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N' <br /> o Date Begin-End: 4/10/2020 Drilling Company: V&W Drilling PERCOLATION TEST HOLE LOGP-1 <br /> Logged By: M.Porter Drill Crew: Frank/Anthony <br /> r <br /> M 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 /> FIELD EXPLORATION LABORATORY RESULTS <br /> e <br /> g c o x.2 <br /> 0 0 _ ' � o o 5 <br /> w _ J Q C) <br /> �a N <br /> Qf <br /> O w rN o <br /> m (NO Q .@ n' Y <br /> m VZ og oCLn n�mO NN � N 2U � Eo 0 m <br /> o c� Lithologic Description cn z 101 mo Q? n U) U o a a n? <br /> Silty SAND with Gravel(SM) <br /> Sandy Lean CLAY(CL) <br /> 5 Silty SAND(SM) <br /> The percolation test hole was terminated at GROUNDWATER LEVEL INFORMATION: <br /> approximately 6.5 ft.below ground surface. Groundwater was not observed during drilling or after <br /> The percolation test hole was backfilled with completion. <br /> GENERAL NOTES: <br /> cement/bentonite grout on April 10,2020. <br /> 10 <br /> p 15 <br /> 0 <br /> 0 <br /> Cn <br /> F <br /> J <br /> W <br /> U <br /> LL <br /> 20- <br /> 0 <br /> L7 <br /> J <br /> J <br /> O <br /> H <br /> a <br /> a 'n <br /> w <br /> o <br /> a 25 <br /> m z <br /> 0 it <br /> o O <br /> N ml <br /> J <br /> ui <br /> Dm <br /> 2 J <br /> Z <br /> U N <br /> W N <br /> p }' <br /> a <br /> m <br /> z <br /> c� <br /> 0 <br /> a <br /> 0 <br /> PROJECT No. PERCOLATION TEST HOLE LOG P-1 FIGURE <br /> ^ 20210068.001A <br /> m Y <br /> ("KL <br /> _ E/NFEL DER DRAWN BY GG A-3 <br /> . a Bright People.Right Solutions. D Hill Trucking <br /> w CHECKED BY JW 28850 S Tracy Blvd <br /> LL Tracy,California <br /> z z DATE: 4/24/2020 <br /> PAGE: 1 of 1 <br /> m rn <br />