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Date Begin-End: 3/13/2017 Drilling Company: BORING LOG P-3 <br /> Logged By: Drill Crew: <br /> Hor.-Vert.Datum: Not Available Drilling Equipment: <br /> Plunge: -90 degrees Drilling Method: <br /> Weather: Not Available Exploration Diameter: <br /> FIELD EXPLORATION LABORATORY RESULTS <br /> 00 N U,p p d o O Nin <br /> J Surface Condition:Gravel a m a o v C) —° <br /> w 6 H �o of # E T a m <br /> o UE Z _ <br /> m EE E s O° U� � c w 0 � Nn ° m <br /> o c7 Lithologic Description in z in m� a° X? D U) U o a a a? Q X <br /> Lean CLAY(CL):dark brown,gravel and <br /> scattered debris(FILL) <br /> Lean CLAY with Sand(CL):dark brown,moist <br /> 5 <br /> Sandy SILT(ML):low plasticity,light brown, <br /> moist <br /> 10 <br /> Sandy Lean CLAY(CL):medium plasticity, <br /> brown,moist <br /> S/ <br /> • 15 <br /> Silty SAND(SM):fine-grained,brown,moist <br /> Lean CLAY(CL):brown,moist <br /> 20 <br /> 25 <br /> The boring was terminated at approximately 25 GROUNDWATER LEVEL INFORMATION: <br /> ft.below ground surface. The boring was Groundwater was not observed during drilling or after completion. <br /> backfilled with soil cuttings on March 13,2017. GENERAL NOTES: <br /> 30 <br /> • PROJECT NO.: 20173772 BORING LOG P-3 FIGURE <br /> DRAWN BY: G.G. <br /> KL E/NFEL OER CHECKED BY: S.W. 1 0 <br /> McFadden Construction Shop Building <br /> Bright People. Right Solutions. DATE: 3/14/2017 3855 East Farmington Road <br /> Stockton,California <br /> REVISED: - <br /> PAGE: 1 of 1 <br />