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' j" <br /> The test results and comments are furnished as follows: <br /> REQUIRED AREA <br /> LOT NUMBER SHALLOW HOLE PERC RATE OF LEACH FIELD <br /> 1. See Engineered PIan NIA See plans <br /> 2. Yes 13.1 min/in 8,000 SF <br /> 3. See Engineered Plan N/A See plans <br /> 4 Yes 5.4 min/in 6,000 SF <br /> 5 Yes 27.8 min/in 10,000 SF <br /> 6 Yes 6.6 min/in 6,000 SF <br /> 7 Yes 15.6 min/in 8,000 SF <br /> 8 Yes 11.3 min/in 8,000 SF <br /> 9 Yes 9.2 min/in 6,000 SF <br /> 10 Yes 4.1 min/in 6,000 SF <br /> 11 Yes 20.8 min/in 8,000 SF <br /> CONCLUSIONS <br /> The large lots (80 acres) offers numerous locations for future construction of residences. The <br /> locations selected for testing were determined by trial and failure. Repeated excavation of holes �> <br /> was made until the 42" depth was achieved on each lot, except Lot 1 and 3. This may or may not <br /> be near the actual location selected by the future owners. Several options exist for the future <br /> owners as listed below: <br /> 1. Construction of a pressure system where the effluent may be used for irrigation. <br /> 3. <br /> E <br />