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Everett SD Community Resource Center B-1: Detention Pipe Calculations <br /> 6.0�4 0.071 0.927 0.211 0.000 <br /> G. 133 0.070 O.A27 0.217 �).000 <br /> fi.272 0.069 0. 433 0.222 �.000 <br /> G. 311 0.067 0.439 0.228 0.000 <br /> ti.400 0.066 0.445 0.233 0.000 <br /> n. 489 0.065 0.45] 0.238 0.000 <br /> 5. 579 0.063 0.457 0.242 0.000 <br /> 6.6F7 0.062 0. 462 0.247 0. 000 - <br /> 6. �56 0.060 0.468 0.25?. O. r,Gp <br /> 5.H44 0.058 0.473 0.256 0.000 <br /> b. 933 0.056 0. 478 0.761 O. u�'0 <br /> � .022 0.054 0.483 0.265 O. 00U <br /> 7 , 111 0.052 0.4B8 0.269 0.00� <br /> 7 .200 0.050 0. 492 0.273 O.n;;O <br /> 7 .789 0.047 0.497 0.277 O.OS�O <br /> 7 . 379 0.044 0.501 0.281 0.0'C' <br /> 7.467 0.041 O. SO4 0.265 O. f�10 <br /> �. 556 0.038 0.508 0.395 O.C�`�; <br /> .644 0.034 0.511 0."138 O.G_:� <br /> % . 733 0.030 0. 514 1.211 O.r'�; <br /> % . 922 0.029 0. 516 1.785 O. 00O <br /> 7 . 311 0.017 0. 518 2. 443 O.n:.0 <br /> �� .000 0.000 0. 519 3. 177 0.0�_0 <br /> �3 . 083 0.000 0.00� 3.979 G.00O <br /> rrame . Bas i n _ By�ass area as part of Basin q2, <br /> Bypass: ;ao identitied on Exhibit A-3 of Appendix <br /> GzoundWater: ?lo A. <br /> Pervious Land Use Acres � <br /> Impervious Land Use Acres <br /> DRIVEWAYS MUD 0.13 <br /> Element Flows To: <br /> Surface inkerflow Groundwater <br /> --- � - -- .._ --- ---- <br /> MITIGATED LAND USE -------- ...._-_ _ . . ..-_ . <br /> ANALYSIS AESULTS . <br /> Flow Frequency Return Periods for Predeveloped. POC 111 <br /> Return Perind Flow(cfs) <br /> 2 year 0. 309�87 <br /> 5 year O. Sd36; <br /> 10 year 0, 7q7927 <br /> 25 year 1. 05157, <br /> 50 year ] .32673 <br /> 100 year 1 . 6490H3 <br /> B-6 <br />