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5 <br /> Locking steel shroud <br /> Well cap <br /> Concrete pad <br /> a� a` <br /> 0 ground surface <br /> a o <br /> WPortland cement <br /> w <br /> ILL <br /> w -5 <br /> U — <br /> ILL — 4' blank PVC casing <br /> Z) <br /> CO <br /> -10 <br /> Q <br /> Z — <br /> O <br /> 0 <br /> -15 <br /> O <br /> J Hydrated bentonite seal <br /> w <br /> a CO <br /> 3 = — Filter Pack <br /> o -20 <br /> IL <br /> w <br /> w o <br /> o <br /> m <br /> N = <br /> W = <br /> -25 = 0.010' Slotted <br /> LL - 4' PVC casing <br /> w <br /> N <br /> J = <br /> 0 = <br /> S = <br /> ¢ _ <br /> W =_ <br /> 7i = <br /> O <br /> a <br /> a -30 <br /> o <br /> L <br /> s <br /> o — <br /> W <br /> N <br /> w <br /> v PVC cap <br /> < -35 FIGURE <br /> a <br /> � IIIIII � IIIIII <br /> m <br /> w_ <br /> x <br /> ® Aboveground Monitoring Well <br /> Construction Diagram <br /> C A M B R I A <br />