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SEWAGE TkATMEN i MOUNDS <br /> 1 <br /> ILOAMYSAND CAP <br /> Roc. JARINI; <br /> PERFORATED LATERAL <br /> GRASS CDVER 9�,*S SAND FILL t ` ��, <br /> SR*KTP <br /> �To IF <br /> �. <br /> rtOP501(. . _ Ra(gNENED EAN 'ROCK .. <br /> -- wRF --SUBSOIL <br /> u'E <br /> CROSS ION n b 70 �---. <br /> t ; <br /> 40 <br /> SR • Slope Ratio of horizontal distance per 1.0 toot vErticol s; 'b • 6� � F <br /> s Lo <br /> ndSlope ih percent (feet per tW feet) <br /> - h, • Depth of mound on upslope edgb of rockped <br /> h2 • Depth Of Mound on downslope edge of rock bed <br /> W • Width of rock bed <br /> d, 0 UpslOpe dikeWidth � <br /> d2 • Oownilope dike width ti <br /> •,. „t <br /> I()c AfT <br /> CZ <br /> PIK 'j. i .•r'., <br /> E <br /> PERFORATE 7 Ir > <br /> LATERALS. <br /> 10 x <br /> t <br /> AED AREA I i : : jJ F- 5�� <br /> .. b <br /> •r. L��� y i r D <br /> { h <br /> 1 ,R {, <br /> ,9,911A0 C11) <br /> it <br /> o o <br /> INC � . <br /> 14. <br /> CH <br /> DIKE -----HIO FEET <br /> TOTAL WIDTH <br /> — <br /> r�+ <br /> 1 <br /> , 1�� � tom:,'• <br /> V1q 1 1 �`• ``„ �fltti I, '�,��•,� <br /> .16 <br /> PLAN VIEW <br /> t. <br /> .S t -_} 4 t�1'J • .• ,r�'�. �r 1 <br /> 4' ,..t t.,.tr,, <br />