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Figure 3. Hydrograph <br /> M1 1 <br /> 7 It V Ln to SO W Co0 O r N N N M V L <br /> as I rn rn a� rn rn a? O c c� = Q a� 4 Q � Q 4 9 4 Q � Q � Q 9 <br /> i a, ai m 00 <br /> -1500 - <br /> -2000 - <br /> b <br /> 1500-2000 <br /> I <br /> Approximate elevation of top of screen <br /> for monitoring wells MW-6 through <br /> MW-8 Well screen interval for MW-6 <br /> through MW41 is approximately 45 to <br /> -2500 - 65 feet bgs <br /> a� <br /> w <br /> 0 <br /> .r <br /> ee <br /> i <br /> UI <br /> a <br /> v <br /> C <br /> (� <br /> -35 00 <br /> Approximate elevation of top of screen for <br /> monitoring wells MW-1 through MW-5 Well <br /> G screen interval for MWA through MW-5 is <br /> approximately 50 to 70 feet bgs <br />� <br /> -4000 <br /> I <br /> -�-MW-1 MW-2 - -MW-3 - MW-4 MW-5 MW-6 <br /> ---i—MW-7 MW-8 MW-9 MW-10 - -MW-11 MW-12D <br /> -4500 i <br /> Date <br /> P 11 000-01 707 Canepa117070 Groundwater MonitonnglReportslReports12005 QMR12005 2nd gtrrappendLx\Cl 1707 Data April 2005 As <br />