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[7] LIMITATIONS <br /> The conclusions of this Soil Suitability Study are based on current <br /> information with respect to the locations of proposed septic <br /> systems, and the highest anticipated depth to groundwater. In <br /> addition, the results of the percolation testing can only be <br /> assumed to be representative of the specific area subsurface <br /> conditions encountered during the percolation tests. Subsurface <br /> soil structures must be verified during excavation by the designing <br /> Engineer-of-Record for each individual septic system. <br /> It is our professional opinion that the findings included in this <br /> study are a reasonable assessment of the current subject site <br /> conditions. This opinion cannot constitute a guarantee or <br /> warranty, either expressed or implied. <br /> Respectfully submitted, <br /> QUALITY CONTROL INSPECTION, INC. <br /> Don Ches ey Jess Wry, P.E. <br /> Director, Environm tal Engineering Division <br /> 7 <br /> a�ualihy Control Inspection <br />