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F. � assor�r�oN wmrH n�sor�uo�r�o: �1 <br /> - . 1. absorpban,wi�n e�als absorption ratio times rock�ayer widtn <br /> 2.00 x 10.0 ft = Z0.0 ft <br /> G. MOUI�SLOPE YY�TH 8 LENGTH(Greabe�tlan 1%) <br /> 1. Dow�lope absorp6on widfh=absorpmon width minus rock layer width <br /> 20.0 fe� - 10.0 feet= 10.0 ft <br /> 2. J Cala�te mound size � i <br /> �UPSLOPE � <br /> a.Deplh d dean sand�upslope edge d rodc layer=3�eet minus�tanoe to�ng layer(C1) <br /> 3.0 ft - 2.0 ft= 1.0 ft <br /> b.Mo�xid height at ihe�slope edge af rodc layer=deQth of cl�an sand for sep�on(G2a) <br /> ��Pslo�e edge P�d�h of rock lay�(1 foot)tio deptlt of oover(1 foot) <br /> 1 ft+1ft+1 ft= 3.0 ft <br /> c.Upslope berm rtnilGpfier based on�and slope(see fgur�D-34) - <br /> Selected berm mul�plie+: 2.78 <br /> d.Upslope widh=berm mulGplier(G2c)�nes t�pslope rtiound height(�2b): <br /> 2.78 x 3.0 ft = 10.0 ft <br /> DOVVIdSLOPE <br /> e.Drop in elevabon=rodc laye�widlh(D2)times peroent landslope(C5)/100 <br /> 10.0 ft x 11.0 96 /100= 1.1 ft <br /> f.Downslope mound heigM=deplh of dean sand fior siope di�erenoe(G2e) <br /> at dow�lope rodc eage qus u�e mou�a negm at n�e�pe edse a rodc I�(2b) <br /> 1.1 ft + 3.0 ft= 4.1 ft <br /> g.Downslope bertn rt�lUplier t�ased on peroent land slope(see Figure D-34 <br /> Selec�ed be�m rrwltiplier: 4.48 <br /> h.Downslope widlh=do�wnslope rt�lier(G29)Umes do�wr�lope moir�d heigh�G2� <br /> 4.48 x 4.1 = 18.4 ft <br /> i.Select greater d G1 and G2h as the damslope width 20.0 ft <br /> j.Tatal maxid wid�is 1he sian d upslope(G2�widlh pk�s rock layer widlh(D2j plus downslope widlh(G2i) <br /> 10.0 ft+ 10.0 ft+ 20.0 ft= 40.0 ft <br /> k.Total mand le�gtl�is�e sun d u�Ope+wi�h(G2�P����(�)P��PsbPe�(� <br /> 10.0 ft + 50.0 ft+ 10.0 ft= 70.0 ft <br /> Final Dimensions sl >196 40.0 ft x 70.0 ft <br /> I hereby ' thaR al been compl�ed in a000rdanoe witl�all�plir,abte adin�oes�rules&laws. <br /> (si�ture) 810(lioense#) 71131'Z007 (date) <br /> Page 2 of 5 <br />