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In Ground Plan View ' <br /> 11 0 (Cenn <br /> 000000000000000000000000000000000000000 0000000 <br /> 0000000000000000000000000000000000000000000000 <br /> • 000000000000000000000000000000000000000 0000000 : - <br /> 00000000000000000000000 o000000000 <br /> 00000000000000000000000 0000000000 <br /> .. o000000000000000000000000000000000000000000000 M. AT 000000000 0000000000 '. <br /> •. o000000000000000000000000000000000000000000000 �®�L�1Ji�. o00000000 0000000000 :. <br /> 1 1.00 ft A 3.25 ft 113asal Area Required 281.25 ft2 <br /> K 1 ft B 70 ft JBasal Area Proposed 367.5 ft2 <br /> S 0.00 ft L 72 ft <br /> W 5.25 ft <br /> Basal Area Calculation GeoMat Dis ersal Cell Basal Area Calculation <br /> GPD Loading Rate GPD Loading Rate <br /> 450 1.6 gal/sq ft/day 450 2.00 gal/sq ft/day <br /> -Totall 281.25 ft2 Total 225 ft2 <br /> Proposed 227.5 ft2 <br /> Number of Cells I1 GeoMat Width 3.25 ft <br /> Cell Length _ 70.00 ft Lineal Feet of GeoMat Required 69.2 <br /> Min. Cell Length 69.2 ft Lineal Feet of GeoMat Proposed 70 <br /> Cell Spacing 0.00 ft NOTE:Min S dimension= V <br /> System Elevation 96.25 ft <br /> Limiting Factor 93.61 ft <br /> Separation 2.64 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: KRYSTAL M. BURTON Page 3 of 16 <br />