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Appendix E - Geology and Soils Geotechnical Supporting Information COMBINED
City of Pleasanton
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2020 - PRESENT
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2025
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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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Distance (feet) <br />15 12 9 6 3 0 TP-2 <br />....____.___......__--============:::::=====~o <br />-.,,,,,,------------ <br />------- <br />------------- <br />------ <br />Bottom of test pit @ 15.5' <br />CORNERSTONE <br />EARTH GROUP <br />3 <br />6 --Cl) <br />.! -.c -C. <br />Cl) <br />9 C <br />12 <br />15 <br />16 <br />Silty Sandy Clay: Very dark gray- <br />brown, damp, stiff, [Colluvium] <br />Lean Clay with Sand: Dark olive <br />brown, damp, very stiff, trace course <br />sand, becoming moist below 8', <br />[Colluvium] <br />~ Lean Clay with Sand: Dark gray- <br />\!.9 brown, moist, very stiff, [Colluvium] <br />Test Pit 2 <br />Clayey fine Sand with gravel : <br />Varigated very dark gray-brown <br />and yellow-brown, very moist, firm, <br />[Colluvium] <br />Project Number <br />Scale: 1" = 3' <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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