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! • i - <br /> Figure 3. Hydrograph <br /> rm 6 2 ami rndi 7rnG2 -6l a� S9 TN NQ MQ 9 4 O oo C <br /> 5 5 5 9 QI7 0 <br /> LL Q LL Q LL Q LL n -s 7 ❑ ❑ <br /> -1500 - <br /> -2000 - <br /> Approximate <br /> 1500-2000Approximate elevation of top of <br /> screen for monitor wells MW-6 <br /> through MW-8 Well screen interval <br /> for MW-6 through MW-8 is <br /> -2500 approximately 45 to 65 feet bgs A <br /> Q <br /> r+ <br /> nx <br /> 7 <br /> d <br /> W -30 <br /> L <br /> 3 <br /> 3 <br /> 0 <br /> L <br /> (9 -35 00 <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 /> approximately 50 to 70 feet bgs <br /> -4000 <br /> 0 MW-1 --D—MW-2 MW-3 x MW-4 -MW-5 - MW-6 <br /> +MW-7 MW-8 MW-9 MW-10 — _MW-11 MW-12D <br /> -4500 - <br /> Date <br /> 4500Date <br /> CANEPA'S CAR WASH <br /> PACIFIC AVENUE <br /> PROJECT NO 1707 1707 Data 2nd-03{Hydrograph} <br />