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Plan View and System Cross Section Page. 3 of 5 <br /> Bob Merriam <br /> -Gallons Per Day 450 Divided by Load Rate 1.20 '= 375 Sq. Ft. Bed <br /> S,ynthotip Covering <br /> ASTM e33 Distribution Pip* <br /> Medium Send <br /> 6" Topsoil max. o <br /> J <br /> Slope <br /> Slope 5$ Bed Of J <br /> Force Main Plowed <br /> AOOr*oa to Layer <br /> (61, Below Pipe) <br /> Slope 5% <br /> Mound Height D = 1.00 Ft. <br /> Cross Section Of A Mound System Using E = 1.40 Ft. <br /> A God For The AkAerption Area F = .80 Ft. <br /> G = 1.00 Ft. <br /> H = 1.50 Ft. <br /> Bed Width A = 8.0 Ft. <br /> Bed Length B = 47 Ft. <br /> Mound Length K = 10.50 Ft. <br /> L = 68.00 Ft. <br /> Mound Width J = 9 Ft. <br /> I = 13 Ft. <br /> W = 30 Ft. <br /> � 1 <br /> Observation Pipe <br /> A <br /> l <br /> ww--•wwwww-wwwrwww•ww = Force Main <br /> w.— —ww.w�w� —w�•�w�--...I f1?git <br /> Distribution ed Of 'k�— 2 L= <br /> Pipes Aggregate <br /> observation Pipe Permanent Markers <br /> Plan View Of Mound Using A Bed For The Absorption Area <br /> S97-20916 <br />