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4 CONCRETE WHARF CONCr. cTE WHARF <br /> 12 . 0 FEET B508 - 1 10 . 75 FEET <br /> CANOPY <br /> GROUNDWATER S/ <br /> FLOW DIRECTION <br /> LEGEND : <br /> PROPOSED SOIL BORING <br /> ASPHALT CONCRETE NOTES : <br /> GROUNDWATER FLOW DIRECTION FROM <br /> PRC ( 1996 ; FIGURES 4 - 11 , 4 - 12 ). <br /> SILT BASIN <br /> BLDG , 508 <br /> B508 - 2 4" 0 DRAIN PIPE <br /> ----- OIL /WATER SEPARATOR <br /> 1 1 /2 " 0 <br /> WASTE OIL PIPE <br /> _ J � <br /> I <br /> I i <br /> I I 13508 - 4 8508 - 3� 40 40 SS <br /> WASTE - OIL TANK I DISCHARGE <br /> I I TO SS <br /> � J <br /> CONCRETE VAULT _ <br /> CLEANOUT <br /> 13508 - 6 � B508 - 5 <br /> SCALE: 1 IN . = 4 FT. <br /> 4 ' Q ' 4 ' 8 <br /> ASPHALT 4" o SS GRAPHIC SCALE <br /> SITE PLAN OF BUILDING 508 <br /> OIL/WATER SEPARATOR <br /> WITH PROPOSED BORING LOCATIONS AGS , Inc , <br /> NCTS STOCKTON <br /> SOURCE: NCS Stockton Basemap , WESTDIV Drawing No. 8 - 8202002 ; <br /> STOCKTON , CALIFORNIA <br /> NCS Stockton , Install Oil — Water Separator System at Bldg . 508 , <br /> NAVFAC Drawing No . 6255411 . JOB N0 . 950304P DATE 07 /99 FIGURE 5 <br /> 5 FT. + 13508 - 7 <br />