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�_ • . . <br />� <br />� <br /> ➢ Drain field — Use Infiltrator Standard Sidewinder Chambers, or equivalent, for the drain <br />� field media. This model of chamber is equal to 6" of sidewall when comparing to a <br /> standard rock trench configuration. Dig five trenches to the lengths, widths, and depth <br />� given in the design spec sheets and drawing details. Place a drop box at the end of each <br /> trench, connecting drop boxes with 4" pvc pipe. Establish a vegetative cover over the <br /> entire drain field area. <br />� <br /> I7) Limitations - Our investigation, layout, design, and recommendations are based on data <br />" submitted. If conditions considerably different from those described in this report are <br /> encountered, we must be notified. If proposed construction is changed, we must be notified to <br />� evaluate the effect of the changes on the wastewater system. Any changes to the design must <br /> be approved by the designer and will be assessed additional design costs. If changes are made <br />� to the design without the knowledge and approval of the designer the design shall be void All <br /> construction is to be in accordance with the ISTS regulations. Pipe type and size, installation <br /> requirements, septic tank construction, and other specifications not depicted in our report are <br />� to conform to ISTS regulations. The installer of the system is to be licensed by the Minnesota <br /> Pollution Control Agency. <br />� <br /> ��,�/` " , <br />� Kevin J. Kloeppner <br /> Eco Systems Engineering <br />� License# 208 <br />� <br />� <br />� <br />� <br />� 3 <br />� <br />