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Appendix E - Geology and Soils Geotechnical Supporting Information COMBINED
City of Pleasanton
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ITEM 5 EXHIBIT A
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Appendix E - Geology and Soils Geotechnical Supporting Information COMBINED
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15 12 <br />Distance (feet) <br />N20°E <br />• 9 6 <br />TP-5 <br />3 0 <br />=======:==::::::::::::=::::::===~========~rfo <br />-------------- <br />------------------ <br />------------------ <br />---- <br />Bottom of test pit@ 14.5' <br />CORNERSTONE <br />EARTH GROUP <br />3 <br />6_ -C1) <br />J!! -~ <br />0. <br />C1) <br />9 C <br />12 <br />15 <br />Silty Clay: Very dark gray-brown, <br />damp, very stiff, [residual soil] <br />Lean Clay: Medium brown, damp, <br />very stiff, [residual soil] <br />'1c' Sandy Lean Clay: Olive brown, damp, <br />~ very stiff, [old alluvium] <br />Test Pit 5 <br />Sandy Clay with Gravel: olive brown, <br />damp, very stiff, gravel is angular, shear <br />Siltstone: Olive brown, damp, weak, <br />pervasively fractured, thin bedded <br />Scale : 1" = 3' <br />Project Number <br />132-8-2 <br />Shriner-Lester Property <br />Pleasanton, CA <br />Figure Number <br />Date September 2014 Drawn By RRN
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