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G. MOUND SLOPE WIDTH &LENGTH Landslope > I% slope <br /> (landslope greater.than 1%) <br /> r.,•••...�-gym. s;•'.fit;C >w{-over 1".._, ;+ <br /> 1. Downslope absorption width.= absorption width (F) <br /> minus rock layer width (D2) 1 = m aClean SanrJft 1°p5°'' <br /> � <br /> ft v ft = 17 ft t <br /> ration h _. <br /> Ruetrkting Lacer <br /> e <br /> Upslofx width(C2d1 Ruak lVidthtD21 D`+`vn+loty l\'idN(G2n <br /> C <br /> 2. a)culate mound size " " <br /> UPSLOPP- /l r t O° Z7 <br /> a. Depth of clean sand fill at upslope edge of Al-q'ine,,oalett.S,n4,F1 <br /> rock layer= 3 ft minus the drstarice to restricting layer (Cl) <br /> 3 ft- 1,3 ft= /< ;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 UPSLOPEooWNSLope <br /> slope multipliers for various multipTiers for 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 /> -1, 7 ft+ 1ft+ 1ft = 3i.2 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 1 111 3.81 4.76 5.66 6.54 7.41 3.09 4.17 5.26 6.38 7.53 <br /> O (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 8,13 <br /> d. Upslope width = berm multiplier (G2c) x 3 2.75 3.57 4.35 5.08 5.79 6.45 3.30 9.54 5.88 7.32 8.86 <br /> 4 2.68 3.45 4.17 4.84 5.46 6.06 3.41 4.76 615 7.89 9.72 <br /> upslope mound height (G2b): <br /> 3.0 3 x 3.7 ft - ft 5 2.61 3.33 4.00 4.62 5.19 5.71 3.53 5.00 6.67 8.57 10.77 <br /> 6 254 3.23 3.85 4.41 4.93 5.41 3.66 5.26 714 9.38 12.07. <br /> DOWNSLOPE 7 2.48 3.12 3.70 4.23 4.70 5.13 3.80 5.567.69 10.34 13.73 <br /> e. Drop in elevation =rock layer width(D2) x 8 2.42 <3.03 3.57 4.05 4.49 4.88 3.95 5.88 8.33 1154 15.91 <br /> percent landslope (C5) = 100 Q 9 2.36 2.94 3.45 3.90 4.30 4.65 4.11 46.25 9.09 13.04 18.921 <br /> ft x _ _%_ 100 =d•V ft 10 2.31 2.86 3.33 3.75 4.12 4.44 4.29 6.67 10.00 15.x. 2333 <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 AifferencE (iY.2e) at downslope u 2.21 2.70 3.12 3.49 3.80 4.08 4.69 7.69 1250 21.43 43.75 <br /> rock edge plus the mound height at the <br /> upslope edge of rock layer (G2b) <br /> r ft+ d• S ft=4 5' ft <br /> g. Downslope berm multiplier based on percent land slc, j3 <br /> (see figure D-34) <br /> h. Downslope width = downslope multiplier �; r Upsk,pe width(G Ft) <br /> (G2g) times downslope mound height (G20 ` I <br /> r� X iJ ft =�ft m Rock Bed Upslope Width=dl <br /> Upslope Widlh(G2d) Width(D2) ft <br /> i. Select the greater of G1 and G2h as the Lengtl,(D9) f r <br /> downslope width: v? ft Downslope Width(G2i)�� ft <br /> Absorption Width(F) <br /> j. Total mound width is the sum of upslope r <br /> width (G2d) width plus rock layer width 77 <br /> ��^�jr---,, - 1 <br /> (D2) plus downslope width (G2i) Total Length(G2k)�e 'tl(r <br /> f t+ l0 ft+ .? ftft <br /> k. Total mound length is the sum of upslope width (G2d) <br /> plus rock layer length (D3) plus upslope width (G2d) <br /> ft + `-// ft+ // ft = feet_rcf <br /> -4-lt - 4- /EA.:: )3077-0"" Final Dimensions: r <br /> x ;- <br /> I hery -'erl int that I have con.Meted this work in accordance with applicable ordinances, rules and laws. <br /> A (signature)1 l7 (license#) �- l (date) <br />