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Plate 8 - Post Lining Predicted Water Levels <br /> Calculated vs. Observed Head : Steady state <br /> i ■ Layer#1 <br /> j95%confidence interval <br /> 95%interval <br /> 00 <br /> MW-11A <br /> Observed=46M.33 C.aladated a 46K64 <br /> r <br /> n <br /> m <br /> ro <br /> m <br /> m <br /> r� <br /> cu <br /> U <br /> m <br /> U <br /> r <br /> +- MW-41A <br /> Observed=4675.32 Calculated=4674,91 <br /> MW VA <br /> � Observed 4674.04 Calculated=4673.90 <br /> r; <br /> e- <br /> 4673,74 4675.74 4677-74 4679.74 4661.74 <br /> Observed Head(tt) <br /> Num.of Data Points:4 <br /> Max.Residual:-0.409(ft)at MW-VA Standard Error of the Estimate:0.191 (ft) <br /> Min.Residual:-0.143(ft)at MW-31A Root Mean Squared:0.333(ft) <br /> Residual Mean:0.039(ft) Normalized RMS:4.507(%) <br /> Abs.Residual Mean:0.315(ft) Correlation Coefficient:0.999 <br /> Two Rivers Barrier Wail Simulation <br /> Pond Constant Head 4675 <br /> Drawdown-Shadow/Mounding Simulations <br /> AWES,LL.0 Varra Companies <br /> Fort Collins,CO <br /> 970-590-3807 Pit 124 <br />