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19-134(µg/I) <br /> B <br /> E <br /> 500 <br /> 890 <br /> UNNAMED DIRT ROAD T <50 <br /> X 240 <br /> v Gas <5000 <br /> 4 Kerosene 6000 <br /> I GATE _ Diesel <506 _ <br /> _ <br /> QPZ-3 T------- -------1\ Motor Oil <5000 QPZ-2 <br /> FORMER I <br /> •MC-BB REBOILER <br /> CONCRETE BASIN AND BERMS 19.132(µg/I) <br /> B-7 B <0.5 4MC-B7- <br /> 19-B1(R9/I) <br /> B <os <br /> PRODUCTION E 0.79 19-e4 I <br /> FLUID T <0.5 0 ' <br /> E <0.5 TANKS X 0.56 MC-132 <br /> T <0.5 <br /> Gas <50 -5; <br /> X 6.2 <br /> Gas <50 DRUM MC-B4 Kerosene 230 I M <br /> } <br /> Kerosene <50 19-B1 Diesel <71 <br /> Diesel <50 Motor Oil c710 <br /> Motor oil <soa •Mc-es pad ' FORMER SUM <br /> a t9-82 �tee�eta" I <br /> FORMER CONTACTOR `" •MC-133 <br /> TOWER FENCE <br /> CONTACTOR TOWER <br /> GAS I I <br /> SUPPLY <br /> LINES — — REBOILER <br /> 19-B3 <br /> I I B <0.5 I <br /> BURIED L _ _ ) E 1.5 <br /> ODORIZER T <0.5 <br /> i X 1.2 <br /> OGas <50 <br /> Kerosene 120 <br /> CONTROL B-6 Diesel <83 i <br /> BUILDING Motor Oil <8301 PZ-1 <br /> QPZ-4 <br /> EXPLANATION ESTIMATED DEPTH TO GROUNDWATER: 6'-8' bgs <br /> B-5 O PROPOSED SOIL BORING LOCATIONS <br /> MC-82 • PREVIOUS SOIL BORING(TES 1993)- <br /> DATA SUMMARIZED IN TABLE 4� <br /> 19-B2 lj� PREVIOUS SOIL BORING/ ebb <br /> GROUNDWATER GRAB SAMPLE(HLA 1997) <br /> bgs BELOW GROUND SURFACE <br /> N <br /> PZ-1 A PROPOSED PIEZOMETER LOCATIONS <br /> NOTE: Proposed offsite borings are not <br /> shown on figure and will be located <br /> after onsite work has been completed <br /> and groundwater Flow direction has <br /> been determined. 0 10 20 30 <br /> Figure 5C-Groundwater I <br /> Adapted from Harding Lawson Associates, Sample Locations SCALE IN FEET(APPROX.) <br /> Preliminary Environmental Assessment McMullin Dehydrator Station <br /> 139W2MTLM•Fg5 MWuMn.M>•1MM7•da CH2MHILL <br />