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E <br /> H <br /> QUI uality (90ntrol Inspection <br /> N5 I,E <br /> For: Mid-Valley Enginee Lng <br /> OG OF BORING - <br /> PROJECT: Hempstead Court - Tracy , CA BORING DATE: --- <br /> PROJECT NO: 1-88-004 SURFACE ELEVATION: Existing LOGGED BY: Hennings <br /> TYPE OF BORING: Auger DEPTH GROUNDWATER LEVEL: 48 Feet <br /> BORING NO: B-H-2 Location: Near the Corner of Durham Ferry and <br /> Koster Rd. - Trac CA <br /> �3 <br /> aai ti o E E m E E TYPICAL DESCRIPTIONS U y LABORATORY <br /> o m— yZ c7Cn _j� (D a: 'oo TESTS <br /> Oil Silty Clay to Fine Sandy Silts <br /> 10 CL Silty Clay <br /> • •M <br /> food <br /> 2 • ••• GM Silty Sandy Gravel <br /> food <br /> . ..• <br /> . ... <br /> .. 09 <br /> doff <br /> 3 doff <br /> CL Silty Clay <br /> •••• Silty Sandy Gravel <br /> odf•GM <br /> doff <br /> 4 ►. . Water Table 43 Feet <br /> *000 <br /> ••+• <br /> 5 <br /> ff f . <br /> food <br /> .• • <br /> Boring Terminated 55 Feet <br /> NOTES: 1. ■ - Depth of relatively undisturbed sample 2. Above boring depths are <br /> ® - Depth of undisturbed sample referenced to,existing ground <br /> ❑ - Depth of sample attempt with no recovery surface at time of drilling. <br /> ® - Depth of refusal — exceeds 100 blows <br />