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Figure 3. Hydrograph <br /> m m v v Ln to <br /> m G�7 Di Oi 07 M G O v Q CV OI <br /> C C C C C Q C Q V Q U <br /> lr Q Il Q U- LL Q Q C <br /> -15 DO <br /> A <br /> 1 <br /> -2D OD <br /> proximate elevation of top of <br /> Green for monitor wells MW-6 <br /> rough MW-8 Well screen interval <br /> for MW-6 through MW-8 is <br /> -25 00 ipproximately 45 to 65 feet hgs <br /> ar' W <br /> FV <br /> �yy <br /> •`Y <br /> w/ <br /> W <br /> W <br /> 3099 <br /> 3 <br /> a <br /> c <br /> O <br /> L7 - OD <br /> Approximate elevation of top of screen for <br /> monitor wells MW-1 through MW-5 Well <br /> screen interval for MW-1 through MW-5 is <br /> -4000 - <br /> approximately 50 to 70 feet Ings <br /> i <br /> -�--MW-1 MW-2 MW-3 -MW-4 - MW-5 -�D-MW-6 <br /> +MW-7 MW-8 MW-9 MW-10 - -MW-11 MW-12D <br /> -4500 <br /> Date <br /> CANEPA'S CAR WASH <br /> PACIFIC AVENUE <br /> PROJECT NO 1707 1707 Data 3rd-03 As(Hydrograph) <br /> I <br />