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S-E: P I E. - -=4 e. L-4 E: D -2 -3 -- :2 -2 S E: F -r I C: a V 1::4 L- U f:4 -r 1 0 " S F'
<br /> Desipe.,ci ray: 3,aptle EVjtUat
<br /> 'jGAS jac, LIC. # 89d9
<br /> :•.ol Willow Chanhassen, MN (612).470-4024
<br /> 1.r i.k%A V I
<br /> 1. If
<br /> Of M.Ore,
<br /> stlbtract 'idtb from adsorption width
<br /> to obtain rrkit�" downslope berm toe
<br /> --1z-ft- 17 feet
<br /> 7- Calculate ?Onmj S.,J1 q
<br /> a Deter -I m mound Size rN
<br /> of clean.sand fill at LIPS!,jj�List
<br /> D,---nV WW*
<br /> up-510pe eLIPt,
<br /> layer:
<br /> 5q-)araflon 3' - F1 =-1-00-feet
<br /> b. Add deptl... i sand for separ4 tion (2a)
<br /> "PSIOPe PJi:.- th of rock layer(I foot) to depth of cover are in F- eet"
<br /> 0 foot) to fiTte')' height at the upslope edge of rock IaYerl
<br /> -1.C,21 Ft+ I A r k s00 feet
<br /> Enter tabl,- ndq-lope and upslope berm
<br /> ratio,se,
<br /> -Nt b
<br /> ..........
<br /> d hfultiply 'Otiplier by UPSlope mound m "UP0 W
<br /> A
<br /> "6-llt tu finl berm
<br /> Lff. th 3r M !YFA
<br /> L
<br /> A- �.k
<br /> X lo. feet
<br /> Multi
<br /> 3
<br /> p. plr
<br /> Y �
<br /> width by
<br /> tandslope to d,0 e d rot (n eleva t ion;
<br /> At
<br /> X feet
<br /> IL j'ok
<br /> f Add de th ;and for slope
<br /> P
<br /> d i fk�rence tslope edge,to
<br /> the mound lz lle Up edge
<br /> cif r(vk layer [,2s. `i!A the downslope height;
<br /> JJ 5--ft+ feet Approx. Tons of Sand Needed 187
<br /> g. Enter table,,,,
<br /> (hslope and downslope berm ratio.
<br /> berm m;Altjpl�j, 17126
<br /> h. Multiply N:;, ip I ier by downslope mound height to got
<br /> jownslope y
<br /> X
<br /> (get
<br /> i. Cnakpare 0+4 of Step
<br /> and Step C.2h-
<br /> mliml-tkrw for"IsrIftill
<br /> Se v �4� Won nmidjAmn ftr vailr44
<br /> irnpr
<br /> . Iectthegi ,,�t'. two values Is buq?h 51*
<br /> dowmslope N-1, *::�.; 19
<br /> feet
<br /> Total moun5. *1
<br /> 'fi the sum of
<br /> '-�Vmlope berm tF., r} 304.0 5.0 to 16 3.0 4.0 SO to 7.0
<br /> width phis roc, width(D-2) 1 309 4.17 5,26 6.3$ 753 2,91 3.85 476 5,66 6.14
<br /> r4us dowrusjopic ! width(G-2i); 2 1,19 411 5-M 6.42 2.14 2,93 3.70 4.54 5.16 6.14 r
<br /> 0 3 3,10 4.54 59$ 7.32 806 2.75 1.57 4,35
<br /> ft 4, 1 _ ft =; _39_fcQt
<br /> 4 1.41 4 74 6,2$ 7JJ9 912 2-69 145
<br /> lG is the sum of upslope 4,17 4.34 5.46
<br /> Total moon�! 3 3.$3 5.00 6,61 9,17 10.77 161 3.33 4.0 4,62 1.19
<br /> berm width(C rock layer length(U,3) 6 366 S.U. 7.14 918 12.07 154 1.23 135 4,41 4.n
<br /> upalq)4? 7 3," 1 1173 2.48 3,12 $-70 4,13 4.70
<br /> ft 57 feet 1 3," 5.33 9-11 11,34 1391 2.42 3.03 3.57 4.01 4.49
<br /> 9 4.11 6.11
<br /> 0.09 1104 18+92 2.*A 2.94 3.45 3.00 4,3(1 A
<br /> 10 4,29 6,61 10,00 15.00 23.1,.3 -1.31 2,86 3.33 1.71 4.12 4
<br /> Final Dim,- 11 4.43 7.14 Mil 17,6$ $043 2,24 J?f
<br /> )nsl. 3.23 161 1."
<br /> 12 4.60 7.64 12,50 21.43 43.75 221 2.70 3,12 3.49 3.80
<br /> 1997 Melonle L. Elveh
<br />
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