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210. Simpk Ikf Y[Lt <br /> Na. uSCS E PID DLSCa1rTION CdSt. <br /> 32 f i. <br /> 34- <br /> 36- <br /> -5 <br /> 4 36 -5 - <br /> 38-39 SAND: brown grey, little silt, fine •` <br /> 38- <br /> .APS. grained, micaceous, wet <br /> 12 -5 <br /> 15 39.5-40 / D SAND/SILTY SAND: brown grey, fine grained <br /> SM <br /> S` - <br /> 40 IS 40-40.5 wet to saturated <br /> i <br /> lenses of SAND, SILTY SAND/SANDY SILT — I <br /> 42 -5 <br /> 41-42 = <br /> SILT: green grey, little clay, weakly = f <br /> 44 cemented, moist - <br /> ML <br /> 46 SANDY SILT: brown, fine grained, very - <br /> moist ; <br /> c SILTY CLAY/CLAYEY SILT: brown green, very <br /> - <br /> a moist to moist <br /> v <br /> 52 <br /> g <br /> r 54 <br /> F Total depth of boring 54 feet. <br /> 56PVC:'2 inch diameter, schedule 40 1 <br /> slot�ed 0.02 inch 54-34 feet I <br /> blank 34 Feet-surface <br /> 58 <br /> SAND #2/12 54-32 feet 1 <br /> Bentonite pellets 32-29 feet <br /> 60 Grout/cement 29 fee.-surface <br /> ' 62 <br /> L_ <br /> 64 <br /> } <br /> I.N. KLEINFELDER & ASSOCIATES <br /> UNOCAL/FAaFIC & ROBINHOOD PLATE <br /> GI011CHtiiLu l0"kw1^%1S •-A+111hAt$ nW%(. STOCKTON, CALIFORNIA <br /> PROJECT Ho. 24-2027-3 • LOG OF BORING NO. MW-5 <br />