A conventional septic system is being considered for a hotel in Northern New York. The hotel can accommodate a total of 500 guests in 200 suites when fully occupied, but on average accommodates 200 guests in 150 suites each day. Each suite produces on average 50 gallons of wastewater each day. There is a large flat area with a depth to groundwater of 25 ft available for use, thus size of the drainage field will not be a constraint. You perform a soil percolation test with 15 six-inch bores and determine the mean percolation rate to be 4.8 min/cm. Design the volume of the septic tank and trench length of the leach field (at a trench width of 0.6 m) for this hotel.