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• � F. ABSORP'TION Y�TH Ab�orplion htlo: 2 <br /> 1. llbedplion wl�l►equsls al�sorpdon ra�o times rodc layer widlh <br /> 2.00 x 10.0 ft = Z0.0 ft <br /> G. IIOINO SLOPE rIIDT'H i LFJi�iiH(@a�rrpis 1X) <br /> 1. Downdope abaap6on wid�=abeorpUon wi�h n�rock layer widih <br /> Y0.0 feet - 10A �et= 10.0 ft <br /> � 2 Caiadel�max�d sme � � <br /> UPSLOPE <br /> a Dep�d dean sand at upslope edge d rodc layer=3 feet mirws d'isiarwe�resdicting layer(C1 j <br /> 3.0 R - 2.1 ft= 1.0 ft <br /> b.Motnd heigM at tl�e�Slo�e edge d rodc la�rer=dep�d dean sand ta sepaialion(G2a) <br /> at upebPe ed9e Pk�s dePtl�d rock la�(t tooq b deplh�f oaver(1 foot) <br /> 1 ft+1ft+1 ft= 3.0 ft <br /> a Upslope berm multiplier ba�d an iand siope(see figu�s D-341 <br /> Selected bertn rtwl�pier. 2.55 <br /> d Upelope widlh=berm mulliq'�(G�c)f�es up�ope mound he�G2b): <br /> 2.55 x 3.0 ft = 10.0 ft <br /> DOVVNSLOPE <br /> e.Drop in elevatim=rodc layer wi�(D2)times Peroerd landslope(C�/100 <br /> 10.0 R x 7.0 96 /1p0= 0.7 ft <br /> f.Downslope mowid heigl�t=d�h d de�n sand far siope di�(G2e) <br /> at downslope rodc edge pius fhe mound heigi�at ihe�lope edge of rodc IaYer(2b) <br /> 0.7 ft + 3.0 ft= 3.7 R <br /> g.Oo�wr�pe bertn mu�p�r b�ed on Pement land slope(see Fgwe 0,34 <br /> S�ected berm rt�pGer: 5.26 7%overall <br /> h.Downslope wi�h=downslope m�plie�G29)�es dow�lope rtiound fieigf�G2� <br /> 5.26 x 3.7 = 19.5 ft <br /> i.Select gr+eaper d G1 and G2h as�e dowi�slope�wid� 19.5 ft <br /> J.Tatal mamd widlh is tlte sum of upslope(G�wf�l►P����►l�)P���(�) <br /> 10.0 ft+ 10.0 ft+ 19.5 ft= 39.5 ft <br /> k.Tatal rnound lenglh is the s�xn d�lope wi�h(G?.d)P����(�)P���(��) <br /> 10.0 R + 50.0 ft+ 10.0 ft= 70.0 ft <br /> Final Dlmensions sl >1% 39.5 ft x 70.0 ft <br /> I hereby ' tliad aN wak oorr�pleted'm a000rdanoe vrith aN applic�able ardinanoes�niles&laws. <br /> (signa�ure) 810(lioense#) 6/4lZ007(d�e) <br /> Page 2 of 5 <br />