Laserfiche WebLink
Figure 3. Hydrograph <br /> m 2 v v us LO p N <br /> 6] O1 OS m ti c0 �j D7 g O o T- ON N p 4 4 <br /> d m c c �' c °, c 4 c o c Q b v <br /> LL LL Q LL Q LL Q � � O n Q <br /> -15.00 i <br /> f � <br /> -20.00 <br /> Ap roximate elevation of top of <br /> sci sen for monitor wells MW-6 <br /> thr ugh MW-8.Well screen interval <br /> for MW-6 through MW-8 is <br /> -25. roximately 45 to 65 feet bgs. <br /> d <br /> w <br /> C <br /> a <br /> m <br /> W <br /> L <br /> 3 <br /> M <br /> c <br /> 0 <br /> L <br /> Approximate elevation of top of screen for <br /> monitor wells MWA through MW-5.Well <br /> screen interval for MWA through MW-5 is <br /> -40.00 <br /> approximately 50 to 70 feet bgs. <br /> —+--MW-1 MW-2 MW-3 BMW-4 BMW-5 MW-6 <br /> +NIW-7 MW-8 MW-9 MW-10 --MW-11 MW-12D <br /> -45.00 <br /> Date <br /> CANEPA'8 CAR WASH <br /> PACIFIC AVENUE <br /> PROJECT NO. 1707 1707 Data 4th-03.xls(Hydrograph) <br />