i
<br />c�
<br />O
<br />9
<br />U
<br />MW -9A
<br />TPHg 130
<br />B 083
<br />T <0 50
<br />E <O 50
<br />X <0 50
<br />MTBE <050
<br />TPHg 76,000
<br />B 2,300
<br />T 8 500
<br />E 3,000
<br />x 10,000
<br />MtEtE <500
<br />lik
<br />TPHg <50
<br />B <0 50
<br />T <0 50
<br />E <0 50
<br />X <0 50 '
<br />"E <0W
<br />MW -10A is
<br />TPHg <50
<br />B <0 50
<br />T <0 50
<br />E <0 50
<br />X <0 50
<br />MW <0 50
<br />MW -7A
<br />TPHg 4,300
<br />B 220
<br />T 57
<br />E 17
<br />X 1,000
<br />MtBE 1,000
<br />TPHg <50
<br />B <0 50
<br />T <0 50
<br />E <0 50
<br />X 061
<br />A#MF <0 50
<br />DMW-2
<br />HArfG W
<br />AY
<br />TPHg 220,00
<br />B 3,700
<br />T 11,000
<br />E 3,200
<br />X 97,000
<br />MtBE 97,000
<br />S®
<br />Mw1
<br />-aA
<br />AC
<br />PAVING
<br />C
<br />ACO asU-
<br />I3
<br />DMW-3
<br />EW -2 3,
<br />TPHg <50,OW
<br />B <500
<br />T <500
<br />E <500
<br />X <500
<br />MIKE 37,000
<br />QMW-A
<br />EW -1
<br />MW 4A MW A
<br />JLAN
<br />SLAND AC
<br />PAVING
<br />� '1
<br />BUILDING
<br />AC
<br />RC PAVING
<br />PAVING
<br />TPHg 87,000
<br />B <500
<br />T <5w
<br />E <500
<br />X 50,000
<br />MtBE 50.000
<br />TPHg 71
<br />B <0 50
<br />T <0 50
<br />E <0 50
<br />X <10
<br />MtBE 81
<br />131)
<br />TPNg <50
<br />B <050
<br />T <0 50
<br />E <0 50
<br />x <10
<br />MtBE <20
<br />TPHg 8,400
<br />B <50
<br />Tj <50
<br />X 580
<br />MtBE <20
<br />TPHg 6,300
<br />B <26 r
<br />T <25
<br />E 98
<br />x 26
<br />MtBE 280
<br />TPHg <50
<br />B <0 50
<br />T <0 50
<br />TPHg <50 E <150
<br />B <0 50 X MtBE 5
<br />T <0 50 1 15 `
<br />E <0 50
<br />X <0 50
<br />MtBE 3
<br />TPHg 50
<br />B <0 w
<br />T <0 50
<br />E <0 50
<br />X <0 50
<br />MtBE 52
<br />TPHg 120,000 TPHg <50,000
<br />00 B 1,300
<br />8 8,9
<br />T 3,800
<br />T 12,000 E 1,800
<br />E 3,800 X 5,900
<br />X 12,000 M1BE <500
<br />MtEIE 12OW
<br />TPHg 16,000
<br />B 430
<br />T 1,200
<br />E 540
<br />x 1,800
<br />MTBE 2200
<br />TPHg <50
<br />B <0 50
<br />T <0 50
<br />E <0 50
<br />MW -4
<br />TPHg <50
<br />B <0 50
<br />T <0 50
<br />E <050
<br />X <10
<br />MtBE <20
<br />TPHg 93
<br />B <0 W
<br />T <0 50 MW -11D
<br />E <0 W
<br />yME� AS ON X
<br /><10
<br />SE50ov PDOST MtBE 91 TPHg <50
<br />B <0 50
<br />MW -2 TPHg 65 T <050
<br />B <0 50 E <0 50
<br />T <050 X <10
<br />E <0 50 MtBE <20
<br />MW -813 ' X <10
<br />MtBE 76
<br />sum°
<br />TPHg 90
<br />8 <0 50
<br />MW -6D MW- T <0 50
<br />E <0 50
<br />x <ro
<br />9f]
<br />MW` -7D MtBE 99 .
