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t. «w <br /> i <br /> r <br /> l� <br /> OVA stow! 34"PLE WILL <br /> FT. No. u3ca DESCRI►TION CONST, <br /> I Q <br /> Asphalt 2" - - - <br /> 2 <br /> g: La <br /> 4 '• b• <br /> 6 SAND: light brown, fine grain <br /> B <br /> !0 <br /> 21416 12- <br /> 14 - <br /> 16 <br /> ../� SP <br /> 18 - <br /> 20 <br /> 22 <br /> 24 Cuttings coming out of hole <br /> SAND: light brown, fine grain <br /> - <br /> 26 -- <br /> 28 <br /> J. <br /> 30 7/26/85 - <br /> a <br /> 32 = - <br /> GUILD WINERY <br /> J.hl. KLEINFELDER & ASSOCIATES r <br /> GEOTECHNICAL CONSULTANTS*MATERIALS TESTING _ LODI, CALIFORNIA �_� <br /> LAND AND WATER RESOURCES <br /> LOG OF BORING NO. MW-1 <br /> PROJECT NO, 24-2035-4 <br />