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1V/1V/GV1G rrGL U�:14 rAA b1Ly4'G31Z4 UUUGLA� JUK��N YK1N'1' l�UU8 <br /> , _ �q r � <br /> 4• On slopes >1%, Downslope Serm Width equals greater of C.2 and C.3 = ��.Q ft <br /> %� On slopes <t%, Downslope Berm Width equals 0.5 X Absorption Bed Width + 5 feet <br /> ( 0.5X ft + Sft = ft <br /> 6• Choose C.4 or C.5 depending on slope: �so � ft <br /> N. Endslope Muttiplier (usually 4.Oy <br /> I. Ends(ope Width = fndslope Multiplrer (2.H) X System Height (2.A) (Minimum of 6 feet) <br /> ��� X �� � ft = ^ � ft <br /> J. System Width =The sum of the Upstope Width (2.C) + Downslope Width(2.G) <br /> ft + �`j",d it = �/��'� ft <br /> K. System Length =Sum of the Endslope Wrdrh (2.1) +Absorption Bed Length {1.F} + Endslope Width (2.1) <br /> .C� ft + /�5 -� ft + $•U ft = 9J. d it <br /> L. If using a registered product, enter the Component Length: ft ' <br /> M. tf using a registered product, enter the Component Width: - ft <br /> N. Number of Components per Row = 8ed Length (1.F) divided by Component Length (Z.L) (Round up} <br /> C� ft = ft = components/row <br /> 0. Number of Rows = 8ed Width (1.E)divided�y 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, Totvi Number of Components =Number of Components per Row X Number of Rows <br /> X = components <br /> � C�S � � l2�e � /� �1�S /p ` G� x 38 �1., <br /> �o F"� � T�/'�" y�.CZlV t? �c1� !��Q 1•� <br /> 1� � ��-��-�4 �f-�7"E ��l'/� r�T'� �'o ��/�� rE Sys�n� <br />