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F. ABSORP�ION WID'fF8 Absooption ratio: 2 <br /> 1. Absorp6on width equas absorpti�n ra6o times r�k layer xiidfh <br /> 2.00 x 10.0 ft = 20.0 ft <br /> G. MOUND SLOPE WIDTFI�LEl+K'sTH(�r than 1%j <br /> 1. Downsiope absorpfi�on widfh=absotp6on widtlt minus ra�C layer xndth <br /> 20.0 feet - 10.0 feet= 10.0 fl <br /> 2. C�culate mound size <br /> UPSLOPE <br /> a.Depth aF dean sarsd at upsio�e�ge of rodc layer=3 feet minus dista�ce to restric�ting{ayer(C1) <br /> 3.0 ft - 21 ft= 1.0 ft <br /> 6.Mound heigM at ihe u�slope edge oF rodc layer=depU�of dean sand for separation(G2a) <br /> at upslope edge Plus de�a�m�c lay�(1 foot)to depth of oover(1 ioo� <br /> 1 ft+1ft+1 ft= 3.0 ft <br /> c.Upsiope berm multiplie,�bas�on i�d siope(see figwe D�34) <br /> Selected berm multiplier: 3.03 <br /> d.Upslope width=berm multipiie�(G2c}tirt�es upslops mound height(G2b): <br /> 3.03 x 3.0 ft = 10.0 ft <br /> DOWlVSLOPE <br /> e.Drop in eiewafiai=rodriayer widfh(D2)tirties percent landslope{C�/1U0 <br /> 10.0 ft x S.0 X J 100= 0.8 ft <br /> f.Dawnslope rtiound h�ight=depth o�dean sand f�slope dtfferenc�(G2ej <br /> at daxmsbpe rodc edge plus the mound height at the up�Ope e�e a�rodc tay�(�) <br /> 0.8 R + 3.0 ft= 3.8 8 <br /> g.Dawn�pe b�m multi�ier ba�d an percent land s�pe(see Frgure D-34 <br /> Setected berm metti�lplier: 3.95 <br /> h.Downslope width=dcrwnstope mu�tiP��9)����9��? <br /> 3.95 x 3.8 = 15.1 ft <br /> i.Seled gre.at�of G 1�d G2i tl as the d�+�mslope width . ZIl.O ft <br /> j.Tota!mound width is the sum of upsl�e(G2d)width plus rock fayer width(a2)plus drnmsbpe width(G2i) <br /> iD.O ft+ 10.0 ft+ 20.0 �= 40.Q ft <br /> k.T��mound lengfh is the�crt of upslope w�tf►((��us►ock layertength(U3)P���f� <br /> 10.0 ft + 63.0 ft+ 10.0 ft= 83.0 ft <br /> FinaE Dimensions (slope>1�o) 40.0 ft x 83.0 ft <br /> I hereb ' that all work has been cr�mplet�in�o�dance wit�alf appficable adinances,rules&laws. <br /> (signature) S10(lic�nse#) 5I112fl08(date) <br /> , <br /> Page 2 of 5 <br />