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G. <br />1. <br />DOWNSLOPE DIKE WIDTH <br />If landslope is 3% or more, subtract rock layer width from <br />adsorption uddth to obtain minimum downslope dike toe <br />AT- ft - ML. ft» n feel <br />i. Enter table with landslope and imslope dik <br />Select dike multiplier of oQ <br />;e ratio. <br />e. Multiply dike multiplier by upslope mound height <br />to find upslope dike width: x 2La = y/7 feet <br />f. Add depth of clean sand for slope difference (2b) at <br />downslope edge, to tiie mound height at the upslope edge <br />of rock layer (2c) to find tlie downslope height; <br />ft +__!_ ft = M feet <br />g. Enter table with landslope and downslope dike ratio. <br />Select dike multiplier of &..A- 7 <br />h. Multiply dike multiplier by downslope mound height <br />to get downslope dike width: 4.^7 x = r2li^ feel <br />i. Compare the values of step G. 1 and Step G.21i Select tlie <br />greater of the two values as the downslope dike widtli; <br />____feet <br />K' <br />j. 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.2i); % <br />in ft + m ft + ?r ft = feet ^ <br />k. Total mound length is the sum of <br />upslope dike width (G.2e) plus rock layer <br />length (D.3) plus upslojK* dike width (G.2e); <br />)l) ft ft + }{ ^ ft = feel <br />UpilMt Width <br />JiLfttt <br />« V » Jl <br />UpflOM Wl)l« <br />—iSL utt <br />’ ■ ■ <br />■M <br />wicI mL u*- <br />pp* witfih <br />. f«»t <br />}:l 11 S:l M 7:1 <br />Upskipc <br />M tl 7:1 •;! <br />Aslope <br />0 ^0 4.0 SO ao 7.0 <br />1 417 S:ft 4^4 7M <br />2 119 4 3S 4 42 114 <br />1 3J0 454 SM 732 (144 <br />4 3 41 4 74 4IS 71W 9 72 <br />3 351 5tn 4 47 4 57 10.77 <br />4 3 44 5 74 7.14 9 34 12lf7 <br />7 350 S.54 7.49 I0J4 13.73 <br />• 39S VM •31 1154 1591 <br />9 411 9W not 1992 <br />__10 4J1 i^47;2 _____lOJ)_____ I5W 23JS <br />12 4f^ 7 49 175 0 21 41 4 1 75 <br />10 40 5.0 4.0 7.0 10 <br />2.91 3 45 4.74 5.44 4 54 7 41 <br />2 41 3.70 4.54 5.34 414 4 90 <br />2.75 3 57 4.35 5 « 5 79 4.45 <br />2.44 3 45 4.17 4S4 5.44 404 <br />241 331 400 4.42 5.19 571 <br />2M 3 23 3 45 4.41 4.93 5.41 <br />2 44 3 12 3.70 4 2.1 4 70 5.13 <br />242 3 in yS7 4 IK 4 49 4M <br />234 194^ 3.45 390 4 JO 4 45 <br />. 131 /"2I14> 3 33 3.75 4.12 444 <br />124 ^174 3/1 341 3 95 4J4 <br />121 170 3.12 3 49 3 m 400