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A. Calculate Clean Sand Lift: 3 feet mints Depth to Limiting C y tif�i* ft n tl <br />3.0 ft 2.1 ft m 1.0 ft -sign Sand Uft (optional): 1.25 <br />B. CalaAate Upslope Haight: Clean Sand Lift (4.A) + medto de, lth p ft.) + cover (1 ft.) - Upslope Height <br />1.3 k 7.d ft 1.0 ft - 3.3 ft <br />rL„_.I-. isl:loas.1tarsat..1. _.__ <br />n n <br />!'• ,1>,'i'•.VI <br />1: :a3';e:ll <br />tvyai i.._ +S-:ai.3'.li.%J�i.S•, i.•rl: P,i iii. :,r- GI. <br />+ 1 <br />I::'m.6 1' ' 20 21 21 E.! <br />5i'Bici-7". '<i,wi:e 1i,.:l-''- <br />t'.�'nifs:'•. 'r �'� :) i'11>J +ltI.lA�a yxii 55"-315,h'a+I-.Ni.li ii'le.•llwi-'i-t�Ip,iil il.i;la.+illi is"I'- ij't'rI•a <br />Seled Upsiope Berm Multiplier <br />(based on land slope): 3, 33 (figure t •34) <br />D. Calculate Upsfope Berm Width: Multiplier (4.C) X UpslOpe Mound Height (4.8) a Upslope Berm Width <br />3.33 ft X[3.3 ft - 10.8 ft <br />I- Calculate Drop in Elevatlon Under Bed: lied Width (2.0) X mid 5100 (1.0) r 100 - Drop (ft) <br />10.0 ft XC 5,0 X s 100 = 0.50 ft <br />P. Calculate Dowrelope Mound Height: Upsf (4.8) + DropUOn {4.E)�ope Haight <br />3.3 ft . C 0.50 ft = 3.8 ft <br />Setea Downslope Berm Multiplier <br />CL (based on land slope): 5.OD (figure 11-34) <br />H. Calculate Dmvnsiape Berm W)dth: Multiplier (4.G) X Dowse lope Height (U) a Downstope Berm Width <br />5.00 x [ 3.8 ft = 1B.B ft <br />I, Calculate MlMmum Berm to Cover Absorption Area: Downs ope Absorption Width (3.B or 3.C) + 4 ft. - ft <br />17.0 ft 'C ft 21.0 ft <br />J. Design downslope Berm - greater of 4H and 41: [ 21.0 ft <br />K, Select Endslope Berm Multiplier: 4.00 (usuall) 3.0 or 4.0) <br />L Calculate EndsXoPc' Berm (4.K) X Dmmslope Mound Haight (4.F) = Erdslojor Berm Width <br />4.00 ft X[ 3.B ft • 15.0 ft <br />A1. Calculate Mound Width: Upslope, Berm Width (4.o) + Bed N idth (2.8) * Downstope Berm Width (4.J) - ft <br />10.8 ft 10.07 ft. 21.0 ft - F 41,8 ft <br />H. Calculate mound Length: EtRWope Berm Width (41) + Bed Length (2•C) + fi dsiope Berm Width (41) - ft <br />15.0 ft 63 E] ft + 15.0 ft 93.0 ft <br />0. If using a registered product, enter the Component Length: in. 12 ft. <br />P. Musing a registered product: enter the Component Width: Cin. _ 12 ft. <br />Q. Number of Components per Row - tied Length (2.C) divide d by Component Length (4.0) (Round up) <br />G3 -C�•C= <br />R, Number of Rows - Bed W1dth (2.3) divided by Component Width (4.P) (Round up) <br />AtUust Contour Loading Rate on Design Summary page unci this number is a whole number <br />S. Total Humber of Components - Number of Components pe t Row X Number of Rows <br />�XO.C= ;7a or- <br />