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• SHED p� <br /> ,L O <br /> MAW-5 ' MW-10 <br /> HOUSE �� 9 <br /> (92.19) <br /> scFlooL <br /> YARD <br /> 0 <br /> Pumps--," <br /> UMPS (92.63) ❑ '9'� <br /> MW-6 <br /> • <br /> (93.01) <br /> (92.7'1) MW-20 � �y <br /> Mw-1• cb <br /> � (97.86) 3: .00 <br /> MAINTENANCE MAW-7 / <br /> GARAGE • <br /> (93.41) <br /> MAW-4._ —T —1 <br /> • <br /> WW-3 <br /> (93.55) <br /> NA <br /> SCHOOL <br /> YARD <br /> LEGEND <br /> • GROUNDWATER MONITORING WELL <br /> WELL SCREENED DEEPER THAN OTHER MW's <br /> (91.72) POTENTIOMETRIC SURFACE ELEVATION (FT.) <br /> r ` POTENTIOMETRIC SURFACE CONTOURi <br /> INTERVAL=0.3 FT. <br /> ^� ESTIMATED GROUNDWATER FLOW <br /> DIRECTION <br /> 0 FEET 40 <br /> NA WELL NOT ACCESSABLE <br /> SCALE <br /> GROUNDWATER 1401 HALYARD DR J140 POTENTIOMETRIC SURFACE MAP <br /> W SACRAIENTO, CA 95691 (RELATIVE TO ARBITRARY DATUM) <br /> ❑❑ TECHNOLOGY (916) 372-4700 OCTOBER 7, 1992 <br /> CLIENT, LOCATION REV, NO.s DATE: <br /> LAMMERSVILLE 16555 W. VON SOST£N RD. <br /> SCHOOL DISTRICT TRACY. CALIFORNIA 1 11/11/92I <br /> 1/11/92 <br /> PM PE RG DESIGNED DETAILED ACAD FILE PROJECT NO: FIGURE: <br /> ��t[ DRK POT72992 02320-2124 <br />