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W <br /> W, PROJECT NLF(BER BARING MURBER <br /> • F 1 yr - - SHEET 1 OF 4 <br /> SOIL BORING LOG <br /> PROJECT Lel Monte-Disco <br /> Stockton,CA <br /> ELEYATION 20.80 fLOCATION.eet TOC DRILLING CONTRA,-TQR Spoctrum Exploralluns.Inc. <br /> DRILLING METHOD AND EGRJ PNENT8 Inch OA.,5 f/4 inch I D.Ftollaw Slee Auger <br /> HATER LEVELS 78.30 Leet,PtJs START 08/29/8108126/81 <br /> FINISH-----LOGGER B.t3aumpariner _ <br /> !^' iz SAMPLE STANDARD SOIL ASCRIPTION <br /> PENF�EST ION _ COMMENTS <br /> m a i ¢ RESULTS SOIL NAME,USCS GROUP SYMBOL,COLOR, <br /> a y MOISTURE CONTENT,RELATIVE DENSITY ��, DEPTH OF CASING,DRILLING RAT <br /> r4� F C v Gr-t3'-B' OR CONSISTENCY,SOIL STRUCTURE, DRILLING FLUID LOSS <br /> C2 ¢ (N) MINERALOGY r o TESTS AND INSTRUMENTATION <br /> 4.5 <br /> ifs <br /> 6 <br /> 1.2 06-12-18 Depth 4.5-6.5 SILTY SAND (ML),brown, <br /> cohesive,non-plastic,low moisture,stiff <br /> 9.5 <br /> j <br /> 11.0 1.4 08-14-20 Depth 8.5-I1.0 FINE SAND WITH SILT - <br /> (SM).brown,cohesive,non-plastic,low <br /> pfasticlty,lora moisture,still <br /> t <br /> f <br /> 0 <br /> 14.5 - <br /> 1 - fS0 <br /> 1.5 08-18-20 Depth 14,5-16,0 FINE SAND WITH SILT <br /> 18.0 (381 ISM),brown with white streaks,cohesive. <br /> j non-plasfic,moist,skill <br /> 1.=. 20.0 <br /> a <br /> id SANDY <br /> Treen <br /> 1.5 07-15-20 malew/bransomit streaks. <br /> c_ 21.5 (35) cohesive,non-plastic,moist,stili <br /> i,. <br /> 24.5 - <br /> 1.4 05-07-11 Depth 24.5-26.0 SILT/SAND (SM),brown, II <br /> 29.0 (!9) cohesive,non-plastic,moist,tirm <br /> ( f <br /> s <br /> 28.5 <br /> s- <br />) <br />