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5. UISTRIBUTION 1NEDIA: EtEGfSTERED TitEATMENT PRODUCTS:CFIAMBERS AND EZFLOW <br /> A. Enter Di5�r5a1 Media: <br /> 8. Enter the tomponent Length: C�ft Enter the Component VYidth: �it <br /> t. Number of Components per Row=Bed Ltmgth divi�d by Component Lengtfi(Rouad up) <br /> � ft + C] ft= �components/row <br /> D. Actual 8ed Length�Number af Components/row X Component Length: <br /> �camponents X �f[ _ �ii <br /> E. Number of Rows�Bed Width divided by Component Width(Round up1 <br /> � ft+ � ft� �rows ad/ust width so thts Is an whole number. <br /> F. Tatal Number ot Contiponents=Number of Ccxnponents per Row X Number of Rows <br /> � X � s �C�m���J <br /> i� {.�.�.J <br /> 6. MOUNQ SIZING <br /> A. Calculate Minimum Ctean Sand Lift:3 feet minus Depth to Umtting ConditSan =Glean Sand Lift <br /> 3.0 ft - 1.7 ft = 1.3 ft Design Sand Lift(optio�al): �tt <br /> 8. Caltulate Upstope Height:Clean Sand Uft +media depth+cover{1 ft.)=Upstope Height <br /> t.3 ft + 1.0 tt + 1.0 ft= 3.3 ft <br /> C. Select Upslope eerm Multlptier{based on land stope): Z.31 <br /> Land 51ope 96 0 1 2 3 4 S 6 7 8 9 IO 11 12 <br /> Upslope Berm 3'1 3.00 2.91 2.83 2.75 2.66 Z62 2.54 2.48 2.42 2.36 2.31 2.26 2.21 <br /> iistfo 4:1 4.00 3.85 3.70 3S7 3.45 3.33 3.23 3.22 3.03 2.94 2.86 2.78 2J0 <br /> D. Cakulate Upslope 8ecm Width:Mu[tiplkr X Upstope Mound Hefght =Upstope Berm Width <br /> 2.31 ft X 3.3 ft � 7.7 (t <br /> E. Calculate Drop in Elevation Under Bed: Bed Width X Land Slope f 10Q=Drop(ft) <br /> 50.0 ft X 10.0 � + 100= 1.00 h <br /> F. Cakulate Downslope Mn�d Height:Upstope Height+Orop in£tevatbn =Downslope Height <br /> 3.3 ft + 1.00 ft = 4.3 ft <br /> G. Seiect Downslope Berm Multiplier(based on laad slope): 6.67 <br /> Land Slo 'K 0 1 2 3 4 5 6 7 8 9 10 li 12 <br /> Downsiope 3:2 3.� 3.09 3.19 3.30 3.4i 3.53 3.66 3.80 3.95 4.11 4.29 4.48 4.69 <br /> 8erm tiatlo 4:1 4.00 4.iT 4.35 4.54 4.76 5.00 5.26 SS6 5.88 6.25 6.67 7.24 7.69 <br /> ti. Catwlate Downslope Berm Wtdth:Multiplier X Downstope tkight =Downslope Berm Width <br /> 6.67 x 4.3 it = 28.9 �t <br /> i. Cakutate Minimum 8erm to Cover Absarptbn Area:Dawnstope Absorptbn Wtdth*4 feet <br /> 15.0 ft +�J ft = 20.0 ft <br /> J. Design Dovmslape 8erm C greater af 4H and 41: 28.9 ft <br /> K. Selett Endslope Berm Multlptkr: 3.00 (usucffy�.0 or 4.0) <br /> l. Calculate Endslope Berm X Qow�slope Moumd Hei�t ■Endslope Bertn Width <br /> 3.OQ ft X 4.3 ft � 13.0 ft <br /> M.Cslculate Mound Width: Upslope Berm Witlth+Bed Width«pownslope Berm Width <br /> 7.7 tt + 10.0 ft + 28.9 ft = 46.6 ft <br /> N. Wtcutate Mound Length:Endstope Berm Width +Bed Length +Endslope Berm Width <br /> 13.Q ft + 63.0 ft + 13.0 ft = 89.Q ft <br />