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MOORE & TABER NORTHERN CALIFORNIA <br /> CONSULTING EN,51NEERS AND GEOLOGISTS 378/149 <br /> TEST ESQ` BORING LOG <br /> TYPE 3' " Auger ELEVATION 30.8+ BORING NO 1 <br /> Bag 11P11 <br /> ;. SW Compact dark gray brown fine-coarse sand <br /> 11910 28 1.4 1 --Frontage roadway fill section <br /> S <br /> 5 <br /> 107 18 30 p.5 2 CL (Stiff) dark gray brown clayey silt <br /> 10 CL Stiff light brown very fine-fine sandy clay <br /> 3.7 105 20 21 1.4 3 <br /> Very dense light yellow brown slightly <br /> ML <br /> .� clayey, very fine sandy silt <br /> 3.9 111 18 150 1.4 1 4 1 15 <br /> No free groundwater encountered <br /> The boring logs show subsurface conditions <br /> at the dates and locations indicated, and <br /> i . it is not warranted that they are repre- <br /> sentative of subsurface conditions at other <br /> locations and times. <br /> Located 200-ft south of NW property corner <br /> U) <br /> W <br /> R <br /> U Ul <br /> (+ m <br /> b +J <br /> W <br /> I~ I~ 14 an <br /> 4-4 t3) "Z �w Ma l!� Z Z_ J If <br /> yW� 3 \ W 2 _ D <br /> OU N x: O g f` 00 <br /> _ <br /> a u�'i O a " Cn <br /> Q �`` www GBY Tc;Ir 2/7/79 <br /> ! _j <br /> Figure-1 <br /> Page 1 of 3 <br />