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1 <br /> PRE-YANK REPLACEMENT Site Assessment Results Report <br /> 4445 Pershing Avenue, Stockton, CA <br /> Aegis Project No 89-016 <br /> Page 5 i <br /> NORTH B-5 <br /> NORTH <br /> B— 1 I <br /> CANOPY AND PUMP ISLANDS SURFACE OUTLINE OF PROPOSED 4 <br /> NEW TANK LOCATION —� { <br /> I 1 <br /> 0 N <br /> C <br /> B-12 <br /> O / � O N EV <br /> 1 f <br /> t , B-2 / NA <br /> � L B'i <br /> C <br /> 1 <br /> / I 1 0 N /ON L <br /> L O N <br /> II <br /> —3 N� M L 4 O :N A <br /> I J M4( Q 1I r <br /> 1 O / BOTTOM OF EXISTING TANK BASIN O D 0 N <br /> M / <br /> M � � O NACL <br /> ii <br /> M E l 0 A <br /> L <br /> 110 7 0 1 <br /> H / <br /> M< 4 \ L <br /> 7g � O NA E <br /> O <br /> EXPLANATION <br /> /Va 1 / E <br /> VERTICAL SCALE: 3"=5 �N <br /> VERTICAL EXAGGERATION X2 0 <br /> M <br /> UNIFIED SOIL CLASSIFICATION <br /> k M 8 Nq SOIL BORINGS ROTATED 30 DEGREES SYSTEM (USCS) SUBSCRIPTS <br /> ! ML= SILTZzlz CL=CLAY <br /> � PID READING IN PPM (PARTS PER MILLION <br /> TPH CONCENTRATION IN PPM <br /> � Aegis EnvironmentalConsultants <br /> O ND NA= NOT ANALYZED <br /> I <br /> M �ND= NOT DETECTED sCAL[ s A••Roveaer �A�N� CI�f� <br /> USCS SUBSCRIPT 11--13-89 R[Vt3[O <br /> FENCE DIAGRAMS A—A' AND B—B' <br /> DRAWING NvwaEFI <br /> 4445 p RSHING AVE, STOCKTON, CA FIGURE 3 <br />