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' <br /> ' <br /> ' <br /> ➢ Drain field — Use In�ltrator Standard Sidewinder Chambers, or equivalent, for the drain <br /> ' field media. This model of chamber is equal to b" 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 �eld area. <br /> 1 <br /> , 7) 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 noti�ed to <br /> ' evaluate the effect of the changes on the wastewater system. Anx chang,es to the desi�n must <br /> be approved by the designer and will be assessed additional design costs. If changes are made <br /> , co 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 /> t � _ <br /> ;.����'-�-��,�,�-.- <br /> ' Kevin J. Kloeppner <br /> Eco Systems Engineering <br /> ' License # 208 <br /> 1 <br /> , <br /> ' <br /> , <br /> ' 3 <br /> ' <br />