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feet <br /> nce <br /> ber This rise is due to <br /> the piezometnc surface has risen by nearly 3 SslIr gradient and flow direction <br /> • seasonal increase in rainfall Figure 3 shows the present groundwater <br /> 4.0 CONCLUSIONS AND RECOMMENDATIONS <br /> d interval and more than 5 feet above the sand pack <br /> Goundwater is now 10 feet above the screene <br /> in the wells It is unlikely that groundwater will drop below the screened interval during 1996, sn <br /> fact, it will probably continue to rise for the next two quarters Therefore, it is unhkley that <br /> groundwater samples can be obtained for several more quarters The last time valid samples were <br /> collected was January 1995 <br /> with <br /> The groundwater gradient has remainedelconstant the plume of contarrunat d several groundwater <br /> generally to the south or southwest Based on Figure 3 <br /> probably extends off site onto the undeveloped property to the south <br /> In view of the present situation, quarterly mecomme dsll provide no useful that monitoring be discontinued unt 1 <br /> tion for the <br /> foreseeable future Therefore, Upgradient <br /> either several dry months have passed or until additional wells have been installed <br /> • <br /> • 3 <br /> I <br />