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�. ASSQR?TtON AREA�!ZING <br /> Note:Mound setb¢cks cre measured Irom the Absorption Area. <br /> A. Catcul�te Absorptien Wid�h:Bed Width l2.B)X Mound Absorption Ratio (i.Fj =Absoration Width <br /> k �^�t X i Z.S ' = 1 L' b.�J �ii <br /> B, Fgr slopes>1:0, t:�e Absorpti�n, Width is measured downnitt fro;r th�upsiope ed3e of the Bed. <br /> Caicutate Downs(ope dbsorption Widfh:Absorption Width (3.A) -Bed Width (2.d)=ft <br /> � 26.0 ft - � i0.t} ft = 1b.0 �it <br /> 4. MCUND SiZING <br /> A. Caicu[ate Ciecr.Scnd iift: 3 fieet minus Depth fo Limiting Con�itian (i.C!=Clean Sand Lift �1 `i minimuml <br /> 3.0 ft - ;� ?.7 f ft = �ft Design Sand Lift ioptiona(): �-+�,3 <br /> B. Caicutate Jps(epe Herght:Cl2fiR Sl1Rd LifL (4.tai -medie�epth +co�er t1 ft.) =Lps(ope Ffeight <br /> I� Fi + Q.5 } f� . � ;_� .�= 2.$ �r; <br /> � <br /> �elect Upstope Berm ASuttiplier <br /> �' (saased on tand stopej: 3.03 (figure D-34j <br /> D. Calcutate Upsfope Berm Width: Multip(ier (4,C);{ilpstope h4our:d Neight (4.3)=Ups(ope Serm Width <br /> ��3.0� ft X � 2.8 ft = 8.6 �ft <br /> E. Catcutate D;op in Elevotion Under 8ed:Sed�fidth (2.dj X Land Siope ;i.D�: 1(Yi=Drop ;ftj <br /> i ��'.0 ! ft X s�� % _ 100= i�84 �ft <br /> F. Calculate Cowns(ope Mound Height:Upslope Hei3ht i4.6)+Drop in E(eva:ion j4.Ej=Downs(ope Neight <br /> �� ft > i�� 't = 3.b ;ft <br /> � 1 <br /> Setect Dowrstope 8erm Multiptier �-, ' <br /> �- (based or. (ar�d slope): ; 5•38 }�figure D-'svj <br /> H_ Ca[c�taTe Downslope Berm Width:Mu(tiptier (4.G}X Downstope Height i4.�� =Dawnstope&e�m Wi�th <br /> �� x � 3.6 `t = 2?.� �ft <br /> E. Calculate Minimum Berm to Cover Abscrption Areo:Dowrtstope Absorption Width {3.B or 3.Ci+4`t. =ft <br /> � 96.� -� ft � i 4 ft = 2C.v ft <br /> � r-� <br /> J. t?esign Downslope Berm =greater of 4H and 4i: � 21.4 ft <br /> K. Selett Endstope 8erm Multipl;er: L�f�4uatty 3.0 or 4.0; <br /> L. Calcutate�ndsto�e Serm (4.K)X Do:vnsfope Mound Height {4.F)=Endsiope Barm WidLh <br /> ���� ft X 3.6 ft = '��ft <br /> � <br /> M.Catculate Mound Width: Ups(ope&erm Width{4,t�� +ged Width (2.61=Dowrzsfepe Berm Widt'� {4.�) =ft <br /> � <br /> �� 8.� ft j � iD.O ft � 2?.�# ft = 39.9 �ft <br /> N. Ca,culate Mound Length: Endsfope Berm Width (4.L)+8ed Length f2.t1�Endsfope&erm'rYrdch {4.L)=ft <br /> i �r .4.5 -1 ft � 32.0 ; f; + � ?4.5 f: _ ; b� ?.? �ft <br /> Comments: <br /> i his is Mound�i, based cn 13'n siope. j <br /> f <br /> � <br />