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MOUND SLOPE WIDTH &LENGTH Landslope > 1%slope <br /> (landslope greater than 1%) � <br /> Downslope absorption width= absorption width(F) <br /> inus rock layer width(132) _r� _ VTopsou <br /> ► <br /> a1,. ft- i o ft [ 2parti <br /> h t_: <br /> tion�l R ^ <br /> R�rokt6�g Lays <br /> N7A RiG2d) v+Wlh(47p <br /> Calculate mound size Rock a <br /> lhrl(02) R <br /> ?SLOPE <br /> Depth of clean sand fill at upslope edge of L <br /> Ab"Vt1oa WW1h <br /> ck layer=3 ft minus the distance to restricting layer (Cl) <br /> ft- ; 'r ft= ,o ft <br /> Mound height at the upslope edge of rock D-34. SLOPE MULTIPLIER TABLE <br /> fer= depth of clean sand for separation(G2a) Land UPSLOPE DOVMSLOPE <br /> multipliers for various multipliers for various <br /> upslope edge plus depth of rock layer (1 ft) slR'Oe ,lope ratios ,lope ratios <br /> us depth of cover(1 ft) 3:1 4:1 5:1 6.1 7.1 W 3:1 4:2 5.1 6;1 7.1 <br /> ,0 ft+ lft+ lft= 11'0 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 /> Upslope berm multiplier based on land slope 1 2.91 3.95 4.76 S." 6.54 7117 3.09 4.17 5.26 639 7.53 <br /> (See figure D-34) 2 2.83 3.70 4s4 536 6.14 6.90 119 43S 5.56 6.92 8.14 <br /> Upslope width= berm multiplier(G2c) times 3 VS 3s7 435 5.0 5.79 6AS 330 4s4 5.88 7.32 9.86 <br /> ,slope mound height(G2b): 4 169 3.45 4.17 4.84 S." 6.06 3.41 4.76 6.25 7.99 9.72 <br /> .12- X_ . _ft = _ft S ul 3.33 4.00 4.62 S.19 5.71 3.53 S.00 6.67 SM 10.77 <br /> Y Y NSLOPE <br /> � 6 2.54 3.23 3.95 4.41 4.93 SAI 3.66 5.26 7.14 9.38 1107 <br /> )WNSLOPE 7 148 4�p 3.70 4.23 57 <br /> 4.70 3 3.80 7.69 1034 13.73 <br /> Drop in elevation=rock layer width (D2) times 8 192 3113 3.57 4.05 4A9 4.89 - /�199 5.88 933 1154 1&91 <br /> rcent landslope(C5) + 100 9 236 194 3.45 3.90 4.30 4.65 4.11 6.25 9.09 13.4 19.92 <br /> eft X '%+ 100=_"_Q ft 10 2.31 2.86 333 175 4.12 4.44 429 6.67 10.00 15.00 23.33 <br /> downslope mound height= depth of clean n 226 2.79 323 3.61 3.95 4.26 4.49 7.14 11.11 17.65 xv <br /> nd for slope difference(G2e) at downslope 12 221 2.70 3.12 3.49 3.90 4.08 4.69 7.69 12.50 21113 43.75 <br /> :k edge plus the mound height at the <br /> slope edge of rock layer (G2b) <br /> 3,0 ft+'_ft=_t-_2_f <br /> Downslope berm multiplier based on percent land slop <br /> S,S(o (see figure D-34) 73 <br /> 9t_ <br /> Downslope width= downslope multiplier Upsio%fwWth(G fa) <br /> 2g) times.downslope mound height(G2f) 40 <br /> s(0 X 3. ft=--ajL_ft "peW1dth(GM) Rodc Bed �� up�°>Q_rwwthtczd>Select the greater of G1 and G2h as the wnslope width: I ft Do-nolope Width(G21, a th <br /> notal mound width is the sum of upslopeAbsorption Width(F)dth (G2d)width plus rock layer width <br /> 2)plus downslope width (G2i) Total Length(G2k)_'L(-_ft <br /> -ft+ !o ft+ :0 = 140 ft <br /> Total mound length is the sum of upslope width (G2d) <br /> .Is rock layer length (D3) plus upslope width (G2d) <br /> L-ft+ 55 ft+ -1 ft= Z,feet <br /> a f <br /> Final Dimensions: <br /> pas) r)) 'f o 1.4?0L,�o-fv� S oar.1 sqs-m w up X l S f P00 <br /> iereby certify that I have completed this work in accordance with applicable ordinances, rules and laws. <br /> (signature) 301 (license#) '1S'[ (date) <br />