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z A (50 ,) <br /> A' <br /> 10 c (70 ') � 10 <br /> (10 ') _ (10 ) m a Legend: <br /> rn fm (30h ) 3 n <br /> Z g (101 ) Horizontal Offset From Section Line (if present) <br /> 2 Z n Z Railroad Z a NS -11 Location Identification <br /> 1L 51 D150 D501 MacSteel <br /> Water Level at Time of Drilling <br /> - - - - _ _ _ _ _ � � _ _ _ - - - - - - - - Sample Interval <br /> N \ - - - - - - - - - - - - - - - - - - - - - - - - - - Screened Interval <br /> Co <br /> a - 10 - - -- - 10 <br /> GEOLOGIC DESCRIPTIONS: <br /> ❑ SAND: Sands, ranging in color from brown to gray-green. <br /> Silly or clayey and very fine to medium-grained. <br /> Density ranging from loose to dense. <br /> c <br /> — o Coarse SAND and/or GRAVEL: Sands or gravels, ranging in color <br /> -20 — -20 N ❑ from brown to gray-green, coarse to gravelly. <br /> m Density ranging from loose to dense. <br /> a <br /> ❑ SILTS and CLAYS: Silts or clays, ranging in color from brown to black, <br /> sandy silts and clays, to clayey silts or silty clays. and clays. <br /> Density ranging from soft to stiff. Considered an aquitard. <br /> N <br /> O <br /> N _ -30 <br /> N 30 <br /> J <br /> J NOTE: <br /> CO <br /> Information shown on this cross-Section was obtained during the <br /> L \ LL <br /> d <br /> Vertical Groundwater Investigation in 2008. <br /> c _ c <br /> o ° <br /> -` <br /> W -40 - -- - 40 w <br /> E E <br /> 0 <br /> ° _ <br /> 0 ---- a <br /> Qa ------ ----------------- <br /> o -50 50 <br /> N <br /> _ o <br /> N <br /> - -- - N <br /> -60 - -60 <br /> -- - - - _ _ _ Approximate Horizontal Scale in Feet <br /> - - 0 200 400 <br /> 0 10 20 <br /> Approximate Vertical Scale in Feet <br /> �o 70 Vertical Exaggeration x 20 <br /> Geologic Cross - Section A - At <br /> - - - - Revised Cleanup Plan <br /> 80 -80 NuStar Terminals Operating Partnership L. P. - Stockton Terminal <br /> ML Stockton, California <br /> Ash Creek Associates <br /> Project Number 1014 - 12 Figure <br /> AL <br /> A Dmz d Apex Ca p�, LLC APEX <br /> November 2012 <br />