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Fage 1 <br /> G. MOUND DIMENSIONS FOR SLOPE GREATER THAT1 OR EQUA� TO 1$ <br /> Gl. Minimum Downslope BF�rm eq,_�.�is �;,�c}; La_yer Width minus Adsorpti <br /> on Width <br /> G1 = D2 - F4 == lOft = 20 - 10 <br /> G2 . Minimum Mound Size Calculation <br /> G2a.� Depth of Clean Sand Fill kequirPd at Upslope Edqe of Rock Lay <br /> er <br /> 3 foot Separation - (Cl ir�che� ! f 1� inches/foot) ) <br /> 3 ft - 2 ft = 1 ft <br /> G2b. Upslope Berm Height <br /> = lft for Rock Bed + 1ft Cover + 1 ft of Sand <br /> = 1 + 1 + 1 = 3 <br /> = 3 feet <br /> G2c. Upslope Berm Ratio 4 : _L <br /> Upslope Berm M�_iltiplier 3 . ':� <br /> � n r- � _ �, �- _-„ rT, , +- ' �112.i" � Upslope Berm H <br /> G . Up� opa �er:n r�i�t , - '�,;:��.-�;_'e _��_�,� � ��_:_. _� <br /> eight <br /> G2 d = G�c x G�r� <br /> 10.ft = 3 . 57 x 3ft <br /> G2e. Elevatior: Drop Across Widtn o� Moun�.' = Rock Layer i^Iidth x Slo <br /> pe <br /> . 6ft = 10 x 6$ % 100 <br /> G2f. Downslope Berm He�ght = �ror� in Elevation + Upslope Berm Heig <br /> ht <br /> 3. 6ft = . 6ft + 3ft <br /> G2g. Downslope Berm Rati�? 4 : 1 <br /> Downslope Berm Mi�ltipl�er 5.26 <br /> G2h. Downslope Berm Width = Downslo��e Berm Multipliel x Downslope <br /> Berm Height <br /> G2h = G2q x G2f <br /> 19ft = 5.26 x 3 . 6ft <br /> G2H is the largest of the two ��alues at i9ft <br /> G2j . Total Width = Upslope Berm + Rock Layer Width + Dcwnslope Ber <br /> m Width <br /> 39ft = 10�t + 10ft + 1�-ft. <br /> G2k. Total Length = Upslr�e Bel_�:n +- R.o:-k La�_��r L�ength + Upslope Ber <br /> m <br /> 89ft = lOtt + 69ft + lOf� <br /> Length: 89ft 4Jidth: 39ft <br /> H. CONSTRUCTION MATERIAL VOLUMETR_ICS <br /> H1. 140 Cubic Yards of Sand <br />