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QCI Quality 610ntrol Jnspection <br /> ,'0� <br /> N �E <br /> G X <br /> LOG OF BORING - <br /> PROJECT: Frank Bavaro Soil Suitability Study BORING DATE: 8/7/95 <br /> PROJECT NO: E-95-732 SURFACE ELEVATION: Unknown LOGGED BY: DC <br /> MS-95-31 <br /> TYPE OF BORING: DEPTH GROUNDWATER LEVEL: 40 ft <br /> BORING NO: Exploratory 1 <br /> C1.0to <br /> n m 3 E E 2 E a� E TYPICAL DESCRIPTIONS )c U a LABORATORY <br /> o M T J T 4) o O TESTS <br /> O m �Z (7N <br /> 5 SM Dark reddish gray , silty sand , subangula , <br /> moist . <br /> 10 SM Dark yellowish brown , silty sand w/ <br /> cemented silts , moist . <br /> 1 SP Brown , very fine sand , rounded , moist . <br /> 2C SW olive brown , well graded fine sand , moist . <br /> 2SW Olive brown , well graded fine sand , moist . <br /> VO ES: 1. ■ - Depth of relatively undisturbed sample 2. Above boring depths are <br /> ® - Depth of undisturbed sample referenced to existing ground <br /> I] - Depth of sample attempt with no recovery surface at time of drilling. <br /> A] - Depth of refusal — exceeds 100 blows <br />