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In Ground Plan View <br /> 000000000000000000000000000000000 0111111 0000000 <br /> 000000000000000000000000000000000000000000000 <br /> 000000000000000000000000000000000000000 0000000 : <br /> 0000000000000000000000000000000000000000000000 OpOpOp0p0p0p0p00000p <br /> . 00000000000000000000000 0000000000 • <br /> • 0000000000000000000000000000000000000000000000 �®1 V7216.t1 000000000 0000000000 <br /> 0000000000000 0000000000 0000 00000 <br /> Calculations <br /> 1 2.75 ft A 3.25 ft 113asal Area Required 300 ft2 <br /> K 1 ft B 25 ft 113asal Area Proposed 325 ft2 <br /> S 1.00ft L 27ft <br /> W 13.00 ft <br /> Basal Area Calculation GeoMat Dispersal Cell Basal Area Calculation <br /> GPD Loading Rate GPD Loading Rate <br /> 300 1 gal/sq 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 2 GeoMat Width 3.25 ft <br /> Cell Length 25.00 ft Lineal Feet of GeoMat Required 46.2 <br /> Min.Cell Length 23.1 ft Lineal Feet of GeoMat Proposed 50 <br /> Cell Spacing 1.00 ft NOTE:Min S dimension= V <br /> System Elevation 97.77 ft <br /> Limiting Factor 95.57 ft <br /> Separation 2.21 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: DEAN B. HILGERS Page 3 of 14 <br />