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. . F. ' ABSORPTION MIDI'H Abtorptlon ratlo: 2 <br /> 1. Abeoip�on wid�equals abeo�ption ralio limes rodc Naye�widlh <br /> 2.00 x 10.0 fl = Z0.0 ft <br /> G. IIOIND BLOPE INDTH�LENGiH�Cs1NIK/IM 1�fi) . <br /> 1. Oa�ope sbsorpGon wid0�=ab�orpGon wi�mir�us iock Nayer rridlh <br /> 20A feet - 10.0 feet= 10.0 ft <br /> 2. Ceiaiale maxid si�e � � <br /> UPSLOPE <br /> a Deplh d dean sand at upslope edge d rodc laye�=3 feel mews dstanoe to res�ric�ng laye�(C1) <br /> 3A fl - 2.1 ft= 1.0 ft <br /> b.l�loind heigik at the upelope edge d nodc la�er=dePih d dean sand�or separa�on(C�2a) <br /> g�P�Pe�P�deP����(1 toot)'tio depih d ao�ver(1 foot) <br /> �ft+1ft+1 ft= 3.0 ft <br /> c.Upslope berm rt�ip6er based an iand sbPe(ses frg�e D-34) <br /> se�e�d eenn m�ldp�: �� <br /> d Upelope wi�h=be�m rt�6ex(Glc)�es up�ope naund h�ht(G2b): <br /> 2.55 x 3.0 ft = 10.0 ft <br /> DOWNSLOPE <br /> e.Drop�elevation=rodc layer wi�h(D2)times peraent laridslope(C5)/100 <br /> 10.0 ft x 14.0 % /100= 1.4 ft <br /> f.Daw�iope motmd height=deplh d dean sand fa slope a�erenoe(G2e) <br /> at downslope rodc edge ph�s the rriound heigtd at Ihe�lope edge d rock IaY'e�(2b) <br /> 1.4 ft + 3.0 ft= 4.4 ft <br /> 9•Dawnslope berm muMiPC�er ba�ed on PeroerK land slope(see Figi�re D34 <br /> seleaea bem,rt�ltlpfier s.25 s96 ove�aN <br /> h.DownSlope wi�Nh=downslope rtiul�(C�9)�nes down�ope max�d heigh�G2� <br /> 625 x 4.4 = 27.5 ft <br /> i.Select g�ealer d G1 and G2h as ihe dowr�slope wid� 27.5 ft <br /> J.Tota�moinid widlh is u�e sun of u�ope(G2c�wi�vws���(�?v���(�) <br /> 10.0 ft+ 10.0 ft+ 27.5 ft= 47.5 ft <br /> k.Tatal rnowid length is Uie swn oI upslape wid�(G2dl P���Y��(D3)P��P�Pe�(�) <br /> 10.0 ft + 50.0 ft+ 10.0 ft= 70.0 ft <br /> Final Dimensbns >196 47.5 ft x 70.0 ft <br /> I hereby aerMy Uia�aH wak has been c�omple4ed in a000idanoe wilh aN applicable a�artoes,Nles&laws. <br /> (signahu�el 810(lioense#) 6/4/2007(date) <br /> Page 2 of 5 <br />