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MOKELUMNE AQUEDUCT <br /> (PIPELINES) <br /> LZI <br /> - EXPLANATION: <br /> SFPP PIPELINE 1.55 SHALLOW GROUNDWATER MONITOR WELL <br /> BH 2 -� DEEPER GROUNDWATER MONITOR WELL <br /> LOW AREA x FORMER +M-1 GROUNDWATER EXTRACTION WELL <br /> BH-8 GROUNDWATER NM x� <br /> x TREATMENT (unable to c"�E /, DESTROYED SVE PILOT TEST WELL <br /> M-2 H-8 SYSTEM AREAaccess) x SLOUGH ROAD Y <br /> _ _ _ ` WHISKEY <br /> 3.26 N-21 � / gi DESTROYED SVE WELL <br /> FORMER SFPP PIPELINE / �� <br /> DESTROYED GROUNDWATER MONITOR WELL <br /> L $ <br /> OWAREA N-7 2.19 s� ``�.0 x FENCE <br /> RW-2 <br /> NOT USED IN CONTOURING,DEEPER WELL <br /> LOWA EA �. M-1-9.18 '8.0 <br /> HA-2 <br /> ® 2001 Source Area Investigations <br /> X01-22 op. V��S VEW-6 <br /> �J LOW / RW-IHand Auger Borings-Shallow <br /> AREACJ4 / /+ N-6 V�'4 Y *N-20 0 Direct Push Borings-Shallow <br /> !(7� Q7 / M-g' VEW-3 h VEW-B VEW-10 -10.22 <br /> 44 y Y / 4 Direct Push Borings-Deep <br /> Q AREA WITH VEW-1 + +. <br /> Q v STANDING BH-11 <br /> � HA-8 /WATER � yt¢ RW- /+X®-8 +/ FORMER i <br /> + + +/ SOIL NT 9�' (FEET ABOVE MEAN SEA LEVEL)RED GROUNDWATER ELEVATIONCONTOUR <br /> LOW 1 <br /> TREATMENT <br /> AREA 0-1 g VEW-7 / T AREA / GROUNDWATER ELEVATION <br /> / VEW-2 + N-24, 0.00 <br /> -9.5 + 10 15 (FEET ABOVE MEAN SEA LEVEL) <br /> N-16'/ -9.50/ -9.45 INFERRED GROUNDWATER <br /> FLOW DIRECTION <br /> 8111-13 —_ y / BH-12�/ NM NOT MEASURED N8 <br /> / <br /> 21- 8'75 NOTE: GROUNDWATER ELEVATION CONTOUR LINES f/ <br /> AGRICULTURAL FIELD INTERPRETED UTILIZING DATA FROM THE <br /> THE FINAL SITE CHARACTERIZATION REPORT <br /> t (CH2MHILL,2002). <br /> -\—ARCADY OIL COMPANY /k / 10.47 <br /> II MUD DISPOSAL SITE / M-8 N-19 <br /> If /+ *-9.61 <br /> ` *N-18 <br /> -9.70 <br /> u <br /> i0 100 200 <br /> I FENCE�I APPROXIMATE SCALE IN FEET <br /> I <br /> Figure 3 <br /> Groundwater Elevation Contour Map, <br /> March 5, 2014 <br /> Holt Release Site <br /> CH2MHILL <br /> WBG092412162737SCO Hult_Bmundwate�.,4.a1 gxv <br /> 4 <br />