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_�,.."4<_I`.Ii�,pf Ta�..P'4.I <br /> �:rd 5;:�� 0 1 ; 3 � 5 �� ' � � i�� °: <br /> JPi�.':M'531�.ti �.�� _. _ J. .},�� .!.'_ 3.J� "�' �..� J._�� �.T" �.�v �..�v �, v <br /> !O�T::�OP�'RnC'0 '.�Q -. -.. °� _ z.�Y' ._ :C =."s _._ ... .�' -,*_: <br /> 3. AT-GRADE DIMENSIONS: <br /> Upslope 5.0 <br /> 24 f2.c� <br /> .0 <br /> Endslope Endslope <br /> (2.1) i I �2.1) <br /> 8.0 10.0 75 8.0 <br /> � <br /> N <br /> � <br /> � Downslope 19.0 <br /> �c (2.G) <br /> 0 <br /> � <br /> Total Length (2.K) 91.0 <br /> 4" inspection pipe Note: <br /> Loamy or sandy loam cover <br /> materiat must cover media 6" <br /> Upslope (2.C) 5'0 thick, and extend at least 5' <br /> Downslo e (2.G) 19'0 beyond dispersal bed (rock}, <br /> plus an additionat 6" of topsoil. <br /> " topsoil <br /> 10.0 <br /> Absorption Bed <br /> Width (1.E) <br /> Note: <br /> For 0 to 1% stopes, Abso�ption Width is measured from the Pipeand divided equatty in both directions. <br /> For stopes >1�, Absorptron Width is measured downhitt from the PipP. <br />