|
• TABLE 5 •
<br /> Analytical Results of Groundwater Remediation Samples
<br /> TOP FILLING STATION
<br /> 101 South Wilson Way, Stockton, California
<br /> LD, S.WII,Dak TPKO BBOiene TOWene Ebenzene Xylenes MTBE RIPE TAME ETBE TBA
<br /> 111171" 89,000 11,000 8,800 8,100 16,000 7,100 <OS <0.5 <0.5 <5
<br /> 12/2901 MAN 2.700 12,000 1,100 10,300 7,00 07.5 <0.5 <0.5 <5
<br /> 0112005 26,000 2,100 8,000 990 6,700 3,600 <0.5 <0.5 <0.5 <s
<br /> 0212105 110,000 13,000 34,000 SAN 37,000 22,000 07.5 40.6 40.5 <s
<br /> 0310805 95,007 13,000 12000 1,800 11.000 21,000 07.5 <0.5 <0.5 <5
<br /> "10505 NAN 1,100 7,500 1,200 6,100 5,000 4.5 <0.5 <0.5 160
<br /> 0WNS MAN 6,100 9,800 1,700 10,300 B,WO <)A 40.5 <0.5 <5
<br /> moms 28,440 4,00 7,200 1,400 8,100 2,300 07.5 mDA m.5 6
<br /> 0711505 "AN S,too 6,500 220 10,300 3.100 4.5 <0A <115 <5
<br /> 0810105 21,000 2,800 3,400 1,200 6,640 1,700 07.5 m.5 40.5 <s
<br /> 0910705 MAN 16,000 14,000 2" 2,100 490 07.5 <0.5 <0.5 <5
<br /> 10110105 21,050 2,100 4,000 24 6,200 2,300 07.5 <O.s -0.6 6
<br /> 11107M5 MAN SAN 8,000 9" 8,900 2,400 4.5 0.5 0.5 <5
<br /> 120805 VAN 4,600 4,600 12 6,200 20 <1 <1 <I <I0
<br /> 0110108 39,000 ?too 13,000 1,300 10,300 310 <1 110 <I <10
<br /> W0706 37,000 3,100 8,900 160 7,600 310 <1 O 0 <10
<br /> 0311408 4,000 120 120 <OA 630 IAW <0.5 <0.5 <0.3 <5
<br /> "lolls 73,"04,500 3,900 440 6,107 1,907 -DA <0.5 <0.5 <5
<br /> 05112/6 S,SW 960 2,100 1,10 3,70 33 <0.5 <04 <0.5 GS
<br /> 0611206 16,000 2A0 2,00 27 4,600 SAW -DA In <0.5 45
<br /> 0711016 NAN 1,00 5,00 60 7,70 4.5 <GA 4 <0.5 <5
<br /> 08108106 18,000 2A00 4,000 14 0,40 <0.5 <0.5 <OA <0.5 <5
<br /> 0911816 3ID 075 <0.5 <0.5 WB 107 <05 <0.5 <0A <5
<br /> IOIt01s MAN 1,700 1,00 4.1 3,60 84 <0.5 4 <0.5 <5
<br /> 1111308 20.00 1,400 4Ao 430 SAN 90 <0.5 4 <0.5 e5
<br /> 12/111s 26,00 1,80 4,300 30 B,3W 30 <0.5 a <0.5 <5
<br /> 0111207 22,00 3100 3,100 1,100 6,40 13 <0.5 <0.5 <OA 46
<br /> 021"07 21,00 1,107 4,300 30 3,80 230 <0.5 10 <0.5 29
<br /> OL607 "Ass 690 21700 430 311" 1,20 <)A 41 40S 28
<br /> 041407 16,00 60 1,40 3" 2,00 830 X05 61 07.5 16
<br /> 0511&97 20,00 750 1,30 NO 2,810 40 07.5 43 07.5 26
<br /> 061IM7 21,06 10 10 1,10 2,30 170 07.5 1 <0.5 4
<br /> 0710907 26,00 80 1,20 240 1,90 160 <A 0 07.5 26
<br /> 0816107 32,00 1,20 3,000 430 3,90 280 <0.5 33 <0.5 25
<br /> 0910507 MAN 1,20 2,30 07 4 41900 250 <0.5 51 <DA 41
<br /> 10109107 MAN 2,100 1,60 60 3,100 270 <05 66 <0.5 <5
<br /> 11108107 0,00 IAN 2,60 8.6 40D 850 <0.5 20 <0.5 <5
<br /> 1905107 4,00 3,000 3.$0 20 4,00 90 <)A 380 <05 <5
<br /> .,lows 72,00 2.900 260 170 1110 2,100 <0.5 610 m.5 <5
<br /> 090708 4,00 1,700 1,107 52 200 LIDO <0.5 110 07.5 <5
<br /> 0Yo308 5L0o IAOo 1,700 41 3,700 130 Ws 170 <0.5 <5
<br /> ON15AS 12,00 1,300 1,107 6.3 2,700 330 4.5 1" <A <s
<br /> 611908 0,60 180 72 130 350 260 <0.5 33 <0.5 <3
<br /> 0811508 16A00 900 2.10 260 2,960 220 <0.5 0 <0.5 <5
<br /> 0912136 3200 9" IA0 120 11820 520 - - - <5
<br /> 102108 48,000 1,300 1,700 180 2300 70 <0.5 310 <0.5 <5
<br /> 1111008 18,00 40 40 48 1,310 10 07.5 13 07.5 <5
<br /> 1271109 18,00 20 30 22 60 20 07.5 40
<br /> 1012110 14.00 320 1,60 OO 2,30 of <OS 14
<br /> 11129110 1Aso <0.5 <0.5 <0.5 <08 14 4Z <OS <0.5 <5
<br /> 12121110 1 1,00 <01 <0.5 2.7 10 4 40.5 <0.5 40.5 <5
<br /> Advanced GeoEnvironmental,Inc.
<br />
|