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FLOW sAUPLE WELL <br /> FID �6. No, uscs DE7CN1►TtOM CONST. <br /> 0 <br /> -o <br /> .o <br /> 1 0. <br /> =o <br /> 311 <br /> a. <br /> a <br /> 2 7 �o 0 <br /> 0 9 29016 SP SAND: light brown, dry, fine grain, <br /> 6 poorly graded, medium dense <br /> 3 <br /> 4 5 <br /> 0 7 29017 SP/SM SAND: light brown, moist, well graded <br /> 6 to poor graded, predominantly <br /> 5 medium dense <br /> 6 5 <br /> 0 4 29018 CL CLAY: red-brown, wet, high plasticity,:: <br /> 3 firm <br /> 7 <br /> w <br /> w <br /> LL <br /> Z <br /> S 8 <br /> a 29019 CL CLAY: dark brown, wet, high plasticity... <br /> Lu <br /> 9 <br /> 10 <br /> 11 <br /> 12 <br /> 13 <br /> 14- 3 <br /> 4 29020 ML CLAYEY SILT: olive brown, wet, little <br /> 5 clay, low plasticity, stiff <br /> 15 <br /> Total depth of boring 15 feet. <br /> Logged by Randy Wheeler 11/4/88. <br /> 16 Depth to water measured 11/11/88. <br /> PLATE <br /> KLEIN FELDER LOG OF BORING NO. B-11/ <br /> WESTON RANCH MW-3 18 <br /> PROJECT NO. 24-2099-20 STOCKTON, CALIFORNIA <br />