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G. . ;.MOU,ND SLOPE WIDTH & LENGTH Landslope> 1% slope <br /> (landslope greater than 1%) r <br /> 1. Downslope absorption width= absorption width (F) <br /> minus rock layer width (D2) 6"T°pao° <br /> _J,) ft M. 4> <br /> e�Y� <br /> WidVOd) Retk dektfDl) WWW(C21) <br /> 2. Calculate mound size <br /> UPSLOPE <br /> T- <br /> a. Depth of clean sand fill at upslope edge of tom_"nd(F <br /> rock layer = 3 ft minus the distance to restricting layer (0) <br /> 3 ft- 4C.,_ft= / , 4 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 /> Slo multipllea for various multip1151 for various <br /> at upslope edge plus depth of rock layer(1 ft) W% .lope ratr-v .Pope,11105 <br /> plus depth of cover (1 ft) 7 4: 6: 7.1 <br /> ft + 1ft+ 1ft= 3 . 4 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 /> Upslope berm multiplier based on land slope 1 355 4.76 5.66 6s4 7.41 3.09 4.17 526 638 7.53 <br /> 3.a"s (see figure D-34) 2 2M 3.70 4.54 5.36 6.14 6.90 3.19 435 556 6.82 8.14 <br /> 1. Upslope width= berm multiplier (G2c) times s 2.75 3.57 4.35 5.08 5.79 6.45 330 4.54 5.88 7.32 8.86 <br />.ipslope mound height (G2b): 4 2.68 3A5 4.17 4.84 SAG 6.06 3.41 4.76 6.25 7.89 9.72 <br /> }3 b 2.61 3.33 4.00 4.62 S.19 5.71 3.53 5.00 6.67 8.57 10.77 a� x a• ft = ft 6 2.54 3-M--) 3.85 4.41 4.93 SAI 3.66 '116 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 1034 13.73 <br />',. Drop in elevation = rock layer width (D2)•times 8 2.42 3.03 .,337 4.05 4A9 4.88 3.95 5.88 8.33 11.54 15.91 <br />)ercent 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 /> ft X_(%-f 100 = . �� ft 10 2.31 2.86 333 3.75 4.12 4A4 4.29 6.67 10.00 15.00 23.33 <br />. Downslope mound height= depth of clean u 2.26 2.78 , 3.23 3.61 3.95 4.26 4A8 7.14 11.11 17.65 30.43 <br /> and for slope difference (G2e) at downslope 12 2.70 3.12 3A9 3.80 4.08 4.69 7.69 12.50 21.43 43.75 <br /> ock edge plus the mound height at the <br /> ipslope edge of rock layer (G2b) <br /> 3�_ft +s o ft= a. D ft <br />;. Downslope berm multiplier based on percent land slop <br /> -" 210 (see figure D-34) o <br /> Downslope width = downslope multiplier , Upslcpe`)Mdth(G4d) <br />-2g) times downslope mound height(G2f) L1 `t <br /> x�-ft--2j--ft Updope Width(G2d) =9=) <br /> Rocked Ups ope Width(G2d) <br /> ft Select the greater of G1 and G2h as the <br /> ownslope width: a, 1 ft Downslope Width(G21)�_ft <br /> Total mound width is the sum of upslope i . Absorption Wldth(F)\ 17 <br />,idth (G2d) width plus rock layer width _ -;j' <br />)2) plus downslope width (G2i) <br /> I_ft + )0 ft+ �-ft= �_ft Total Length(C,2k) 1 l� ft <br /> Total mound length is the sum of upslope width (G2d) <br />[us rock layer length (D3) plus upslope width (G2d) <br /> ft+ toq ft+ J) L ft= .0 feet <br /> a. + a l o Final Dimensions: <br /> tial X loo' AV <br /> hereby certify that have completed this work in accordance with applicable ordinances, rules and laws. <br /> 22-,-J ti-- (signature) 31:t 4 (license#) X- 12- C2 Z (date) <br />