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SHED <br /> 1 (90.94) <br /> M: 5 �st.0 M:14 <br /> (91 12) <br /> HOUSE MW-9 <br /> (93.49) 91 5 <br /> SCHOOL MW-6 <br /> YARD i <br /> PUMPS (91.72) ❑ <br /> 9x <br /> / Mw—s <br /> Z � <br /> L'i (92 32) <br /> (92 11) bfFW—Z� Mw-1• Q <br /> (92.09) _ <br /> 5 <br /> /101 <br /> MAINTENANCE MW-7 9� <br /> GARAGE i <br /> TANK <br /> PIT <br /> MW-4 <br /> i MW-3 <br /> (92.78) i <br /> (92 83) <br /> SCHOOL <br /> YARD <br /> LEGEND <br /> i GROUNDWATER MONITORING WELL <br /> a WELL SCREENED DEEPER THAN OTHER MW'z <br /> (91 72) POTENTIOMETRIC SURFACE ELEVATION (FT ) <br /> POTENTIOMETRIC SURFACE CONTOUR, <br /> INTERVAL=0.5 FT. <br /> ^; ESTIMATED GROUNDWATER FLOW <br /> DIRECTION <br /> 0 FEET 40 <br /> SCALE <br /> ❑❑ POTENTIOMETRIC SURFACE MAP <br /> GROUNDWATER triol HALYARD DR J140 POTENTIOMETRIC <br /> TO ARBITRARY DATUM) <br /> �� TECHNOLOGY w AENTO, CA 95691 <br /> (9 16) <br /> 372—d7D0 JULY 29, 1992 <br /> CLIENT LOCATION REV NO DATE <br /> LAMMERSVILLE 16555 W VON SOST!`N RD <br /> SCHOOL DISTRICT TRACY, CALIFORNIA 1 $/10,92 <br /> PM I- PE/RG DESIGNED DETAILED ACAD FILE PROJECT NO FIGURE <br /> CR GWS POT72992 02320-2124 1 <br />