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In Ground Plan View <br /> .: o0000000000 000000000000000°000000000 00°0°0°0°0°0°0°0°0 0°0°0°0000 000000000 00000000 00000 .' <br /> '. °o°o°o°o°o o°o°o°o°o°o°o°oo°000°o°000°00000°000 0 0 0 0 0 0 0 0 0°0 0 0°000�°000°000°g000 .' <br /> .' o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°000000 000°000000 000°000000°000000'0�000 '. <br /> oo°00000000000 0000000 ����. o000000000 <br /> 00000000 000 00 0000000° o000 0 <br /> - _ 1.. <br /> Calculations _ . ,. _ <br /> 1 1 ft A 3.25 ft Basal Area Required 300 ft2 <br /> K 1 ft B 50 ft Basal Area Proposed ft2 <br /> S 0.00 ft L 52 ft <br /> W 25 ft <br /> Basal Area Calculation GeoMat Dis ersal Cell Basal Area Calculation <br /> GPD Loading Rate GPD Loading Rate <br /> 300 1 gausq ft/day 300 2.00 gal/sq ft/day <br /> Totall 300 ft2 Total 150 ft2 <br /> Proposed 162.5 ft2 <br /> Number of Cells I1 GeoMat Width 3.25 ft <br /> Cell Length 50.00 ft Lineal Feet of GeoMat Required 46.2 <br /> Min. Cell Length 46.2 ft Lineal Feet of GeoMat Proposed 50 <br /> Cell Spacing 0.00 ft NOTE:Min S dimension= 1' <br /> System Elevation 96.5 ft <br /> Limiting Factor 94.2 ft <br /> Separation 2.3 ft 2'Min <br /> Directions: <br /> Play with cell length to get desired cell spacing, length and width. Remember system SHOULD be longer than it is <br /> wide. It must also Satisfy basal loading rate and GeoMat cell loading rate. <br /> Project: PEGGY LEWIS Page 3 of 13 <br />