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Test Hole#1 Test Hole#2 <br /> Diameter: 8-inch Depth: 40-inch Diameter: 8-inch Depth: 176-inch <br /> Time Readina Water Drop Refilled Time Readin Water Dro2 Refilled <br /> 8-22 24 - - 8-15 170.0 - - <br /> 8-42 23.8 0.2-Inch - 8-45 173.0 3.0 170.0 <br /> 9-15 173.0 3.0 170.0 <br /> r 9-45 172.5 2.5 170.5 <br /> TUU; 10-15 173.0 2.5 170.0 <br /> Water encountered in the test hole overnight 10-45 173.5 1.5 169.0 <br /> (pre-soak) <br /> 11-15 170.0 1.0 - <br /> hi 11-45 171.3 1.3 - <br /> 12-15 172.4 1.1 - <br /> PERCOLATION RATE: 27.2/in <br /> t <br /> 6.0 CONCLUSIONS AND RECOMMENDATIONS <br /> Based on the review of NLS report, field investigations and laboratory results, TEST <br /> F ' recommends: <br /> • Well is located on up gradient of septic system area. Groundwater can be used for <br /> r; drinking purpose for the proposed uses. <br /> • Deep percolation test results and soil strata at 10 feet - 16 feet depth (which is silt with <br /> sand) indicates this strata may be used for septic system. <br /> • Septic system is located on downstream of proposed well, will have no impacted by <br /> septic system. <br /> • NLS report, groundwater analytical test results, and percolation testing results indicate <br /> site is suitable for the proposed construction. <br /> F1 <br /> F <br /> ti <br /> i <br /> I <br /> 3 <br />