Laserfiche WebLink
U. UUWNSLUYE W&L 4VIUift <br />I. If landslope is 2.9 percent or less, basal width includes both the <br />' ape and downslope dike widths, <br />r♦ <br />9 <br />Ca, ate minimum mound size based on geometery: <br />a. )etermine depth of clean sand fill at upslope edge of rock <br />layer: Separation L feet <br />b. Multiply roc1, :. ; er width by landslope to determine drop � <br />in elevation; Sh �c difference <br />x crP % + 100 _ __Zjo_ feet �6w1lYO.r.Yw <br />c. Add depth of clean sand depth of clean sand for <br />separation at upslope edge (2a) to depth of rock layer to <br />rock depth and the depth of cover to find the total mound <br />height at Upslope edge of rock layer; <br />-L ft + 1 ft + 1 ft - 3 feet <br />d. Enter table on page bottom with landslope and upslope <br />dike ratio. Select dike multiplier of <br />e. Multiply dike multiplier by upslope mound height <br />to get upslope dike width: 4_ x -a_ _ _ /1 feet <br />f. Add the depth of slope difference (2b) to the upslope <br />height to get the downslope height _/ o i o feet <br />g. Enter table on page E-18 with landslope and downslope <br />.dike ratio. Select dike multiplier of Y, o , <br />h. Multiply dike multiplier by downslope mound height <br />to'get downslope dike width! I_ x -3_ _ / y.- feet <br />1. Minirimum'mound width is the sum of upslope dike <br />width plus rock layer width plus downslope dike width; <br />/JL f t + /'.L ft+-,L ft= :? Yfeet <br />j. Subtract the Nlinimum width G.i from the Absorption <br />width F.4 to find the Additional Downslope required for <br />Absorption <br />/_ft-1,ft= C feet "F"° <br />k. Add the Additional Uownslope required for Absorptioi <br />to the downslope dike width and recalulate (lie Total <br />Mound Width whicli is is the sum of upslope dike <br />width plus rock layer width plus downslope dike width <br />eft+eft+PI, _ft feet <br />1. Total mound length is the sum of upslope dike width <br />plus rock layer I length plus upslope dike width; <br />l a• f t+ _ea 2. f t+ e f t= _Meet <br />�f--ToW length -----i <br />J 1 <br />4:1 <br />Lrownslups <br />5.1 <br />6:1 <br />f:t <br />J 1 <br />kl <br />„1,c <br />& <br />&I <br />AI <br />6:1 <br />sMisr <br />0 <br />J.0 <br />to <br />f.0 <br />t0 <br />� 70 <br />10 <br />4.0 <br />IQ <br />t0 <br />7.0 <br />JA <br />1 <br />JA <br />1.17 <br />:is <br />!26 <br />U6 <br />1.11 <br />1" <br />JAf <br />6.76 <br />f.66 <br />am <br />7.41 <br />2 <br />1It <br />f!6 <br />t62 <br />L14 <br />1p <br />J20 <br />631 <br />J.16 <br />t11 <br />6.10 <br />2 <br />J20 <br />/31 <br />11.101 <br />7!7 <br />1.26 <br />L75 <br />10 <br />I.Jf <br />5.01 <br />L70 <br />&AS <br />1 <br />JAI <br />1.76 <br />t2f <br />7.0 <br />9.72 <br />Uf <br />&aS <br />7 <br />/ a <br />IL" <br />6.06 <br />f <br />2M <br />f.0) <br />L67 <br />am <br />on <br />3.61 <br />333 <br />4.s2 <br />!.It <br />f21. <br />6 <br />JAI,f.26 <br />7.14 <br />USN <br />2!1 <br />J.22 <br />tl1 <br />t03 <br />JAI <br />7 <br />JAO <br />f!6 <br />7.0 <br />102/ <br />IJ27 <br />1Y <br />3.12 <br />2.70 <br />t2J <br />4" <br />2.13 <br />J.t! <br />f.M <br />6.I] <br />I1S/ <br />If.01 <br />'.12 <br />1.0/ <br />J!7 <br />1.in <br />to <br />IA1 <br />0 <br />4.11 <br />t25 <br />t.00 <br />1J.111 <br />It02 <br />I'm <br />iN <br />3.63 <br />3.10 <br />/20 <br />/A6 <br />t0 <br />420 <br />to <br />10.0 <br />Ism <br />2323 <br />231 <br />1" <br />J.11 <br />3.73 <br />6.12 <br />444 <br />11 <br />IA6 <br />7.14 <br />11.11 <br />17AS <br />NO <br />126 <br />178 <br />3.23 <br />3.61 <br />1" <br />421 <br />11 <br />sAt <br />7.60 <br />1230 <br />21.11 <br />43.79 <br />2.21 <br />2.70 <br />112 <br />3.0 <br />3.110 <br />/0 <br />