Laserfiche WebLink
iA <br /> TABLES <br /> ANALYTICAL RESULTS OF GROUND WATER SAMPLES <br /> Geweke Lapid Development and Marketing . ' <br /> 1 b South Cherokee Lane, Lodi, California . <br /> iV <br /> ` Well 1 DDate TPH as ` Benzene Toluene 1~thyl Xylene <br /> Gasp benzene <br /> f <br /> f <br /> MW-7. <br /> -7-90 350: 3.T 0.60 0.9Q 7.3 <br /> "6-24-91 79 ND ND ND- ND <br />' <br /> i2-9-§i ND ND Nb ND; ND <br /> 3-26-92 "' ND ND ' ;. ND ND' ND, <br /> 6-29-92 .ND ND 0.40 •ND ND <br /> 10-1-92 ND. ND ND ND 'ND - <br />' n 12-31-92ND 0.50. 0:50 ND ND <br /> 4-9-93 ND . ,ND ND ND ND <br /> „ <br /> 9-27-93 ND ND• ND'- ND ND <br /> ' 1i-2 7-93 210 a ND ND ND, I.0 , <br />' 3-28-94 220 ND' ND' - 1.5 3.7 <br /> 6-21-94' 250 ND 0.76 1:5• - 2.7` <br /> 9-19-94 100 0.84 0.57 ND, ND <br /> 12=19-94 84 ND . _ 0.98 -. 0.75 ND <br /> 3-13-95 ND ND ND 5 ND ND �• <br /> 6-12-95 ND ND ND ND. ND <br /> ND, ND ND .083. 1.8 <br /> r A 1.2'11=95 ND ND ND ND ND : <br /> 3-18-96 53, ND' ND ND.. ND <br /> 6-I9-96 60 ND ND. r ND ND <br /> 9-17-96 150 ND ND ND' 0.55 <br /> MW-8' 7-7-90 000 140 55 "16Q '160 1 <br />' .6-24-91 140 '0.4- 0.64 1.1 15 . <br /> '12-9-91 ' ND ND ND ND ND _ <br /> 12-31-92 1,580- 55 i5 30, 15 <br /> 4=9-93 .•650. 4.8 ' 4.9.. 14• 30 <br /> I •, r• - <br /> 328-94 1, 200 2.9 0.59 7:9 17 <br /> 9-19-94 1,206 17.'. I'.4 21 71 <br /> , <br /> 12-19-94 360 6:5 1.9-' 11 42i <br /> i3-I3-95 770 :l 33 110 ; <br /> 6-12-95 ;830 7.5 1.7 27 . 75 <br /> 9-12-95 660 11 1.6. •27'. 50 <br /> 12-1.1-95 710 7.0 1.4 ' 30. 1 } 42 <br /> ,3-18=96' ,600 2.5 0:62 19 32 <br /> ' .. 6-19-96 1,860 9.1 2.!' 51 80 <br /> 9-17-96 680 73 2.! 31 37 <br /> MW-9 ' 7-7,-90' '2;300-. ' 140 92 190 710 <br /> " . <br /> 624-91 3,900 ,'300' -•190 - ,180 240 <br /> ' '12-9.91 "0.7 , <br /> _0.7 . ND ND 8 12• <br /> 12=31-92. 1,600 39 ;' ]0, 44' .46 <br /> 4-143 400 ' '5.81 3.9 13 23 ., <br /> �3-28-94 690 27 1.0 34 '22 <br /> 9-19-94 4 200 49 5 4° 130 200 <br /> '12-19-94 f 2,300 Y ' 38 2.3 160 200 <br /> 3-13-95 1,400 13 '` -.0.57 72.., 50. <br /> 6-12-95 fi20 4.5 1.2 ,27 29 <br /> 9-12-95 4,200 37 .3.2 250 270 <br /> 12-1 i-95." 1800 17 2.0 1 10 61 <br /> 3-18'96 330.. 1.9• ' ; ND 15 18 <br /> 6-19-96I1000 45'" 4.2 430 380 <br /> ' r 9=17-96 12 000 120 31 690 770 - <br /> ,, <br />