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<br />LEGEND :: <br /> <br />~ <br /> <br />r>>l <br />~ <br /> <br />rB <br />I <br />P <br /> <br />6/12 <br /> <br />( <br /> <br />Fill; sands and clay, loose, low to moderately plastic, moist, brown to <br />black with pieces of wood and orqanic materials. <br /> <br />Clay; slightly sandy to very sandy with occasional sand layers, soft to <br />stiff, very moist to wet, brown and ca'lcareous. <br /> <br />Sand and Cl ay; interbedded, fi ne to medi urn qra i ned, non to moderately <br />plastic, medium dense, moist to wet and brown. <br /> <br />Claystone bedrock; slightly sandy to sandy, medium hard to very hard, <br />moderately to highly plastic, moist, brown and 'iron oxide stained. <br /> <br />Dl"ive Sample, 2 inch 1.0., Californie 'liner sample. <br /> <br />Drive sample blow count. Indicates thai: 6 blows of a 140 pound hammer fallin <br />3D inches were needed to drive the sampler 12 inches. <br /> <br />-1l.. Q~pth to water level and number of days after dJrillinq measurement was taken. <br /> <br />NOTES: <br /> <br />1. Test holes were drilled on April 14, 1986 with a 4-inch diameter continuous <br />flight power auger. <br /> <br />2. Locations of test holes were measured approximately by pacinq from features <br />shown on the site plan provided. <br /> <br />3. Elevations of test holes were ,not measured and logs of test holes are <br />drawn to depth. <br /> <br />\ <br /> <br />GROUND ENGINEERING <br />CONSULTANTS, INC. <br /> <br />Leqend and Notes <br />Job No. 815-191 Figure 3 <br /> <br />9 <br />