2002-P05639 - new septic - Laserfiche WebLink

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r , � M � Low water use facilities should be installed throughout the home, low flow shower heads, low flush toilets, water softner, etc. If there is an Iron filter in the house it must must be diverted out of the system. The rain gutters run off must be diverted away from the system. Due to the soil conditions, this design has no guarantee for long term survival. Use a 1000 gallon trash trap and a 1500 gallon dosing chamber pumping to the Multi - Flo Unit with a timer, pumping 19 gallons every 30 minutes. The effluent will flow gravity from the Multi-Flo to a 1500 gallon pumping chamber which will pressurize the seepage bed. The power supply and switches must be located outside the manhole andpumping chamber in a weather proof enclosure. A warning device must be installed with a light and sound device, this is in case of a pump failure. All neighboring wells are located greater than 100' away from the proposed treatment area. Keep all heavy equipment off of the proposed treatment area before and after construction. The treatment area should be marked off before construction. This Design is not valid & the system will need to be relocated if failure to protect the areas proposed for On-Site Sewage Treatment occurs. Nothing other than human waste, toilet tissue, laundry, showers, water softener etc. should be disposed of into the septic tanks. Iron filters must be diverted out of the system. Recommend to divert the water softner also. Garbage disposals are not recommended, due to adding more solids & fine solids passing through to the system. Excessive amounts of soaps, antibacterial soaps, cleaning agents, shower cleaners used every shower & chlorine agents may kill the bacteria needed to treat septic effluent. Additives are not recommended. Recommend to pump & clean your tanks through the manhole by a certified pumper every 2 years. Check with your pumper to set up a schedule. �-��y.�: � c;� _�„ Steven B. Schirmers 3