Laserfiche WebLink
The manifold and supply line pipe must have back drainage to the pumping chamber. <br /> The distribution pipes shall have their ends capped. Be sure the rock and sand filf <br /> material are clean. The sod layer below the entire mounded area must be turned over, <br /> just break up the sod, be sure not to over work. <br /> If the tanks have less than 2' of cover, the lids, risers & maintenance hole covers must <br /> be in�ulated to a value of R10. <br /> Cleanouts for each later must be insta{led & be accessible from finish grade in an <br /> irrigation box with a ball �alve. <br /> All neighboring wells are located greater than 100' away from the proposed treatment <br /> area. <br /> If a garbage disposal is used, an effluent screen will be needed in the 2nd tank. <br /> Keep all heavy equipment off of the proposed treatment area before and after <br /> construction. The treatment area should be marked off before construction. This <br /> Design is not valid & the system will need to be relocated if failure to protect the areas <br /> proposed for On-�ite Seuvage Treatment occurs. <br /> MANAGEMENT PLANS: <br /> The tanks need to be pumped every 2 years. Check with your pumper to set up a <br /> schedule. <br /> �ystem inspected for wet areas by owner & or Inspector as determined by the loca► unit <br /> of government. <br /> Any other requirements as determined by the locat unit of government <br /> With proper installation and maintenance, this system should have no problem in <br /> treating septic efflue�nt effectively. <br /> 2 <br />