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G. MOUND SLOPE WIDTH & LENGTH Landslope > 1% slope <br /> (landslope greater than 1%) over 1 <br /> 1. Downslope absorption width = absorption width (F) <br /> }ti's,(,�1 F... v 6"Topsoil <br /> minus rock layer width (D2) (,�{, r tclean sana(SZR <br /> ft- 10 f - � } f. <br /> _ > t- 1 J ft partition Zig f[ <br /> Restrict/ng Layer <br /> Upelopie�WldNt(G2d) Rock�Wldth(D2) Do-iope Widkh(C2i) <br /> 2. Calculate mound size '' it <br /> UPSLOPE <br /> a. Depth of clean sand fill at upslope edge of <br /> Abw[yt)on Width-Sand(F) <br /> rock layer = 3 ft minus the distance to restricting layer (C1) <br /> 3 ft - ft = 1, 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 /> Sloe multipliers for various multipliers for various <br /> slope ratios sl <br /> at upslope edge plus depth of rock layer (1 ft) in ope ratios <br /> plus depth of cover (1 ft) 3:1 4:1 51 6:1 7:1 8:1 3:1 4:1 5:1 6:1 7:1 <br /> /'w ft + Ift + 1ft = 7, 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 /> (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 /> d. Upslope width = berm multiplier (G2c) times 3 2.75 3.57 4.35 5.08 5.79 6.45 3.30 4.54 5.88 7.32 8.86 <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): 5 2.61 3.33 4.00 4.62 5.19 5.71 3.53 5.00 6.67 8.57 10.77 <br /> � X - ft = v 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 3.12 3.70 4.23 4.70 5.13 3.80 5.56 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) -l- 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 /> ft x ` 7 % T 100 = . -1' 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 <br /> rock edge plus the mound height at the <br /> upslope edge of rock layer (G2b) <br /> ft + ft = ft <br /> g. Downslope berm multiplier based on percent land slop , <br /> (see figure D-34) - ?.� <br /> :i. Downslope width = downslope multiplier Upalope idth(G2d) <br /> ;G2g) times downslope mound height(G2f) +4i I ` f` <br /> x ft = D t'; ft Rock Bed <br /> i Ups ode Width(G2d) Width(D2) %'i Upslppe VJidth(G2d) <br /> Select the greater of G1 and G2h as the " Length(D3) = ft <br /> Downslope width: v ' ft Downslope Width(G2i),�_ft <br /> Total mound width is the sum of upslope f Absorption Width(F)� <br /> width (G2d) width plus rock layer width - i <br /> D2) plus downslope width (G2i) Total Length(G2k) S ft <br /> ft + ft+ ft = _� �' ft <br /> Total mound length is the sum of upslope width (G2d) <br /> )lus rock layer length (D3) plus upslope width (G2d) <br /> ft + ft + ft = feet <br /> Final Dimensions: <br /> � -i x <br /> hereby certify that I have completed this work in accordance with applicable ordinances, rules and laws. <br /> (signature) -' (license#) ''' ) (date) <br />