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I <br /> SOUTHWEST <br /> !NORTHEAST <br /> PROPOSED <br /> MW-6 MW-1 ANGLED mW-5 MW-36 <br /> DESTROYED DESTROYED SOIL BORING <br /> 0 <br /> 4 C <br /> I I , <br /> C CSA (D -' - <br /> = EXISTING I 11 FORMER I _ � SILTY <br /> TANK I 1 TANK _ L SAND M <br /> BASIN BASIN <br /> M = r <br /> _ I (FILL) _ 10 <br /> 10 SILTY I 1 <br /> M SAND - 1 —.J� _ SILT <br /> 1Z ML <br /> CL1 CCLAY L =CL <br /> _ <br /> 20 <br /> 20 / 1 ` TD=20' CLAY M <br />' ML SILT - 1 <br /> 1 <br /> C� -- - � � SAND Sp <br /> SILTY SAND w <br /> 1� ` _ <br /> uj <br /> M <br />' 30 CL CLAY 30 <br /> O <br /> o _ SILTY SAND M m <br /> m -' CL4YEY 1 C SAND _ 1 <br /> z <br /> z -ML S T 1 40 <br /> 1 ' a <br /> TD-39'IL <br /> 1 q <br /> o TD-40' P <br /> SANG <br />' 1 <br /> 1 TPHg=ND <br /> B=ND <br /> 1 ' _ T-ND <br /> E=ND <br /> 1 _ 1 X=ND 50 <br />' 50 y - <br /> I <br /> - M <br /> SILTY SAND = <br /> I ' <br /> 60 <br />' 60 <br /> lI TD-61 5' <br />' 70 <br /> 70 <br />' 10 Fr FIGURE 5 <br /> GEOLOGIC CROSS SECTION B -- B' <br /> TPHg AS GASOETROLEUM HYDROCARBONS <br /> LEGEND <br /> B BENZENE BEACON STATION NO 696 <br />' ASPHALT AND AGGREGATE BASE T TOLUENE 20 Fr 2448 WEST KE 7LEMAN LANE <br /> M USCS SYM130L E ETHYLBENZENE <br /> APPROXIMATE CONTACT BETWEEN SOIL TYPES X XYLENES ! LOD!XYLENESCA. <br /> SCREENED INTERVAL ND NOT DETECTED OR BELOW METHOD O P�tOJECT NO DRAWN BY <br /> DETECTION LIMITS HORIZONTAL SCALE VERTICAL SCALE 40-93-916 I H S 17 93 <br /> FI NO PREPARED BY Delta <br /> TD TOTAL DEPTH SOIL SAMPLE ANALYTICAL RESULTS 193-916-6 REC Environmental <br /> IN PARTS PER MILLION ROASION NO 117EWED By ConsUltantt. Inc- <br />