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\ 13TII 11VENUE N. <br /> � <br /> C9 <br /> �\ , � _ _ - - i <br />� � .c8.' ,�� <br /> � , , . „f <br /> � ., � <br /> � � <br /> � � - . . � : <br /> _ _ — � - <br /> . , � <br /> • , � <br /> , ,, - i <br /> ' ✓�' ' � Dashed Line <br /> �, �� �"�' � ' 20' � represents 18" roof ' <br /> �J i I d. overhang <br />' oh�"' �� � ' � '�o� a C0.� � <br /> , , I ��mJe � �- ) I <br /> Roof Downspout System Sizing �=— — " ' � / <br /> Calculation: � ' 20' I1- � <br /> Roof Area: Approx. 1512 �' J'i I �� <br /> TrenchDimensions: 3' de th � <br /> a� wiatn / � ��'s�� r�ll33 � �, <br />' Soil Texture Class'Sand Y �' i/ � �' p�'�N "' '`�9y I <br /> � <br /> Calc. : .96 x 15.12 = h�1 / i � I �^ <br /> 14.52 <br /> (15' Length of Trench�a� � � � <br /> i <br /> i � � <br /> C I WO� � � <br /> \ \` � 2 <br /> ��,� � Note: InFiltration System <br />, L - IS ��___ �_ _ Jo'� � shall be a min. 10' from any I <br /> �= 3� �iB.S.B.L�(1Yp.) m�N downslope property line and , <br /> w ' 4� N S b P 5' from any upslope property ,I <br /> N 6T ' ].ine. <br /> �S� . <br /> 182p,?g � <br /> N 8T04'31" {9 54.20' <br /> � 7 I <br /> � � �� <br /> i_: ' .,dc:u ��; ;v CC;r., :,:i;.e vnth <br /> z-;�����n_r,. SEPA ard d�,scrt:t,cnary permrt <br />�� 21 ��r�,�«�,.�„�s. <br /> r� � 3 ° <br /> E='; -- �t�. <br /> 6,028 S.F. Plann,n� Jc�.. <br /> o.ia nc. CURVE TABLE <br /> MERRILL CREEK PNASES 2, 3 & iHE RIDCE (4) CURVE RADIUS LENGiH DELTA <br /> OWNER: MEiCO CONSTRUC110N LLC. C8 51.00' 31.72' 35'38'09" � <br /> 18913 BOiHEl.L, WASH. 98012 �g 25 00' 8.91' 20'25'42 <br /> 481-0665 <br /> I <br /> I - - -- _ � ,.. <br /> .- . zs <br />