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G. DOWNSLOPE PWTDTH <br />1. If landslope isISV Fromore, subtract rock la)-er %vidth from <br />adsorption width to obtain minimum downslope dike toe <br />;;.7 ft-)_ft=)_feet <br />2. Calculate NUnimum mound size based on geometery: <br />a. Determine depth of clean sand fill at upslope edge of rock <br />layer: Separation )--D feet <br />b. Multiply rock layer width by landslope <br />to determine drop in elevation; <br />Slope Difference Separatist <br />c x _510 + 100 = _S� feet Uje,epe Width <br />c. Add depth of clean sand for separation (2a) - 0 fef1 <br />at upslope edge, depth of rock layer 0 foot) to depth of <br />cover 0 foot) to find the mound height at the upblope edge <br />of rock layer; <br />1•u ft+lh+lft= 3.0 feet <br />d. Enter table with landslope and upslope dike ratio. <br />Select dike multiplier of 3.3 3 <br />e. Multiply dike multiplier by upslope mound height <br />to find upslope dike width: x = �ci_ feet <br />f. Add depth of dean sand for slope difference (2b) at <br />downslope edge, to the mound height at the upslope edge <br />of rock layer (20 to find the downslope height; <br />-r,o ft + . :r ft = feet <br />g. Enter table with landslope and downslope dike ratio. <br />Select dike multiplier of <'. L) <br />h. Multiply dike multiplier by downslope mound height <br />to get downslope dike width: ? C x -<.0 = IK _ feet <br />L Compare the values of step G.1 and Step G.2h Select the <br />greater of the two values as the downslope dike width; <br />I (k-1 feet <br />} Total mound width is the sum of <br />upslope dike (G.2e) width plus rock <br />layer width (D.2) plus <br />downslope dike width(G.20; <br />)o ft+ 10 ft+ i K ft= _feet <br />k. Total mound length is the gum of <br />upslope dike width (G.2e) plus rock layer <br />length (D.3) plus upslope dike width (G.2e); <br />ft+ /—k ft+/_ft= a r_feet <br />t� -t- LOW -� I = /07 <br />1 f••6- Cove r---- <br />1 T••t R• •• <br />I root <br />Slope Differs •eI <br />ROct Bad Width <br />�:. D feet 00 w11410 1 We1aI% <br />Ifft <br />v= W1at. <br />feel .�. �. <br />�K • veno Z1i;> <br />1.._ la�rr Tar <br />ugliest MItU ... U .•a 1.111• <br />s 1LZ let, flet <br />0 <br />~ 08.04iloo W111111 <br />d feet <br />/1114 <br />Totallan11tn <br />it <br />41 <br />MD Opt <br />3.1 <br />6 7 <br />111 <br />11 <br />41 <br />f1 p' <br />61 <br />7t <br />/f <br />a r.pa <br />0 <br />)D <br />6-0 <br />SO <br />6-0 <br />%0 <br />17 <br />6-0 <br />f0 <br />6-0 <br />70 <br />ID <br />1 <br />I p <br />417 <br />136 <br />611 <br />%33 <br />Ott <br />)AS <br />4116 <br />S Y <br />W <br />741 <br />111 <br />41f <br />3.56 <br />410 <br />6-1& <br />20 <br />777 <br />434 <br />S.316 <br />6t4 <br />41100 <br />3 <br />130 <br />LSO <br />1111 <br />732 <br />6-666 <br />L75 <br />337 <br />431 <br />Sa <br />579 <br />646 <br />4 <br />344 <br />L76 <br />61S <br />710 <br />O7 <br />266 <br />341 <br />417 <br />684 <br />166 <br />611111f <br />311 <br />LW <br />167 <br />137 <br />1077 <br />:U <br />133 <br />4 W <br />t4i <br />!10 <br />S.l <br />6 <br />)6-6 <br />LA <br />7.14 <br />011 <br />1203 <br />LU <br />3D <br />1116 <br />441 <br />407 <br />S41 <br />7 <br />3663 <br />S36 <br />%M <br />1514 <br />13J7 <br />:Y <br />312 <br />1" <br />a� <br />6-A <br />S -I3 <br />• <br />It5 <br />31 <br />611 <br />1134 <br />1S-11 <br />:12 <br />IO <br />437 <br />411 <br />4M <br />4r <br />0 <br />411 <br />12S <br />O Do <br />"at <br />1107 <br />736 <br />2K <br />)6-S <br />3 . <br />l3D <br />4 AS <br />10 <br />4a <br />toldo <br />1 1111 <br />2113 <br />231 <br />LIS <br />3U <br />17S <br />41I <br />466 <br />I I <br />4 Y <br />7.14 <br />11.11 <br />17AS <br />1: U <br />L26 <br />L1 <br />)p <br />161 <br />1 IS <br />4 26 <br />17 <br />441 <br />'M <br />12.50 <br />a U <br />1173 <br />2:1 <br />277 <br />! f2 <br />440 <br />110 <br />4D11 <br />