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Attachment B <br />Table 2 <br />ProUCL Output <br />Waste Water Pollution Control Plant, Waste Water Treatment Wetland Project, City of San Leandro, San Leandro, California <br />377 <br />378 <br />379 <br />380 <br />381 <br />382 <br />383 <br />384 <br />385 <br />386 <br />387 <br />388 <br />389 <br />390 <br />391 <br />392 <br />393 <br />394 <br />395 <br />396 <br />397 <br />398 <br />399 <br />400 <br />401 <br />402 <br />403 <br />404 <br />405 <br />406 <br />407 <br />408 <br />409 <br />410 <br />411 <br />412 <br />413 <br />414 <br />415 <br />416 <br />417 <br />418 <br />419 <br />420 <br />421 <br />422 <br />423 <br />ABCDEFGHI JKL <br /> 1.171 1.124 <br /> 269.3 280.7 <br /> 140.6 134.9 <br /> 315.5 297.6 <br /> 109 <br /> 0.046 108.5 <br /> 390.2 392.3 <br /> 0.939 <br /> 0.00792 <br /> 0.111 <br /> 0.104 <br /> 3.807 5.27 <br /> 8.026 0.872 <br /> 365.1 390.9 <br /> 440.2 508.8 <br /> 643.4 <br /> 415.9 460 <br /> 415.3 499.8 <br /> 809.3 420.3 <br /> 498.6 581.5 <br /> 696.6 922.7 <br /> 417.5 <br /> 95% Approximate Gamma UCL <br />Assuming Gamma Distribution <br /> 95% Adjusted Gamma UCL <br />Data Not Lognormal at 10% Significance Level <br />Lilliefors Lognormal GOF Test <br />Data Not Lognormal at 10% Significance Level <br />Lognormal GOF Test <br />Shapiro Wilk Lognormal GOF TestShapiro Wilk Test Statistic <br />k star (bias corrected MLE) <br />Theta star (bias corrected MLE) <br />nu star (bias corrected) <br />k hat (MLE) <br />Theta hat (MLE) <br />nu hat (MLE) <br />MLE Mean (bias corrected) <br />Adjusted Level of Significance Adjusted Chi Square Value <br />Approximate Chi Square Value (0.05) <br />MLE Sd (bias corrected) <br />Gamma Statistics <br />The calculated UCLs are based on assumptions that the data were collected in a random and unbiased manner. <br />Please verify the data were collected from random locations. <br />If the data were collected using judgmental or other non-random methods, <br />95% Student's-t UCL <br />then contact a statistician to correctly calculate UCLs. <br />Note: Suggestions regarding the selection of a 95% UCL are provided to help the user to select the most appropriate 95% UCL. <br /> 95% CLT UCL <br /> 95% Standard Bootstrap UCL <br /> 95% Hall's Bootstrap UCL <br /> 95% BCA Bootstrap UCL <br /> 95% Bootstrap-t UCL <br /> 95% Percentile Bootstrap UCL <br /> 99% Chebyshev(Mean, Sd) UCL <br />Suggested UCL to Use <br /> 97.5% Chebyshev(Mean, Sd) UCL <br /> 90% Chebyshev(Mean, Sd) UCL 95% Chebyshev(Mean, Sd) UCL <br /> 95% H-UCL <br /> 95% Chebyshev (MVUE) UCL <br /> 99% Chebyshev (MVUE) UCL <br /> 90% Chebyshev (MVUE) UCL <br /> 97.5% Chebyshev (MVUE) UCL <br />Nonparametric Distribution Free UCLs <br />Nonparametric Distribution Free UCL Statistics <br />Data do not follow a Discernible Distribution <br />Data Not Lognormal at 10% Significance Level <br />Lognormal Statistics <br />10% Shapiro Wilk P Value <br />Lilliefors Test Statistic <br />10% Lilliefors Critical Value <br />Assuming Lognormal Distribution <br />Minimum of Logged Data Mean of logged Data <br />Maximum of Logged Data SD of logged Data <br />Page: 9 of 13 Terraphase Engineering Inc.