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N40UND SLOPE WIDTH & LENGTH <br /> (landslope greater than 1%) Landslope> 1% slope <br /> I)ownslope absorption width = absorption width (F) <br /> over] <br /> I1,071LL-i rock layer width (D2) <br /> P N>+ <br /> - �-ft= ft <br /> paration ft , <br /> _ + %ilcalate mound size Reeltt t;nglays --- <br /> UpsbpeWidN(G2d) Rock Width(D2) f <br /> i-,l-�1.)�� h U,wimlu x Widlh(G2p <br /> F 'pili of clean sand fill at upslope edge of <br /> ic,k layer = 3 ft minus the distance to restricting layer (Cl) <br /> I i Al-prion Wida,-5n d(F) <br /> f t = ! ft -----u <br /> 1). ivlound height at the upslope edge of rock <br /> 1,.(yc depth of clean sand for separation (G2a) D-34: SLOPE MULTIPLIER TABLE <br /> _it u[)slope edge plus depth of rock layer 0 ft) Lana UPSLOPE DOWNSLOPE <br /> r' ds cacpth Ot cover (1 ft) Slope multipliers for various nmltipliersforvarious <br /> / ) in% slope ratios stupe ratios <br /> It -I lit + Ift = �/e "�" ft 3:1 4:1 5:1 6:1 7:1 8:1 3:1 4:1 5:1 6:1 7:1 <br /> �11_) to berm multiplier based on land slope 0 3.0 4.0 5.0 6.0 7.0 8.0 3.0 4.0 5.0 6.0 7.0 <br /> (see figure D-34) 1 291 3.85 4.76 5.66 6.54 7.41 3.09 4.17 5.26 6.38 7.53 <br /> J. Upslope width = berm multiplier (G20 x 2 2.83 3.70 4.54 5.36 6.14 6.90 3.19 4.35 5.56 6.82 8.14 <br /> upslope mound height(G2b): 3 2.75 3.57 435 5.08 5.79 6.45 3.30 4.5_4- 5.88 7.32 8.86 <br /> ,_. -... X 3, ft - ft 4 2 4.76 68 3.45 417 4.84 5.46 6.06 3.41 6.25 7.89 9.72 <br /> [)O VV fel S LOPE 5 261 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 5A1 3.66 5.26 7.14 9.38 12.07 <br /> e. Drop in elevation = rock layer width (D2) x 7 2,48 3,12 3.70 4.23 4.70 5.13 3.80 5.56 7.69 10.34 13.73 <br /> p('rct']lt lilndslope (C5) = 100 8 2.42 3.03 3.57 4.05 4.49 4.88 3.95 5.88 8.33 11.54 15.91 <br /> -- �� tt X % - 100 ft 9 236 294 3.45 3.90 430 4.65 4.11 6.25 9.09 13.D4 18.92 <br /> [Xownslop mound height:4 depth of clean 10 231 2.86 333 3.75 4.12 4.44 4.29 6.67 10.00 15.00 23.33 <br /> s_-ll7d For slope difference (G2e) at downslope 11 2.26 2.78 3.23 3.61 3.95 4.26 4.48 7.14 11.11 17.65 30.43 <br /> )-ock cadge plus the mound height at the 12 221 2.70 3.12 3.49 3.80 4.08 4.69 7.69 12.50 21.43 43.75 <br /> upslope edge of rock layer (G2b) <br /> ft +__14 ft = �,lv ftAeak ` <br /> . F ro wnslope berm multiplier based on percent land slope <br /> _ f _A: (see figure D-34) <br /> h. Downslope width = downslope multiplier <br /> 1\62g) times downslope mound height (G2f) x U __^r <br /> J /' psl�op/�•Width(G2d) <br /> ,-K--------X y �G ft - ft I 117 --ft <br /> 1. Select the greater of G-1 and G2h as the up� Widt,<Gz�t, /0 �� NocklBed Uyslupe Width(G2d) <br /> /` -''bel.`h(D2) <br /> downslope width: ft g <br /> j. 'F'otal. mound width is the sum of upslope H Downslope Width(G2i)_ ;t <br /> width (G2d) width plus rock layer width �l� A`'s°`p`lo"")`d"t(p) <br /> (D2) plus downslope width (G2i) <br /> ft + z ft ft ft Total Length(G2k) _ft <br /> %. 'l'otal mound length is the sum of upslope wit th (G2d) 67 <br /> I-A Lls rock layer length (D3) plus upslope width y� <br /> _1'-�i____ Ft + -:�ft + /t7- ft = feet <br /> /7 J71�: 7 7/% Final Dimensions: <br /> x <br /> l fi reby certify,that I have completed this work in accordance with applicable ordinances, rules and laws. <br /> -(signature) . <br /> g (license#) (date) <br /> F'? i l j7 ,1J_/L/ 4 / .. -) ♦ n -fes i�. .� �, <br />