Laserfiche WebLink
There will be an on-site kitchen in the Bingo Parlor. It will be a requirement g q ement of the <br /> �.1 Environmental Health Department that all kitchen wastewater flows be directed into a holding <br /> Ltank to be pumped out on a periodic basis. This tank will greatly reduce the potential for septic <br /> system failure from the buildup of grease in the leachfields and seepage pits. The tank must have <br /> an alarm to prevent effluent backup. <br /> The septic system design for the Bingo Parlor will be similar to the other systems servicing the <br /> remaining portion of the Mall. There will be three - 40 foot leachlines with three - five foot <br /> t diameter, 25 feet deep seepage pits at the ends of each leachline for a total of nine pits. The total <br /> L lineal feet of leachline required is calculated as the Base Tank Capacity (BTC), added to the <br /> Average Daily Flow(ADF) of sewage for the Bingo Parlor, multiplied by the Soil Factor (SF): <br /> 1200 BTC + 3000 ADF (w/20% safety factor)=4200 gals X .250 (SF)= 1050 ft of leachline. <br /> Each pit= 110 ft of leachline X 9 pits=990 + (40 ft X 3 lines)= 1110 actual ft of leachline. <br /> The Environmental Health Department will also require the following design considerations for <br /> effluent management from the Bingo Parlor based upon the factors discussed in this report: <br /> There are to be a maximum of 50 seepage pits placed along the back of the property, or wherever <br /> feasible. These pits are to be 33 inches in diameter by 25 feet deep. The effluent distribution <br /> system should be designed to divert and pump effluent from the nine large pits to these smaller <br /> pits. Additionally, the effluent must be distributed equally among these 50 smaller pits. This <br /> diversion procedure will be important during the summer months. Trees and shrubs will be used <br /> in conjunction with these smaller seepage pits to evapotranspire effluent and consume the <br /> ammonium, and to a lesser extent the nitrate molecules found in the effluent. Nitrogen in septic <br /> tank effluent averages approximately 75 percent ammonium and 25 percent nitrogen in the <br /> organic form. A certain percentage of the 75 percent ammonium will be converted to nitrate <br /> within the soil environment. It is difficult to quantify the uptake of ammonium and nitrate <br /> molecules by landscape plants. It is known that ammonium does not accumulate in the plant and <br /> is in fact, somewhat toxic due to its interference with physiological processes. Botanical <br /> research suggests that one large eucalyptus tree may transpire one ton, or 290 gallons of water <br /> per summer day. <br /> 5 <br /> Vafley Ag*search <br />