALT M GRAVEL FILL 5 <br /> Street Boz AN Y ELASTIC SILT My About 757. silt with low to medium <br /> Neat <br /> Cement dry strength low toughness about 257 fine to medium sub- <br /> 3/8' Bentonite angular sand dark gray moist <br /> 5 Pellets 0 <br /> Top of Casing <br /> with Locking Cap Calor change to brown at 7 0 <br /> 10 2' Ola Sch 40 -- 2 <br /> PVC Coaong <br /> 15 16/18 -- 2 MH Increasing sand concentretlon to 407- <br /> #2/16 Sand = <br /> 20 -- 2 <br /> 2' Ola Sch 40 -- <br /> PVC Screen -- <br /> 010 Slat <br /> 25 -- 0 <br /> PVC endcap =_ <br /> 78/18 19 -- <br /> 0 <br /> 30 TOTAL DEPTH 29 0 FEET <br /> 35 <br /> 40 <br /> Note Groundwater not encountered during drilling <br /> 45- <br /> 50- <br /> 55- <br /> 450- <br /> 70 <br /> 550556070 <br /> DRILLING CO A S E Drilling Company RAGE 1 OF 1 <br /> DRILLING METHOD Hollow Stem Auger <br /> SAMPLING METHOD Split Spoon (ss) Sampler <br /> PROJECT NO 190844 SEE LEGEND FOR LOGS AND <br /> CLIENT 8P Oil Company — Station 11192 TEST PITS FOR EXPLANATION <br /> OF SYMBOLS AND TERMS <br /> LOCATION 1403 Country Club 81vd <br /> Stockton, CA INTERNATIONAL <br /> TECHNOLOGY <br /> BP-Vw-1(BP08) CORPORATION <br />