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SOIL PROFILE INFORMATION <br /> A truck mounted drill rig attempted to auger 4" holes to 25'. This effort was observed by Earnest <br /> Smith and Ryan Lemburg. Refusal occurred at a depth of 12 to 14 inches on Parcel 1 and Parcel <br /> 2. The welded bead on the drill bit was tom off by the dense cemented gravel and clay. The <br /> drilling effort was suspended. <br /> Parcel 1 and Parcel 2 when developed, and the site for the structures are located, may need heavy <br /> equipment to examine the soil to a depth of 25' or to a satisfactory strata to be tested. Heavy <br /> equipment is currently being used to lay a water conduit along Liberty Road, south side. <br /> PERCOLATION TEST INFORMATION <br /> No tests were made on any parcels. See Conclusion Section <br /> CONCLUSIONS/RECOMMENDATIONS <br /> At the time of development of Parcel 1 and Parcel l it is recommended an Engineered System be <br /> installed based on the number of bedrooms proposed or other data that may be more definitive of <br /> the expected daily flow to the leach field(s). Should any new development occur on Parcel 3 an <br /> Engineered System is recommended based on the projected flow to the leach field. <br /> 3. <br />