<br />TPNg 550
<br />B 49
<br />T i5
<br />E <0 50
<br />X 35
<br />MTBE <2 0
<br />MW -12D
<br />TPHg 688
<br />TPHg 5,100 B <0 50
<br />8T <0 50
<br />350
<br />T 35 E <050
<br />E 150 X <10�
<br />x 98 MIBE 80
<br />MtBE <10 y� I
<br />TPHg <50
<br />®
<br />B <0 50
<br />T <0 50
<br />+
<br />E <0 50
<br />+
<br />X <10
<br />MtBE <20
<br />MW -11A
<br />OrB<
<br />0
<br />C
<br />ACO asU-
<br />I3
<br />DMW-3
<br />EW -2 3,
<br />TPHg <50,OW
<br />B <500
<br />T <500
<br />E <500
<br />X <500
<br />MIKE 37,000
<br />QMW-A
<br />EW -1
<br />MW 4A MW A
<br />JLAN
<br />SLAND AC
<br />PAVING
<br />� '1
<br />BUILDING
<br />AC
<br />RC PAVING
<br />PAVING
<br />TPHg 87,000
<br />B <500
<br />T <5w
<br />E <500
<br />X 50,000
<br />MtBE 50.000
<br />TPHg 71
<br />B <0 50
<br />T <0 50
<br />E <0 50
<br />X <10
<br />MtBE 81
<br />131)
<br />TPNg <50
<br />B <050
<br />T <0 50
<br />E <0 50
<br />x <10
<br />MtBE <20
<br />TPHg 8,400
<br />B <50
<br />Tj <50
<br />X 580
<br />MtBE <20
<br />TPHg 6,300
<br />B <26 r
<br />T <25
<br />E 98
<br />x 26
<br />MtBE 280
<br />TPHg <50
<br />B <0 50
<br />T <0 50
<br />TPHg <50 E <150
<br />B <0 50 X MtBE 5
<br />T <0 50 1 15 `
<br />E <0 50
<br />X <0 50
<br />MtBE 3
<br />TPHg 50
<br />B <0 w
<br />T <0 50
<br />E <0 50
<br />X <0 50
<br />MtBE 52
<br />TPHg 120,000 TPHg <50,000
<br />00 B 1,300
<br />8 8,9
<br />T 3,800
<br />T 12,000 E 1,800
<br />E 3,800 X 5,900
<br />X 12,000 M1BE <500
<br />MtEIE 12OW
<br />TPHg 16,000
<br />B 430
<br />T 1,200
<br />E 540
<br />x 1,800
<br />MTBE 2200
<br />TPHg <50
<br />B <0 50
<br />T <0 50
<br />E <0 50
<br />MW -4
<br />TPHg <50
<br />B <0 50
<br />T <0 50
<br />E <050
<br />X <10
<br />MtBE <20
<br />TPHg 93
<br />B <0 W
<br />T <0 50 MW -11D
<br />E <0 W
<br />yME� AS ON X
<br /><10
<br />SE50ov PDOST MtBE 91 TPHg <50
<br />B <0 50
<br />MW -2 TPHg 65 T <050
<br />B <0 50 E <0 50
<br />T <050 X <10
<br />E <0 50 MtBE <20
<br />MW -813 ' X <10
<br />MtBE 76
<br />sum°
<br />TPHg 90
<br />8 <0 50
<br />MW -6D MW- T <0 50
<br />E <0 50
<br />x <ro
<br />9f]
<br />MW` -7D MtBE 99 .
<br />TPNg 550
<br />B 49
<br />T i5
<br />E <0 50
<br />X 35
<br />MTBE <2 0
<br />MW -12D
<br />TPHg 688
<br />TPHg 5,100 B <0 50
<br />8T <0 50
<br />350
<br />T 35 E <050
<br />E 150 X <10�
<br />x 98 MIBE 80
<br />MtBE <10 y� I
<br />P
<br />REFERENCE THIS FIGURE IS BASED ON AN AERIAL SURVEY
<br />PROVIDED BY MORROW SURVEYING
<br />LEGEND
<br />TPHg <50
<br />®
<br />B <0 50
<br />T <0 50
<br />+
<br />E <0 50
<br />+
<br />X <10
<br />MtBE <20
<br />P
<br />REFERENCE THIS FIGURE IS BASED ON AN AERIAL SURVEY
<br />PROVIDED BY MORROW SURVEYING
<br />LEGEND
<br />®
<br />SOIL VAPOR EXTRACTION WELL
<br />SHALLOW GROUNDWATER MONITORING WELL
<br />+
<br />DEEP GROUNDWATER MONITORING WELL
<br />+
<br />GROUNDWATER EXTRACTION WELL
<br />CHEMICAL ANALYTICAL RESULTS
<br />ANALYTE
<br />TPHg 16,000
<br />B ND
<br />T ND CONCENTRATION (gg/L)
<br />E NO
<br />X ND
<br />MIKE ND
<br />ND NOT DETECTED AT OR ABOVE THE
<br />LABORATORY REPORTING LIMIT
<br />ANALYTES
<br />TPHg TOTAL PETROLEUM HYDROCARBONS
<br />AS GASOLINE
<br />B BENZENE
<br />T TOLUENE
<br />E ETHYLBENZENE
<br />X XYLENES
<br />MtBE METHYL TERTIARY BUTYL. ETHER
<br />0 60 120
<br />APPROXIMATE SCALE FEET
<br />DRAWN BY PR PREPARED BY PREPARED FOR.
<br />TPHg 990 AffaE <0 50 I FIGURE 3
<br />CHECKED KF AR STATION #4932
<br />TT <50 MW BA APPROVED CH FORMER
<br />E w DATE 9t18Jo3 TOS O STATION #4409 GROUNDWATER
<br />X 51 S E C a R a6 HARDING WAY CHE=MICAL CONCENTRATION MAP
<br />MtBE 580 JOB NO 7713P 54932 03
<br />ti 3017 KJLGORE ROAD SUITE 100 1502 NORTH ELDORADO STREET JULY 28 & 29, 2003
<br />CAD FILE MtBE DEEP RANCHO CORDOVA. CA 95670 STObKTON, CALIFORNIA
<br />� I
<br />
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