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Surface: 6" tall grassy vegetation <br />CL: Silty CLAY: very dark grayish brown, moist, with fine to <br />medium grained sand, organics present <br />CL: Sandy CLAY: yellowish brown, very hard, dry, fine to <br />medium grained sand, moderately cemented, white striations, <br />high sand content <br />slightly moist, increased sand content <br />dark yellowish brown, increased sand content <br />SC: Clayey SAND: dark yellowish brown, slightly moist, <br />medium dense, fine to medium grained, trace oxidation stains <br />CL: Silty CLAY: brown, very hard, slightly moist, trace fine to <br />medium grained sand <br />>4.5 <br />>4.5 <br />>4.5 <br />>4.5 <br />43, <br />50/ <br />2" <br />23, <br />50/ <br />5" <br />53 <br />40Depth, feet5 <br />10 <br />15 <br />20 Graphic LogSamples37.92079, -121.23947 <br />BSK Associates <br />700 22nd Street <br />Bakersfield, CA 93301 <br />Telephone: 661.327.0671 <br />Fax: 661.324.4218 <br />MATERIAL DESCRIPTION <br />Cascade BESS <br />E21-002-11B <br />2482 Carpenter Road, Stockton, CA <br />C. Goodwin <br />A. Terronez <br />Project Name: <br />Project Number: <br />Project Location: <br />Logged by: <br />Checked by:Liquid LimitIn-SituMoisture Content(%)% PassingNo. 200 SievePocket Penetro-meter, TSFSample NumberIn-Situ Dry Weight(pcf)Plasticity IndexPlastic LimitLocation: <br />Surface El.:22.0 <br />Drilling Equipment: <br />Drilling Method: <br />Drive Weight: <br />Hole Diameter: <br />Drop: <br />Remarks: <br />LOG OF BORING NO. B-2 <br />31.5 <br />2/1/21 <br />2/1/21 <br />2.4" inner diameter <br />1.4" inner diameter <br />CME 95 <br />Hollow Stem Auger <br />140 pounds <br />6 inches <br />30 inches <br />Borings backfilled with neat cement and soil cuttings <br />Completion Depth: <br />Date Started: <br />Date Completed: <br />California Sampler: <br />SPT Sampler:PenetrationBlows / FootGEO_TARGET BORING LOGS.GPJ GEOTECHNICAL 08.GDT 2/26/21