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Attachment 4 - Stormwater Managment Plan
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Log in to see the plans as drawn(e] SQIDEP Evaluation SPEL Basin, Sippy Downs TN transformed - Results Box Plot Descriptive Statistics Multiplier. 2.2] Shapiro-Wilk Test in out in out in out Mean -0.17461 -0.47054 Min 0 0 W-stat 0.965171 0.910285 Standard 0.097522 0.07825 Q1-Min 0.60206 0.30103 p-value 0.729681 0.101154 Median —_-0.1549_-0.39794 Med-Q1 | 0.243038 0.30103 alpha 0.05 0.05 Mode -0.1549 -0.39794 Q3-Med 0.30103 0 normal yes yes Standard 0.402093 0.322631 Max-Q3 0.330993 0.511883 Sample V 0.161679 0.104091 Mean 0.825388 0.529461 d'Agostino-Pearson Kurtosis -0.21441 -0.31649 Skewness -0.24342 -0.32029 Min -1 -1 DA-stat 0.218801 0.390662 Range 1.477121 1.113943 Qi -0.39794 -0.69897 p-value 0.896371 0.822562 Maximum 0.477121 0.113943 Median -0.1549 -0.39794 alpha 0.05 0.05 Minimum -1 -1 Q3 0.146128 -0.39794) normal yes yes Sum -2.96841 -7.99917 Max 0.477121 0.113943 Count 7 7 Mean -0.17461 -0.47054 Geometri’ #NUM! ” #NUM! Harmonic” #NUM! 7 #NUM! Grand Min[___-4 AAD 0.302776 0.246774 MAD 0.243038 0.243038 Outliers None None QR 0.544068 0.30103 ix Lu | Sustainability 39 STORMWATER MANAGEMENT SOLUTIONS Workshop
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