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CANTEEN CORPORATION, 1500 SHAY ROAD, STOCKTON, CA
<br /> RESULTS OF LABORATORY ANALYSIS Of SOIL SAMPLES TAKEN 2-1 4 2-2-1943
<br /> Analysis performed by Sherwood Labs, Hilmar, CA
<br /> TEST BENZENE TOLUENE ETHYL XYLENE ThP-G
<br /> BENZENE
<br /> Units ugtkg ug/kg ug/kg uglkg aglkg
<br /> Kethod EPA BD20 EPA B020 EPA 8020 EPA 8030 EPA 8015)4
<br /> SAMPLE ID
<br /> SB-1, 1I' NO-(3.0) 8.0-(3.0) NO-(3.0) ND-(3.01
<br /> SB-1, w ND-(3.0) 8.0-0.09 ND-13.01 ND-(3.0) ND-(1.0)
<br /> SB-1, 21' ND-(3.0) 7.0-(3,01 NO-i-s.01 0-(3.0) ND-(1.0)
<br /> SB-1, 26' NO-(3.0) 3.0-(3.0) ND-(3.0) NO-i3 O)
<br /> SB-1, 31' 5.5-13.0) 10.8-(3.0) ND-(3.0) 3.5-(3.01 0-t1.0)
<br /> SB-1, 36' 5.0-0.01 4.5-(3.01 1(D-13,0) ND-(3.0) ND-(1.01
<br /> SB-1, 41' 520-(3.01 L260-(3.0) 98-13.0) 180-(3.0) 36.6-11,01
<br /> 58-2, 11' ND-(3 0) 4.0-(3,00 0-93.0) ND-13.0) ND-(1.0)
<br /> 5B-2, 16 6- 3.0-(3.01 7.3-(3.0) ND-(3.0) 3 0-(3.0) 1,0-Q( 01
<br /> SS-2, 21' 100-(3.0) 5.0-0.01 24-(3.0) 1.6-{L.0)
<br /> SE-2, 26' 12.0-13.0) 25-(3.0) NO-13.01 22-13.01 1.0-(1.0)
<br /> SB-2, 31' 3.0-(3.01 3.0-(3.0) t3D-(3.0) 29-(3.0) 1.0-0.0)
<br /> Sm, 36' 200-0.0) 670-(3.0) 46-(3.4) 215-(3.01 7.9-13.0)
<br /> SB-2, 41' 1500-(3.0) 3100-(3.0) 190-(3.01 4lu-(3.0) 17.B-(3.0}
<br /> SB-2, 46' 1700-(3.0) 1850-(3.01 93-(3.0) 204-(3.0) 10.3-(1.0)
<br /> SB-2, 51' 470-(3.0) 450-(3.0) 23-(3.0) 52-(3.0) 3.2-(1.0)
<br /> SB-3, 1i' ND-{3.0) 7.0-(3.0) ND-(3.0) )1D-13.4) ND-(1.0i
<br /> S8-3, 16' 90-0.01 0-13.0) )1D-13.0) ND-(3.0) NO-(1.01
<br /> SB-3, 21' )1D-13.0) 3.0-(3.0) ND-(3.0} 3.0-(3.0) 1.0-11.0)
<br /> 58-3, 26' 29-(3.0) 6.0-(3.01 ND-(3.0) 19-13.0} 1.0-0.01
<br /> S8-31 31' 0-i3.0) 4.3-(3.0) ND-13.0) 3.0-(3.01 ND-(1.0)
<br /> SB-3, 36' 3.3-0.0) 3.9-0.01 NO-13.0) ND-(3.0) ND-t1.G)
<br /> SB-3, 41' 350-(3.0) 440-(3.0) 30-0.0) 68-(3.0) 3.9-0.0)
<br /> 813-3, 46' 1400•(3.01 1300-13.0) 62-(3.0) 120-(3.01 7.7-(1.01
<br /> S8-4, 11' ND-(3.0) NO-(3.01 ND-i3.0) ND-(3.0) ND-(1.0)
<br /> SB-41 16' ND-(3.0) ND-(3.01 ND-13.0) ND-(3.0) ND-(1.0)
<br /> SB-4, 2i' ND-iL O) 5.0-(3,0) ND-{3.0) HD-0.01 ND-11.0)
<br /> SB-4, 26' ND-(3.0) 3.0-(3.0) ND-(3,0) ND-(3.0) ND-(1.0)
<br /> SB-4, 31' NO-0.0) ND-t3.0) ND-13.0) NO-0.01 ND-(1.01
<br /> SB-4, 36' 9.3-(3.0) 5.0-13.0) 4.2-(3.01 ND-(3.0) L.0-0.01
<br /> SB-4, 41' 50-(3.0) 43-(3.0) 5.3-0,01 11-(3.0) 1 0-(1.D)
<br /> S8-4, 46' 1450-0.01 1750-(3.0) 110-(3.0) 230-(3.0) 15.9-(L,O)
<br /> 58-4, 47' 250-13.01 260-(3.0) 20-(3.0) 55-(3.0) 2.4-(1.0)
<br /> SB-5, 11' ND-13.01 ND-(3.0) N4-13.0) ND-(3.0) NO-(i 0)
<br /> SB-51 16' NO-(3.0) ND-(3.0) ND-(3.0) ND-(3.0)
<br /> SB-5, 21' ND-(3.0) ND-(3.0) RD-(3.0) ND-i3.0) ND-(1.0)
<br /> SD-51 26' NO.0,01 3.4-(3.0) ND-13.0) ND-(3.0) ND-(1.Or
<br /> SB-5, 31' NO-(3.0) 3.7-t3.0) ND-13.0) ND-0.0+ NO-{1.01
<br /> SB-5, 36' 22-(3.0) 8.0-(3,0) ND-(3.0) 3.6-(3.01 ND-(1.0)
<br /> ND - Not detected at reporting limit.
<br /> 13.0) - Reporting limit.
<br /> wM.J HUNTER $ASSOC. RESULTS OF LABORATORY ANALYZES OF SAMPLES TABLE V
<br /> 2220 LOMA VISTA DR. FROM SOIL BORINGS - 2/1 & 2/2/93
<br /> SACRAMENTO,CA 95825
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