Laserfiche WebLink
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 />