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COS = Ana. SIN = OPP. <br /> 13YP. HYP. <br /> COS (60) = A / 23.09' SIN (60) = 20'/H <br /> A COS (60) 23.09 H = 20' f SIN(60) rxvreo <br /> A - 11.55' H = 23.09' 'Mr <br /> A <br /> s o` <br /> 20' 0 H <br /> 23.09" <br /> COS = ADJ. SIN = OPP. <br /> HYP. HYP. <br /> COS (60) = A / 23.09' SIN (60) = 20'/H <br /> A = COS (60) 23.09 H = 20' f SIN(60) E1NIA0 <br /> A = 11.55' H = 23.09' PROBE <br /> i �� <br /> -- A �__--- <br /> 60° <br /> f1 0 J5 H <br /> L 1 20' 1 ! 23.09" <br /> v- - - - - - - -V <br /> PROPOSED ANGLE SOIL PROBE BORINGS n,4dvqnced <br /> GREWAL'S MARKETGeoEnvironmental, Inc. <br /> at Nnrfhern Ceh%orois <br /> 3147 SOUTH EL DORADO STREET PROJECT NO. 0327 FILE:GREWALS <br /> STOCKTON, CALIFORNIA DATE: 29 APRIL 1997 DRAWN BY TC � <br />