Laserfiche WebLink
Plan View and System Cross Section Page 3 of 5 <br /> Kevin & Katerina Strom <br /> Gallons Per Day 300 Divided by Load Rate 1.00 = 300 Sq. Ft. Cell <br /> Synthetic Covering <br /> ,4s719` C-?.3 Distribution Pips <br /> Medium Sand <br /> 6" Topsoil " <br /> � it F <br /> 3 E D <br /> 1 <br /> Slope 4% <br /> Bed Of Force Main Plowed <br /> Aggregate Slope 4% Layer <br /> (6" Below PIPS)Mound Height D = 1.58 Ft. <br /> E = 1.90 Ft. <br /> F = .80 Ft. <br /> G = 0.50 Ft. <br /> H = 1.00 Ft. <br /> Cell Width A = 8.0 Ft. <br /> Cell Length B = 37.5 Ft. <br /> A"ess Ro. Mound Length K = 10.62 Ft. <br /> L = 58.74 Ft. <br /> Mound Width J = 9 Ft. <br /> fUi1eYal Manifold I = 13 Ft. <br /> -- __ W = 30 Ft. <br /> Observation pipes 1.0 ft. <br /> from each end of cell. <br /> Observatlon Pips <br /> N•r r....—r�rrw..--s--w — wrww w-wwwww wwwr.�ww w <br /> A 1 - o o - - <br /> W ---- ---------w----------- Force Main <br /> Distribution Bed Of '%��— 2 t, <br /> Pige <br /> •I Aggregate , <br /> Obzirvation Pip/ <br /> Pion View 01' Mound Using A Bed Far The Absorption Area <br />