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gr (10 ') N (160') g <br /> 10 (500 ) z z (30 ) m (10 ') M Q 10 Legend: <br /> U j NLO <br /> Q Tuck Rack ac >� IL U <br /> m o fV U N N o g 00 ') Horizontal Offset From Section Line (if present) <br /> ri N Y 0 3 Q Z tn = M O NS-12 Location Identification <br /> orate rn N a to 0 a Q <br /> 2407 3382 Z N Z <br /> Water Level at Time of Drilling <br /> 0 0 <br /> SZ <br /> sZ <br /> Sample Interval <br /> c I Screened Interval <br /> 0 <br /> N <br /> 00 -10 ----- - 10 0 <br /> a N <br /> 00 <br /> a GEOLOGIC DESCRIPTIONS: <br /> ❑ SAND: Sands, ranging in color from brown to gray-green. <br /> Silty or clayey and very fine to medium-grained. <br /> Density ranging from loose to dense. <br /> Coarse SAND-20 ---- - -20 ❑ from bro n to gray-green ,or dVEL: Sands or avels, ranging in color <br /> coarse to gravelly. <br /> Density ranging from loose to dense. <br /> ❑ SILTS and CLAYS: Silts or clays, ranging in color from brown to black, <br /> sandy silts and clays, to clayey sills or silly clays. and clays. <br /> Density ranging from soft to stiff. Considered an aquitard. <br /> -30 -30 _ <br /> J J <br /> U) U) NOTE: <br /> N <br /> Information shown on this cross-Section was obtained during the <br /> Nv LL Vertical Groundwater Investigation in 2008. <br /> U C <br /> _0 0 <br /> m ----- m <br /> LU -40 -40 w o <br /> a) ----- O N <br /> E E U <br /> X O <br /> O <br /> a a <br /> Q a <br /> -50 -50 <br /> -60 -60 <br /> -- - Approximate Horizontal Scale in Feet <br /> 0 200 400 <br /> ----------------- ----- <br /> 0 10 20 <br /> Approximate Vertical Scale in Feet <br /> N _70 -70 Vertical Exaggeration x 20 <br /> 0 <br /> C <br /> N Geologic Cross - Section B - B' <br /> --- Revised Cleanup Plan <br /> 80 -80 NuStar Terminals Operating Partnership L. P. - Stockton Terminal <br /> Stockton, California <br /> Ash Creek Associates :%, <br /> Project Number 1014 - 12 Figure <br /> A Dr, of Ape. Canpvi LLC APEX <br /> November 2012 4 <br />