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2 <br /> mate location of the holes are shown on the accompanying Parcel <br /> Map. <br /> A percolation rate of 120 minutes per inch for Parcel A is <br /> the result of the test. Groundwater was encountered at a depth <br /> of 5 feet below natural ground level. The percolation test result <br /> is less than the minimum requirement of 60 minutes per inch which <br /> is the county standard. <br /> Also, two drain trenches were noted within the proposed <br /> boundaries of Parcel A and are located at the approximate loca- <br /> tion shown by the dashed lines on the accompanying Parcel Map. <br /> The longer than standard percolation rate of 120 minutes <br /> per inch per hour, together with groundwater at a depth of 5 feet <br /> below natural ground level and the presence and location of the <br /> two drain trenches indicates special considerations will be ad- <br /> visable in developing the sewage disposal facility on Parcel A. <br /> ;f%"2z�, <br /> Walter E. Curtis <br /> Attachments: <br /> Field Notes sheet <br /> Parcel Map <br />