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0 <br />2 <br />4- <br />I <br />14 <br />1.H. KLEINFELDER &ASSOCIATES LOG OF BORING NO. � `' PLATE <br />GEOTECHNICAL CONSULTANTS . M UM14LS TESTING <br />VI <br />nO(111i /'T AI!` <br />t. <br />MO <br />Dry Density <br />Ib/1113 <br />ContenIf11Wt! <br />% <br />Blow/ Sample <br />Ft. No. <br />USCS <br />DESCRIPTION <br />CL <br />Brown Silty Fine Sandy Clay. <br />Brown Slightly Clayey Very Fine Sandy Si <br />NIL <br />Tan -Grey Sandy Silt with Gravel. <br />NIL <br />BORING TE144IMTED AT 15 -FOOT DEPTH. <br />NOTES: <br />1. Boring drilled on 2-22-85. <br />2. No free groundwater encountered. <br />I <br />I <br />it <br />3. No caving noted. <br />1.H. KLEINFELDER &ASSOCIATES LOG OF BORING NO. � `' PLATE <br />GEOTECHNICAL CONSULTANTS . M UM14LS TESTING <br />VI <br />nO(111i /'T AI!` <br />t. <br />