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10/10/YUlY W�ll U�:14 r'AX 61194131Z4 ll�UGLAS SCH��N YK1N'1' 1�009 <br /> k ' <br /> µ� <br /> � <br /> .�: <br /> w, <br /> � <br /> �;. 3. AT-GRADE DU�AENSIONS: <br /> f:: <br /> � <br /> � �� <br /> �pu� �`-� S <br /> ` �Z.c> l�.�J �� <br /> � E��p� Endstop� <br /> �,Y� 2.1 2-� <br /> _ p�/ �UC,� Dispersat Bed: �1.E x 1.F1 � .,5 x f0 � �_r <br /> � � / • <br /> i�; C f. � f Q ' � � �/ <br /> �- � � U C �,�''� <br /> �: 3 Downslope �� � �}1 �O r � <br /> �� g 5'Q,,,,n&1 �i.�� <br /> �- ~ ��o�. � ` S <br /> � Total Lenq[h (2.K) <br /> �.. <br /> y <br /> r4" inspection pipe Note: <br /> - Laamy or sandy loam cover <br /> > � � �� _ materia! must cover media 6' <br /> `� thick, and extend at least 5' <br /> `�. t 2.0 <br /> Downsto (2.G) beyond dispersal bed (rock), <br /> �d cover material plus an additional 6"of topsoit. <br /> ispersa! Bed �rock) <br /> �� 'topsoil <br /> i:. <br /> �' <br /> Q� -36" <br /> �; —--— limi�ig Condition --——————���_ <br /> � �p , ---------_____ - <br /> �. Absorption Bed <br /> �: . Width (1.E) <br /> � o��ZGC� �.2C�0 . <br /> �`: Ncce: /o' cc1 x 3 8 '�C. <br /> �:. <br /> - For 0 to 1�i slopes,.tdso�ptian Width is meawred from the Piprand divided equatly in both directions. <br /> ` For slopes>175,Adtsorpt/an ifndth is measured downhiU from the PYpe. <br /> i` <br /> I���,� C)5� � ��- 1���� � �� �.� <br /> :f. '� <br /> ,. - � � ,, <br /> :;: ��-� <br /> �. .- <br /> Z 1 � <br /> �,` �� x `�.�..� a � _�.��'e- <br /> :�.-� � <br /> y.:.- , <br /> i�: <br /> P:. <br /> x• �^� � �� <br /> i;- <br /> .. - ��� �� ' . <br /> � � <br /> � l <br />