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Everett SD Communi[y Resource Center B-1: Dete�tion Pipe Calcutations <br /> Basin q2 is identified on Exhibit A•3, <br /> Name . 8asin 2 <br /> aypass: wo the Developed Basin Map, located in <br /> Appendix A. <br /> GroundWater: No <br /> Pervious Land Use Acres <br /> C, Lawn, Mod 1.5 <br /> Impervious Land Use Acres <br /> SIDEWALKS MOD 0.08 <br /> PARKING MOD 1.2 <br /> Element Flows To: <br /> Surface Interfloa Gzoundwater <br /> Tank 2, Tank Z, <br /> Name . Tank 2 <br /> Tank Name: Tank 2 <br /> Dimensions <br /> Depth: 9ft , <br /> Tank Type : Circula� <br /> Diameter : 5 Yt . <br /> Lenqth : A50 f�. <br /> Discharge Structure <br /> Riser Height: 7, 5 f` . <br /> Riser Diameter: 1�1 in. <br /> Orifice 1 Diameter: 1 .� in. Elovation: ,. :�t . <br /> Orifice 1 Diameter: 2 . i in. Elevation: � f� . <br /> Element Flows To: <br /> Outlet 1 Outlet 2 <br /> Tank Hydraulic Table <br /> Staqa(tt) Area(accl Volumo(acr-It) Dschrq(cCs) tnfil[(cfs) <br /> 0 .000 (1.000 0. 0;10 0.000 O.�iCO <br /> o. os19 0.017 O. npi o.ot1 o.�'n��; <br /> 0. 178 0.024 0.003 0.016 O.C���,� <br /> 0. 2b7 0.030 0.005 � 0.07_0 O.OiiO <br /> 0. 356 0.034 0. 008 0.023 O.cC:� <br /> ��. »4q 0.038 0.011 0.025 O.00�) <br /> G. S33 0. 041 0.075 0.02� O.OG�', <br /> 0. G22 0.044 0.019 0.030 O.UCO <br /> u. 711 0.097 0.023 0.032 0. 00�� <br /> 0 . >300 0. 050 0. 027 O. C34 0.�;0:) <br /> 0. `-.F9 O. OSL O. I15.2 '1.036 O..�UI� <br /> B-4 <br />