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Date Begin-End: 3/13/2017 Drilling Company: V&W Drilling BORING LOG P-1 <br /> Logged By: B.Campbell Drill Crew: Frank/Sergio <br /> Hor.-Vert Datum: Not Available Drilling Equipment: BK-81 Hammer Type-Drop: 140 Ib.Auto-30 in. <br /> Plunge: -90 degrees Drilling Method: Solid Stem Auger <br /> Weather: Not Available Exploration Diameter: <br /> FIELD EXPLORATION LABORATORY RESULTS <br /> x,U Y <br /> 0 I^ 0 d o O a) N N <br /> Surface Condition:Gravel n m O a N o v N <br /> No c W 7t E <br /> m a) c'om a �° o r. rn m 1 �c, c` <br /> a m E E E U`o ° °Z U� m N N a N11 <br /> Z ° m <br /> (o :3 m o c o a°i N i. �O o Z` m m LT m z v aa) <br /> ❑ (D Lithologic Description U)z cn ED, a W? ❑W �U ❑ a a � d? Q W <br /> Q Gravel,debris,clay soil(FILL) <br /> 0 <br /> O <br /> Lean CLAY with Sand(CL):medium plasticity, <br /> light 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 /> 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-1 FIGURE <br /> DRAWN BY: G.G. <br /> KL E/NF"EL DER CHECKED BY: S.W. 8 <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 />