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Surface: 6" tall grassy vegetation <br />CL: Sandy CLAY: very dark grayish brown, moist, fine grained <br />sand, organics present <br />SC: Clayey SAND: yellowish brown, dry, very dense, fine <br />grained, moderately to strongly cemented, white striations, high <br />fines content <br />CL: Sandy CLAY: brown, very hard, dry, fine grained sand, <br />moderately to strongly cemented <br />SM: Silty SAND: brown, medium dense, slightly moist, fine <br />grained, moderately cemented <br />CL: Silty CLAY: brown, hard, dry, fine grained sand, <br />moderately to strongly cemented <br />>4.5 <br />>4.5 <br />>4.5 <br />4.5 <br />30, <br />50/ <br />2" <br />24, <br />50/ <br />6" <br />24 <br />35Depth, feet5 <br />10 <br />15 <br />20 Graphic LogSamples37.92074, -121.23921 <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-3 <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