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- 5. QISTRiBUTION MEQ1A. REG[51'�RED TREATMENT FRODUCTS: CHAMBERSANE3 62FL�W <br /> A. Enter Qispersal Media; <br /> B, Enter the Component Length: �ft �nter the Component Width: �ft <br /> C. Number af Components per Row= Bed tength divided by Cornponent Length {Round up) <br /> t__.._J f t = � f t = ��camponents/row <br /> D. Actual Bed Length =Number of Camp�nents/raw X Component Len�th. <br /> ��companents X �r__�ft = ��ft <br /> E. Nurr�ber of Rows= Bed Width divided by Component Width (Round up} <br /> � f t ' [.� ft= �� rows Adjust widlh so this�s an whate number. <br /> F. Totat Number of Components= Number of Components per Row X Number of f2ows <br /> �___� X E_�� - �i�components <br /> 6. M�UND SIZtNG <br /> A. Caleutate Minimum Clean Sand Lift: 3 feet minus�epth ta Limiting Condition =Ctean 5and Lift <br /> 3•� ft • 1•2 ft = 1.8 ft Design Sand Lift(optional): ��ft <br /> B. Cakulate Upstope I�ei�#�t: Ctean Sand Lift +media depth +cover(1 ft.� = Upstope� Heigttt <br /> 1•8 ft + 0.5 ft * 1.0 ft= 3.3 ft <br /> C. Setect Upslope Berm Multiptier(based an land slope}: 3.45 <br /> Land Slope 96 0 1 2 '' 3 �► 5 6 7 8 9 It} 11 22 <br /> Upslope Berr» 3:1 3.E?0 2.91 2.83 Z.75 2.68 Z.61 �,54 2,�g 2.42 2.36 2.31 2.26 2.22 <br /> Rat'ro 4:1 4.00 3,$S ���tt 3.5? 3'.4� 3.3� 3.23 3.12 3_03 2.94 �.f36 �.78 �.70 <br /> D. Catcutate Upstope Berm Width: Multiplier X Upstape N�und Height =Upsfnpe Berrn Width <br /> 3.45 ft X 3.3 ft = 12.(} ft <br /> E. Calcutate Clrap in Elevation Under Bed: Bed Width X Land Stape � 1fXt=[lrop (ft) <br /> �0.0 ft X 6.0 � : t00= 0.64 ft <br /> F. Calcutate Qawnsiope Mound Height: Upslope Height+ prop in Etevation = Downslope Height <br /> 3.3 ft + 0.60 �t = 3.9 ft <br /> G. Setect t3ownstope Berm Multiplier(based on land stape): 5.26 <br /> Land 5lo�e% Q ; 1 2 3 ' 4 5 fr 7< 8 9 It} Ii 12 <br /> Dnwnslope 3:2 3.d0 3.09 3.19 3.30 3.41 3.53 3.66 3.80 3.95 4.11 4.29 4.48 4.69 <br /> Berm Ratia 4.� 4.t7�f 4.2�" 4.35 �t,�4 4.76 S.flO 5.26 5.*�G 5.88 6a2S 6.67 7.14 7.69 <br /> H. Ca[cutate Downstape Berm Width: Muttiptier X Dowr�sEape Neight =aownsiope Berm Wid�h <br /> 5.�� x 3.9 fC = 2Q.7 ft <br /> I. Catculate Minimum Berm to Cover Absorption Qrea: Downslope Absarption Width + 4�e�t <br /> 16.t1 ft +C 4�ft = 20.0 ft <br /> J. Design Downstope Berm =�reater af 4Fi and 41: 21.0 ft <br /> K. Setett Endstope Berm Multipiier: 3.00 {u�ual(y 3.t1 ar 4:0) <br /> L. Calculate Endslope Berm X pownslope Mound Height = �ndslope Berm tiNidth <br /> 3.£�7 ft X 3.9 ft = 12.0 ft <br /> M. Catculate Maund Width: Upstope Berm Widt(�+ Bed Width+ E?ownstope Berm Width <br /> 'l2.0 ft + 1d.0 ft + 21.0 ft = 43.d it <br /> N. Catcutate Mound Length: Endslope Berm Width + Bed Len�th + Endslope Berm Width <br /> 12.� ft + 38.0 ft + 12.0 ft = 62.d it <br />