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16/10/2065 16:69 7634988290 RUSTYS PERC TESTING PAGE 05 <br /> G. MOUND SLOPE YVIOTH 3 LENGTH(c�r�br IAm 1�) <br /> 1. Do�slope ebeor{�on wbth=ab�o�pqan wldth minus rodc layer width <br /> 20 fieet - 10 feet= 10 �eel <br /> _._�__,__ <br /> 2. Cal�lale m0un0 size <br /> UPSLOPE <br /> a.ONern�lne d�th of dean send at upslope edge of rodc layer=3 feet minus dlstanoe to restrlctlng layer(C1) <br /> 3 ft - 2 it= 1 feet <br /> b.Mound heipM at the upelupe edge of rodt layer=dep�d daen sar�d fot eepare�on IG2a) <br /> �u�slopa edge Plus Gepth of rocic lay�er(1�oot)�depth of oover(1 Enot) <br /> 1 ft+1it+1 R= 3 feet <br /> .�. <br /> c.Upslope bsm mul�plier bseed on 18nd see flguna D�3�) . <br /> Select bsnn m�tlpller of 286 <br /> d.Up,lope wldlh=beim nwlUpQer(02c)tlmmes up�Ope mound hei�AqG2b): <br /> 28B x 3 ft = 8.0 feet <br /> _...._....._.__ <br /> DOVYNSLOPE <br /> e.Orop in deva�tlon=rodc laye�wid�h(Q2j tlmes PerceM IandaloP,l�1 I 100 � <br /> 10 R x 10 96 1100= 1.0 feet <br /> .�.....� <br /> L Do�lape mowid height=depth of dean and�or sloQe OHFeienoe(G2e) <br /> at downslops►ock edge pus the rtiound hdght at�e upelopa edge of nocic lay'a'CZb) <br /> 1.00 ft + 3 ft; 4.0 feet <br /> g.Do�slope bom+mu�tlpNer based on peioe��t land'lope(aee Fipure D34) 6.67 <br /> h.Da�slope widlh=da�wnalape multlplier(G2s1 times�Ope mound he�haG2P1 <br /> 6.67 x 4.0 = 26.0 feet <br /> i.Selact gnee�er d G1 and G2h�the do+�nslope width 26.0 feet <br /> j.7otal mound widlh Is�e sum o�up�lope(G2d)widtl�plus rodc layer widM(D2)ptus downsbpe width(G7) <br /> 9.0 R+ 10.0 ft+ 26.0 A= 45.0 feel <br /> k.Tatal rtiound Ienglh is the sum of upslope w�lM�(G2d)plus rodc Isye�lenglh(D3) <br /> plus uP�lope wl�h(G2d) <br /> 9.0 R + 62.0 ft+ 9.0 ft= 80.0 feet <br /> Final Dimensions slope>196 45.0 ft x 80.0 ft <br /> I hereby oa�tl(y that I have oompleted�his work in a000rd�wifh all ap�able admanoes,�ules and laws <br /> ��� (signature) 810 (lioense#) ���U G�(date� <br /> P e2of6 <br />