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A'BLR-5
<br /> ANALYT.IGAL- RESULTS OF,HISTORICAL GROUND WATER'SAMRLES: .,
<br /> Gew' eke4.Land Development and°'Ma�ketmg i , u
<br /> 16 South`Cherokee,Lane.-Lddi, California`s
<br /> g/1) �• ,' _
<br />'fit. -'^ ! i, Y F .` } T '- � • ' L ., - L !' r - 1. '
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<br /> �' -�"7�V�Vl } A..� y"�R�i�° B �W'�. ��'..•"'� _f �g- '� g �'•¢` ���F
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<br /> I; ID � Cas�11x1e { Beene ;
<br /> EW-1 5 7 91 40,400 NA 2,700 110 1,900' .6;800
<br /> 5=20-91 ':., .. 7,200 NA 24. 240 i,200.
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<br /> -'1-24-92 8;900 -NA -450 10 86 -471
<br /> 12-31-92 70 _ NA -1.4 03' 2.3 33
<br /> 4-9-93' 2,700 NA -90 4.5 86 . 150 , J
<br /> x'6'30-93 140 ' NA 2.1' 3.4 <0.3 3
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<br /> 9-27-93 -, '2,206 INA 1,360 <0:5 76 190
<br /> 12-27-93` 810 NA 37 -0.74: 4.7 19 r
<br /> ° 3-28-94 5,400. NA 5:6. - 3.6 100 520
<br /> 6=21-94' '660 NA ,Q.95 2.5 - 55 29 w
<br />'
<br /> 8-3 1 94*' 5,500 NA ; X0.5 ' 1.0 27� 150
<br /> 9-19-94 1,40Q. NA 3.7'n 2.0 .6.4
<br /> 29
<br /> r 10-17-94* 1,700 . NA 1:6' 9.6 9.2 `41'
<br /> 12-7-94*"t 720 - NA 2:2 1.8 4,1 29'
<br /> 12-19-94' 260 NA -' <05_ 1.4 1.1 3.0-
<br /> 14
<br /> 610 NA 7.9` 2.3 4.6" 16
<br /> '2-21-95* -760 ,NA' 17 1.9 9.0 34.-
<br /> 3
<br /> 4.•
<br /> 3-f4-95" E 2;200 NA. 33 X0.5 2.6
<br /> '5-18.95* .. '530 NA 12 1.7 2.9'
<br /> I1'
<br />�r t 6-1'2-95 '470. Nr, NA` 6.2 1.0 - 1.2 4.8
<br /> 7-6-95* '-360 NA .-8.9 0.58 ' 1.4, 8.3
<br /> $,16-95* 270 NA 3.9
<br /> 9-12 95 180 SVA. 5.2 6.8, 1.8 11'
<br /> 10-3 95*;t,;` ,190 NA• 4:4 1.3. 0:87 3.1
<br /> l 1-7-95* 280 NA 6.4 0.72 .1.8 5.7
<br /> <12-11.95 160 NA, 3.6 1.0 1.4 1.8'
<br /> 2-29=96* 130 NA - 1.3 095 . ' .0.79 •2.8 _
<br />'
<br /> 3-18-96 <50 NA. <0 5: <0.5 <0.5 <0.5'
<br /> 4-25 96* `<50 NA �0 5 '0.5 <0.5' 0:85
<br /> - 5-23 96* ° ' . :<50' NA <0.5. <0.5 <0 5 [0.5
<br /> _61§-96" ;+, <50 _, NA .<0.5 <O.Sa <0.5
<br /> 7-17 96* a. <50 r NA <b.5 ;<4 5 5015,.,: 50.5 '
<br /> 1 s
<br /> 9.1.7 96, <50 NA <0:5 <0.5 <O.i 0.72
<br /> 12;17 96 <50;r. NA <0.5 .<0.5 <0.5; �0-5',
<br /> .3-18-97' <50' <5 0 <0.5' <0.5 <0,5, 0.84-
<br /> 3-10 98 110 <5 0 y <0.5• <0:5 6.0 6.2
<br />' 3-1'7 99 - <50 <5:0,': <0.5 <0.5 X0.5
<br /> <50, <5.0= :.<0 5 <0.5, <0 5 <0 5 4
<br /> 314=01 4 .<50 <5.0 -<0.5 0.89 <0.5i, <0:5-
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<br />' kzjO'•'rnicrograms per,liter,equivalent to parts per billion(ppb). t.
<br /> A
<br /> NA Not analyzed for this constituent. r
<br /> v " Wells.were not purgeo prior to collection of sample. _
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<br /> ! Advanced GeoEnvlronmental,Inc.
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