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+MW-1 1 <br /> -2.69 <br /> N -10 + MW-12 <br /> I + -2.40 -2.75 <br /> SCALE (ft) <br /> MW--9 <br /> —2.75 0 <br /> h <br /> T <br /> r'nmER usEo <br /> --[--l:-:^-j� <br /> € UlHb[ GLLM <br /> —3Q <br /> .94 <br /> OIL TANK sTORA-tus KF-1uuMW� <br /> ♦ -2.92� NA <br /> 4 <br /> PART . 7 .5! 7 <br /> nweo s <br /> to�E <br /> +RE MW- N ::: <br /> AUTO -27MW- KF-3 <br /> FORMNA <br /> pum +9K <br /> F-2 <br /> - NA II' <br /> EMtuL <br /> nuNos . ►IMS <br /> MW—B <br /> -3.10 W-6M- 98 <br /> ""odnuxrRr caua BOULEVARD <br /> MW-5 <br /> + —3.98 <br /> EXPLANATION n <br /> MONITORING WELL I I F-1 ■c>uoElrnu ��aED GFO <br /> --2.98 GROUNDWATER ELEVATION (FT, MSL) <br /> —3.00— GROUNDWATER ELEVATION CONTOUR (FT, MSL) RESTAURANTS y <br /> STEVEN E.Kflclii u' <br /> NA DATA NOT AVAILABLE - � <br /> APPROXIMATE GROUNDWATER FLOW DIRECTION; <br /> APPROXIMATE GRADIENT = 0.01 <br /> �P <br /> OF CAS 1� <br /> PREPARED BY FIGURE: <br /> Former Chevron Service Station 9-4054 GROUNDWATER ELEVATION <br /> RRM <br /> 2103 Country Club Boulevord CONTOUR MAP, FEBRUARY 10, 1998 1 <br /> Stockf on, California PROJECT: <br /> engineering contracting firm <br /> DAC04 <br />