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G. MOUND SLOPE WIDTH & LENGTH Landslope > 1% slope <br /> (landslope greater than 1%) <br /> .,,t <br /> „,,5-„,i,,,,,2,„.14 <br /> r. over] <br /> W,A, 4 <br /> 1. Downslope absorption width = absorption width (F) ' ° =�a qee' � 4 ` <br /> s,s <br /> p 57* aoo ,� .v <br /> 6" <br /> Topsoil <br /> minus rock layer width (D2) rC• . nft t i arwjny��. u leans „. <br /> EZEINial <br /> Restricting Layer <br /> UpslopsWidth(G2d) Rock W;1h(D2) Downslgpe�Width(h2i) i <br /> 2. Calculate mound size wG4 <br /> UPSLOPE <br /> a. Depth of clean sand fill at upslope edge of Absorption Width-Sand(f) <br /> ft <br /> rock layer = 3 ft minus the distance to restricting layer (C1) 30f <br /> 3ft- , /4- ft = l,0 ft <br /> b. Mound height at the upslope edge of rock D-34: SLOPE MULTIPLIER TABLE <br /> layer = depth of clean sand for separation (G2a) Land UPSLOPE DOWNSLOPE <br /> Slope, multipliers for various multipliersfor various <br /> at upslope edge plus depth of rock layer (1 ft) in% slope ratios slope ratios <br /> plus depth of cover (1 ft) 3:1 4:1 5:1 6:1 7:1 8:1 3:1 4:1 5:1 6:1 7:1 <br /> Ia0 ft + 1ft + 1ft = 3.0 - ft 0 3.0 4.0 5.0 6.0 7.0 8.0 3.0 4.0 5.0 6.0 7.0 <br /> c. Upslope berm multiplier based on land slope 1 2.91 3.85 4.76 5.66 6.54 7.41 3.09 4.17 5.26 6.38 7.53 <br /> 3, )-4_ (see figure D-34) 2 2.83 3.70 4.54 5.36 6.14 6.90 3.19 4.35 5.56 6.82 8.14 <br /> 3 2.75 3.57 4.35 5.08 5.79 6.45 3.30 4.54 5.88 7.32 8.86 <br /> d. Upslope width = berm multiplier (G2c) times <br /> 4 2.68 3.45 4.17 4.84 5.46 6.06 3.41 4.76 6.25 7.89 9.72 <br /> upslope mound height (G2b): <br /> 5 2.61 3.33 4.00 4.62 5.19 5.71 3.53 5.00 6.67 8.57 10.77 <br /> 1 X ft = raj ft 6 2.54 3.23 3.85 4.41 4.93 5.41 3.66 5.26 7.14 9.38 12.07 <br /> DOWNSLOPE 7 2.48 3.1 3.70 4.23 4.70 5.13 3.80 CS:..0 7.69 10.34 13.73 <br /> e. Drop in elevation = rock layer width (D2) times 8 2.42 3.03 3.57 4.05 4.49 4.88 3.95 5.88 8.33 11.54 15.91 <br /> percent landslope (C5) + 100 9 2.36 2.94 3.45 3.90 4.30 4.65 4.11 6.25 9.09 13.04 18.92 <br /> /0 ft x () % + 100 = " 0 ft 10 2.31 2.86 3.33 3.75 4.12 4.44 4.29 6.67 10.00 15.00 23.33 <br /> f. Downslope mound height= depth of clean 11 2.26 2.78 3.23 3.61 3.95 4.26 4.48 7.14 11.11 17.65 30.43 <br /> sand for slope difference (G2e) at downslope 12 2.21 2.70 3.12 3.49 3.80 4.08 4.69 7.69 12.50 21.43 43.75 I <br /> rock edge plus the mound height at the <br /> upslope edge of rock layer (G2b) <br /> ,0 ft + , 9 ft= -7 ft <br /> g. Downslope berm multiplier based on percent land slop ,.., l <br /> ,S.'a (see figure D-34) - 0 <br /> ell _ --1 <br /> h. Downslope width = downslope multiplier1 Upslop id th(G fd) <br /> (G2g) times downslope3-0 ft <br /> height (G2f) a <br /> 4^.:'.t V,'� X . / ft = oS ft Rock m Upslope Wid th(G2d) Width(ed fo Upslope Width(G2d) <br /> i. Select the greater of G1 and G2h as the -ft Length(D3) cwz <br /> downslope width: of 1 ft o ''Downslope Width(G2i) i ft <br /> j. Total mound width is the sum of upslope Absorption Width(F) t <br /> width (G2d) width plus rock layer width /0 <br /> (D2) plus downslope width (G2i) Total Length(G2k) O If ft <br /> El ft + 10 ft + a J ft = Li 0 ft <br /> k. Total mound length is the sum of upslope width (G2d) <br /> plus rock layer length (D3) plus upslope width (G2d) <br /> °j ft + 1/L- ft + , ft = ) feet <br /> Final Dimensions: <br /> go x c a a/4-t. , <br /> I herebyrecertify <br /> hat I hay <br /> ( ompleted this work in accordance with applicable ordinances, rules and laws. <br /> L._ <br /> » v"' (signature) �y, (license#) ''.--.)••••(-0,6 (date) <br />