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e TABLE2 _ • ANALYTICAL RESULTS OF GROUND WATER SAMPLES ' Chapin Bros , Inc - 1766 Monte Diablo Avenue, Stockton, California 641) ' a Well I D D to depth 1Q TMas l�au7&nts 1 olaens Sago '1 atal EDS 1,2ll0# 1 smied Water GaVDIMC benx=c xykmes I 14W-5 03-20-96 11171 2,900 115 1 7 22 18 NA '11A ' (6'-25') 06-26-96 1768 560 <0 3 13 44 41 NA NA 01-21-97 1688 I50 057 <0 5 18 21 NA NA 04-30-97 1438 73 <0 5 <0 5 <0 5, <0 5 NA NA 08-21-97 1577 720 <0 5 13 -2 0 30 NA NA I 12-04-97 16 19 1,000 <0 5 is 26 48 NA NA 03-31-98 1131 120 <0 5 <0 5 <0 5 065 NA NA{ 06-30-98 11 05 500 <0 5 090 <0 5 29 NA NA 09-30-98 1260 910 <0 5 11 <0 5 <0 S NA NA ' + 12-30-98 1262 <50 <0 5 <0 5 1 <05 <0 5 NA NA 03 30-99 1136 920 <0 5 16 18 27 NA NA 06-29-99. 1196 800 19 39 31 59 NA NA 10-06-99 1346 1,200 <0 5 094 <0 5 <0 5 NA NA ' 12-29-99 13 89 930 <0 5 <0 5 11 45 NA NA 04-07-00 1099 1,000 <0 5 12 <0 5 - 20 <1 0 07-31-00 1211 600 <0 5 <0 5 10 <0 5 <1 0 <1 0 11-02-00 13 55 600 <0 5 088 23 1 9 AIA NA ' MW-6 04-30-97 1321 <50 <0 5 <0 5 <0 5 <0 5 NA 'SIA (10'-30) 08-21-97 1390 <50 <0 5 <0 5 <0 5 <0 5 NA NA 12-04-97 14 39 <50 <0 5 <0 5 <0 5 <0 5 NA NA 03-31-98 950- <50 <0 5 <0 5 <0 5 <0 5 NA `NA 06-30-98 921 <50 <0 5 <0 5 <0 5 <0 5 NA NA lie 09-30-98 1067 <50 <0 5 <0 5 <0 5 <0 5 NA NA 12-30-98 10 81 <50 <0 5 <0 5 <0 5 <0 5 NA NA 03-30-99 952 <50 <0 5 <0 5 <0 5 <0 5 NA NA 10-06-99 1160 <50 <05 jr <0 5 <0 5 <0 5 NA NA 12-29-99 1205 <50 <0 5 <0 5 <0 5 <0 5 NA NA I ' 04-07-00 909 <50 <0 5 <0 5 <0 5 <0 5 <10 <1 0 07-31-00 1023 <50 <0 5 <0 5 <0 5 <0 5 -'10 <1 0 11-02-00 11 80 <50 <0 5 <0 5 <0 5 089 NA NA + MW-7 04-01-98 885 <50 <0 5 <0 5 <0 5 <0 5 NA' 'NA (5'-25') 06-30-98 908 <50 <0 5 <0 5 <05 <0 5 r NA ,^ NA 09-30-98 1073 <50 <0 5 <0 5 <0 5 <0 5 NA NA, t - 12-30-98 1064 <50 <0 5 <0 5 <0 5 <0 5 NA NA VE-1 06-29-99 11 55 1,100 92 33 16 29 NA NA (5'-20') 10-06-99 13 05 10,000 780 89 360 1,200 NA NA ' 12-29-99 1339 11,000 1,200 62 600 2,300 NA NA 04-07-00 1038 1,700 58 16 58 70 <1 0 <1 0, 07-31-00 1148 2,100 160 10 140 220 <10 <10 , 11-02-00 1291 2,000 152 13 140 230 NA NA VE-3 01-12-95 2128 58,000 13,000 7,000 1,100 7,100 NA NA (ASO-2) 12-04-97 15 45 5,400 120 93 ISO 760 NA NA VF-6 12-30-98 1135 3,200 510 24 330 350 NA NA (5'-25') 03-30-99 1014 4,800 200 14 290 450 NA` NA 10-06-99 1221 9,000 1,700 28 960 290 NA NA 12-29-99 1266 12,000 2,400 49 1,400 400 NA NA 04-07-00 965 10,000 1,800 32 830 390 <5 0 <5 0 07-31-00 1022 9,600 1,200 33, 580 260 <5 0 <10 ' 11-02-00 1198 8,700 1,400 42 520 150 NA NA ' Advanced GeaRnvwoniuental,Inc , y