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u FAS/T-4- <br /> G. DOWNSLOPE BERM WIDTH Slope:- Cover 1' 4,S = / <br /> O ' y yeti Vim'y''''yg ..��.- <br /> 1. If landslope is 1% or more, ). €�. r ''` 1 ;rt <br /> "b ye '1 ' .fir <br /> •e subtract rock layer width from adsorption width �, , , .•• ::..f.ok *:'.Z _�� 6,A, �,. <br /> to obtain minimum downslope berm toe c4.�` +" y, ' clean Sana I r,, :' ; .7./ .-, , rP'''''..lr,: <br /> 6 Topsoil , <br /> 27 ft - /U ft = / 7 feet Natural Soil it 3 <br /> 2. Calculate Minimum mound Size <br /> a. Determine depth of clean sand fill at Upslope Width Downslope Width ....QC) 4-•• <br /> upslope edge of rock layer: /34"4ir Rock Width .4 Absorption Width7 <br /> Separation 3' - /r 3 ft = /, 7 feet JO 4- <br /> b. Add depth of clean sand for separation (2a) 5 44 -9- -- l-1 a/c -=t <br /> at upslope edge, depth of rock layer (1 foot) to depth of cover <br /> (1 foot) to find the mound height at the upslope edge of rock layer; 17 <br /> /,7 ft + lft lft = 3,7 feet • <br /> c. Enter table with landslope and jloPe berm UpSiuPe Width /3 <br /> •ratio. Select berm multiplier of 3 . ra a.�Ov vex- a00`r�� <br /> d. Multiply berm multiplier byupslope mound M tipeiepe Width °oop'n dougo, w►:Bed Coo4p�'oa.i,A llpslvpe Widn <br /> u.o.e0 e• a( a o..a o-oco< <br /> P Y PyD Pet q iPPO.F o1 oG <br /> JY?��i•4uv�Qyo oouua Qo9,kg;9pDC: '17 1 <br /> height to find upslope berm width: � ...11.0....:-.'::. <br /> 3..5 x3,7 = /Z9 feet - /3+ <br /> e. Multiply rock layer width by Zo <br /> 12 Downslope Width <br /> landslope to determine drop in elevation; Absorption Width 17 •.� • . <br /> /c. x 5' % 100 = Q.6/ feet <br /> - <br /> f. Add depth of clean sand for slope Total Length <br /> difference (2e)at downslope edge, to 7S . <br /> the mound height at the upslope edge <br /> of rock layer (2b) to find the downslope height; <br /> -3.7 ft +Or '9' ft = A4/ feet <br /> g. Enter table with landslope and downslope berm ratio. Select <br /> t4 <br /> term multiplier of • <br /> h. Multiply berm multiplier by downslope mound height to get BERM SLOPE MULTIPLIERS <br /> downslope berm width: <br /> 4i/ x'/ X =/9:7 feet - (.-7° 4i- Land DOWNSLOPE UPSLOPE <br /> i. Compare the values of step G.1 1 7 Slope, berm multipliers for various berm multipliers for various <br /> in% 1 berm slope ratios berm slope ratios <br /> and Step G.2h 2 <br /> Select the greater of the two values as the 3:1 6T)5:1 6:1 7:1 3:1 4�:1 5:1 6:1 71 <br /> downslope berm width; 2 0 0 3.0 4.0 5.0 6.0 7.0 ' 3.0 4.0 ' 5.0 6.0 7.0 r. <br /> p feet <br /> j. Total mound width is the sum of 1 3.09 4.17 5.26 6.38 7.53 2.91 3.85 4.76 5.66 6.54 <br /> upslope berm (G.2d) 2 3.19 4.35 5.56 6-82 8.14 2.83 3.70 4.54 5.36 6.14 t, <br /> 3 3.30 4.54 5.88 7.32 8.86 2.75 3.57 4.35 5.08 5.79 t. <br /> width plus rock layer width (D.2) 4 3.414.7 .25 7.89 9.72 2.68 `3 4.17 • 4.84 5.46 0 <br /> plus downslope berm width(G.2i); 5 3.53 5.00 6.67 8.57 10.77 2.61 3.33 4.00 4.62 5.19 <br /> /3 ft + /0 ft + 20 ft = --3 , feet 6 3.66 5.26 7.14 9.38 12.07 2.54 3.23 3.85 4.41 4.93 5 <br /> k. Total mound length is the sum of upslope 7 3.80 5.56 7.69 10.34 13.73 2.48 3.12 3.70 4.23 4.70 5. <br /> berm width (G.2d) plus rock layer length (D.3) 8 3.95 5.88 8.33 11.54 15.91 2.42 3.03 3.57 4.05 4.49 4 <br /> �}�p plus upslopebermwidth (G.2d);/ 9 4.11 6.25 9.09 13.04 18.92 2.36 2.94 3.45 3.90 4.30 4 <br /> JI-"47-5 ft + ' / ft + / 3 ft = 6 7 feet 10 4.29 6.67 10.00 15.00 23.33 2.31 2.86 3.33 3.75 4.12 4. <br /> `��(1 I7 4' 4 l 1 4- 7 ;-7 J,1J 1I 4.48 7.14 11.11 17.65 30.43 2.26 2.78 3.23 3.61 3.95 4. <br /> , . /` 12 4.69 7.69 12.50 21.43 43.75 2.21 2.70 3.12 3.49 3.80 4 <br /> 1 Final D im esi ons o Note:The product of the multiplier and the height results in the horizontal distance to where <br /> k term meets the original land slope.Example:Height at upper edge of rock layer is 3.0 feet.i. <br /> Cl/ ,p� X = <br /> ^ ayer is 10 feet wide,land slope is 6%and berm slope ratio is 4:1.Upslope berm width is 3.? <br /> _1I/` z S•i-t)/-- 3.0=9.7 ft;height at lower edge of rock layer is 3.0+10 x 0.6=3.6 ft and downslope berm v.. <br /> a 5.26x3.11=18.9ft. <br /> a 305-3 - ci <br />