2002-P05665 - septic - Laserfiche WebLink

Home Browse Search

t II include monitoring of the seepage bed for hydraulic overloading. This could be done at the same time the Multi-Flo IS serviced. Lab samples will be needed to test for fecal coliforms, recommend 1 time\a year at a cost of$75.00 to 100.00 per test. Theist tank will be a 1500 g Ion trash trap dosing chamber reversed using the 500 gallons as a trash trap and the 1000 gallons as a dosing chamber (pump #1) which will dose 9.3 gallons every 30 mi utes to the Multi-Flo Unit. The effluent will flow gravity from the Multi-Flo to the 1500 gallon pumping chamber (pump#2) which will pressurize the seepage bed. The power upply and switches must be located outside the manhole and pumping chamr in a weather proof enclosure. A warning device must be installed with a light and so ind device, this is in case of a pump failure. The mitigation plan is to move he well and add additional drainfield if hydraulic overloading would occur and a so by using the 1500 gallon pumping chamber allows the effluent to be stored during peak use and pumped to the system during low water use periods. A timer could als be added to reduce the amount of effluent pumped to the system. A water meter will need to be installed to monitor daily water use. The soils at a depth of 12" have percolation rate of 7.5 mpi. All neighboring wells are located reater than 100' away from the proposed treatment area. Keep all heavy equipment off of tte proposed treatment area before and after construction. The treatment area Should be marked off before construction. This Design is not valid &the system 011 need to be relocated if failure to protect the areas proposed for On-Site Sewage Tretment occurs. 2