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PRIVATE SEWAGE SYSTEM SIZING REQUIREMENTS <br /> CONTAINED IN WISCONSIN ADMINISTRATIVE CODE CH ILHR 83( 3 ) (c)2 <br /> Proposed Use Units Factor Total <br /> General Seating, Standing Room, <br /> Outside _seating.. 6 , 000 5 gal. 30 ,000 <br /> Clubhouse 1,000 33 gal. 33 ,000 <br /> Lounge 500 9 gal. 4 , 500 <br /> Employees and Dog Handlers 395 20 gal. 7 , 900 <br /> Total Wastewater Flow 75 ,400 gallons <br /> per day <br /> DESIGN OF PRESSURE DISTRIBUTION ABSORPTION AREA <br /> Total Wastewater Flow _ 75 ,400 = 75 ,400 sq. ft . <br /> 1.0 gal / sq. Ft . day 1.0 <br /> Holding Tank Sizing Per ILHR 83 . 18 ( 5 ) (b ) <br /> = Total Wastewater Flow x 5 Day Holding Capacity <br /> = 75,400 x 5 = 377 ,000 gal. <br /> Design of The Absorption Area <br /> For System over 8 ,000 Gallons Per Day <br /> = Required area x .5 x 3 <br /> = 75 ,400 sq. ft . x .5 x 2 = 113 , 100 sq. ft. <br />