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4• On stopes �1%, Downstope Berm Width equals greater of C.Z and C.3 = ��•�ft <br /> 5. On slopes <1%, Downslope Berm Width equals 0.5 X Absorption Bed Width + 5 feet <br /> ( 0.5X 12.0 ft + 5ft = 11.0 ft <br /> 6• Choose C.4 or C.5 depending on slope: 11 ft <br /> H. Ends(ope Multiplier (usualty 4.0) 4.00 <br /> I. Endsiope Width = Ends(ope Multip(ier (2.H)X System Height (2.A) (Minimum of 6 feet) <br /> � 4.00 X 2.0 ft = 8.0 �ft <br /> J. System Width =The sum of the Upsfope Width (2.C) + Downstope Width(2.G) <br /> 7.7 ft + 11.0 ft = 18.7�ft <br /> K. System Length = Sum of the Ends(ope Width (2.1) + qbsorption Bed Length {1.F) + Endslope Width (2.1) <br /> 8.0 � ft � 125.0 ft + 8.0 ft = 141.0 ft <br /> L. If using a registered product, enter the Camponent Length: ft <br /> M. If using a registered product, enter the Component Width: ft <br /> N. Number of Components per Row = 8ed length (1.F) divided by Component Length (2.L) (Round up) <br /> Cft : ft = components/row <br /> 0. Number of Rows = Bed Width (1.E} divided by Component Width (2.M) (Round up) <br /> Adjust Contour Loading Rate on Design Summary page until this number is a whole number <br /> ft : �_�� ft = rows <br /> p, Total Number of Components =Number of Components per Row X Number of Raws <br /> X �-_� _ � �components <br /> % \I <br />