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P9E'TANK REPLACEMENT Site Assessment Results Report <br /> 4445 Pershing avenue, Stockton, CA <br /> Aegis Project No 89-014 B <br /> Page 5 ZNORTH B-5 � ~r <br /> NORTH <br /> B-1 <br /> CANOPY AND PUMP ISLANDS - SURFACE OUTLINE OF PROPOSED <br /> NEW TANK LOCATION <br /> 1 <br /> \\ O <br /> A I <br /> l 1 8-4 <br /> I 0 � 1 � � � � � � � o N� a ! B <br /> � NA � B-7 <br /> O � <br /> ( 0 N� <br /> O N C L <br /> L O N <br /> 3 M L O IN Al <br /> ( L Nq O L <br /> 0 � <br /> BOTTOM OF EXISTING TANK BASIN N0 4D i <br /> CL <br /> MOND / ML 0 NA / I <br /> mL 0 INAI <br /> 4o 7 Q____1 ,� I <br /> L <br /> 0 ,NA <br /> M� AV M<v s CLML <br /> \ / i <br /> i <br /> L <br /> � <br /> e <br /> EXPLANATION A'� <br /> M( Nq 40 <br /> %+tIf VERTICAL SCALE <br /> VERTICAL EXAGGERATION X2 <br /> 0 IND <br /> UNIFIED SOIL CLASSIFICATION <br /> 8 SYSTEM (USCS) SUBSCRIPTS <br /> M( .q SOIL BORINGS ROTATED 30 DEGREES j <br /> ML= 51LT <br /> CL=CLAY <br /> PID READING IN PPM (PARTS PER MILLION <br /> TPH CONCENTRATION IN PPM Aegis Environmental Consultants <br /> 0 ND NA= NOT ANALYZED <br /> 11-�ND= NOT DETECTED CALE <br /> APPROVED By ORAWM WY C W_t� <br /> M S <br /> LISCS SUBSCRIPT DATE 11--13— 9 REVISED <br /> FENCE DIAGRAMS A—A' AND B—B' <br /> I <br /> DRAWING NUµbER <br /> 4445 p ASHING AVE, STOCKTON, CA FIGURE 3 <br /> i <br />