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Cleanouts shall be installed at each lateral pipe in the mound.They shall be installed in <br /> such a way as to have access to the surface and protected from damage, such as an <br /> irrigation box. <br /> The entire area that is to be used for the drainfield shall be protected from any traffic to <br /> prevent any compaction prior to and during construction. Failure to do so shall result in <br /> this design becoming VOID. At that time the site may have to be tested again or an <br /> alternate site located and testing done. <br /> All neighboring wells are located greater than 100 feet from the proposed drainfield site. <br /> The existing tank must be abandoned because it is to close to the well. <br /> Additives of any kind must not be used along with any chlorine or antibacterial solutions. <br /> They may cause damage to the system. <br /> It is recommended to pump and service the septic tanks every two to three years for <br /> maximum life of the system. <br /> All requirements of this design must be followed in order for the system to perform to the <br /> design capabilities and for this design to be valid. <br /> This design is in compliance with local codes and Minnesota Pollution Control Chapter <br /> 7080 as of the date listed above. <br /> Respectfully <br /> Bob Volkenant <br /> MPCA License#56 <br />