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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 <br />.. Distance (feet) <br />N25°E <br />22° <br />12 .. 9 6 3 <br />@ <br />- - ----=---- --- -N,-.-.N 1 <br />@ <br />Bottom of test pit @ 7 .25' <br />CORNERSTONE <br />EARTH GROUP <br />TP-4 <br />0 <br />0 <br />@ Gravelly Clay: Varigated dark brown <br />and yellow-brown, damp, loose, [fill] <br />@ Sandy Clay: Very dark gray-brown, <br />3 damp, firm, [residual soil] <br />@ Silty fine Sandstone: Olive, damp, <br />weak but locally strong, thin bedded <br />6 Notes: --C1) N1 = N5°W/34°SW: thin bedding J!! -N2 = N67°WNertical: joint set ~ -Q, <br />C1) <br />9 C <br />12 <br />15 Scale : 1" = 3' <br />Test Pit 4 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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