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N <br /> o Date Begin-End: 4/10/2020 Drilling Company: V&W Drilling PERCOLATION TEST HOLE LOG P-2 <br /> Logged By: M.Porter Drill Crew: Frank/Anthony <br /> m <br /> � Hor.-Vert.Datum: Not Available Drilling Equipment: CME-55 HT Hammer Type-Drop: 140 Ib.Auto-30 in. <br /> NPlunge: -90 degrees Drilling Method: Hollow Stem Auger <br /> 0 <br /> Weather: Not Available Exploration Diameter:6 in.O.D. <br /> C FIELD EXPLORATION LABORATORY RESULTS <br /> v <br /> o <br /> X U Y <br /> D 0/ N Q>Q t1. o O tq N <br /> J QC- <br /> U N c 3 ONNN �_ p� O) J '�' O C Y <br /> d O Om $ C C _C _U Z <br /> U C UU Z V E C 7 N 7 N 11 '0 <br /> N (9 7 m o O N Ir C T @ O L, N (0 LT (6 d � N <br /> o L� Lithologic Description N � a?z 0 ED ? v o a a Q <br /> Poorly Graded SAND with Gravel(SP) <br /> 0. <br /> Sandy Lean CLAY(CL) <br /> 5 Silty SAND(SM) <br /> Sandy GRAVEL(SP) <br /> 0 <br /> 10 <br /> Poorly Graded GRAVEL with Sand(GP) <br /> o� <br /> O <br /> 15- <br /> 0 <br /> 5 O <br /> F p <br /> m Q. <br /> Lu <br /> � <br /> J <br /> LLO <br /> W "Q <br /> LL <br /> 20- <br /> 0 <br /> V, O <br /> O <br /> J <br /> J_ 0� <br /> C <br /> a <br /> ¢ w The percolation test hole was terminated at GROUNDWATER LEVEL INFORMATION: <br /> g � approximately 23 ft.below ground surface. Groundwater was not observed during drilling or after <br /> 25 completion. <br /> Z <br /> The percolation test hole was backfilled with GENERAL NOTES: <br /> 0 0 on April 10,2020. <br /> M <br /> N JI <br /> � J <br /> � m <br /> Z J <br /> Z � <br /> U n <br /> W N 30- <br /> 0. <br /> 0a � <br /> J <br /> �r <br /> Z <br /> 0 <br /> 0 <br /> Q <br /> r Z <br /> N,Q PROJECT No.: PERCOLATION TEST HOLE LOG P-2 FIGURE <br /> m ^ 20210068.00lA <br /> I <br /> ("KL INF-HL OER DRAWN BY: D Hill Trucking A-2 <br /> Y Bright People.Right Solutions. CHECKED BY: 28850 S Tracy Blvd <br /> LLTracy,California <br /> DATE: <br /> z - PAGE: 1 Of 1 <br /> m <br />