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U.-WVV1VbLAJVJ! Ulric: VVIUlll <br />I. if landslope is 3% or imorr, tubtratt rrick layer width Rorer <br />adsorption width to obtain minimum downslope dike toe for <br />absorption: <br />-LL--7-fl- lo_ft=—L�—feet <br />2. <br />Calculate minimum nmund site based an goometery: <br />a. Determine depth of dean sand fill at upelope edge of rock <br />layer; Sega llm I. o feet <br />b. Multiply rock layer width by landslope to determine drop <br />In elevation; Slope Diffmw <br />-.&— x —Jff_% + 100 • feet <br />c. Add depth of dean surd depth of clean sand fat <br />mparation at upelope edge CW to depth of rock layer to <br />rock depth and the depth of cover to find the total mound <br />height at upslope edge of rock layer; <br />•'� ft + 1 ft + ] ft w S- O feet <br />d. Enter table on page bottom with IwWslope and upslope <br />dike ratio. Select dike multiplier of <br />e. Multiply dike multiplier by upslope mound height <br />to get upslope dike width: • o x 3_.:* a 1.Q_Eed <br />f. Add the depth of slope differente (2b) to the upslope <br />height to get the downslope height <br />g. Enter table on page boitcxn with landslope and <br />downslope dike ratio. <br />Select dike multiplier of S. ,zL i.. <br />h. Multiply dike multiplier by downslope mound height <br />to get downslope dike width: 3 ,. f _ x .� • _feet <br />I. Compare the values of step G.1 and Step G.2 -h. Select the <br />gr>eattr of the two values as the downslope dike width; <br />fWWI <br />J. Total mound width is the sum of upslope dike <br />width plus rock layer width plus dov mslope <br />dike width; <br />_J-" it -f It I. 1`t It - _East IA's <br />k. Total mound length is the sum of upslope <br />dike width plus rock layer length plus <br />upslope dike width,- <br />-f <br />idth;-f I_ ft + _ ft • -.fff,l _ feet <br />W 1 lA5 - 71/ <br />J <br />i <br />., <br />uI"Wmm <br />•� <br />a, <br />., <br />>H <br />al <br />vki <br />(t <br />0 <br />11 <br />l0 <br />a/ <br />of <br />7./ <br />>10 <br />141 <br />141 <br />a/ <br />t• <br />41.t' <br />I <br />110 <br />417 <br />its <br />ata <br />7R <br />201 <br />80470 <br />tea <br />ala <br />111 <br />IA <br />sal <br />!31 <br />as <br />am <br />34 <br />In <br />N/N <br />Ile <br />4114 <br />$No <br />7 <br />131 <br />4A <br />IN <br />11-M <br />IN <br />1.7; <br />117 <br />ax <br />VIN <br />In <br />to <br />Nw <br />an <br />ant <br />is <br />to <br />Le <br />1d <br />♦ <br />u1 <br />UI <br />41o1 <br />41I <br />IV <br />14177 <br />1.41/ <br />4 <br />to <br />sn <br />I71 <br />1A <br />t10431 <br />3411 <br />111 <br />7411 <br />T�—~-as►--lit'" <br />�Iw`"--r41_x"--n <br />» <br />1r <br />�2f <br />ate <br />/u <br />1 <br />1411 <br />sn <br />as <br />1131 <br />1191 <br />to <br />Is <br />W <br />44 <br />aM <br />1A <br />N <br />au <br />ar <br />41.141 <br />n <br />711 <br />s« <br />to <br />710 <br />419 <br />/ • <br />10 <br />tit <br />Le <br />log <br />is: <br />ns1 <br />sit <br />La <br />!b <br />its <br />els <br />IgM <br />11 <br />4.4 <br />7.14 <br />1111 <br />1?44 <br />an <br />3116 <br />to <br />Ls <br />)III <br />SNI <br />u <br />1j <br />I./a <br />1.0 <br />tIIQ <br />t1t1 <br />UA <br />I.s <br />1* <br />ars <br />is <br />1N <br />V <br />i <br />