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<br />I <br /> <br />, <br />~ <br /> <br />2. <br /> <br />Dig 20 test pits throughout the proposed site and <br /> <br />test the natural soils for permeability and reaction <br /> <br />1 <br />. <br /> <br />to the salt water. <br /> <br />l <br />, <br />. <br /> <br />3. <br /> <br />Construct two model ponds as shown in Exhibits 3 and <br /> <br />4. The first pond would be constructed on the sur- <br /> <br />face of the ground: It would be constructed as shown <br /> <br />in Exhibit 3 with an impervious membrane liner, a <br /> <br />gravel drain system, and three feet of clay blanket. <br /> <br />The second pond, as illustrated by Exhibit 4, would <br /> <br />be constructed in the natural soil approximately 20 <br /> <br />feet below natural ground surface. Two observation <br /> <br />wells would be installed to monitor the movement and <br /> <br />resulting quality of the water. <br /> <br />4. These test ponds would be operated from June 1, 1983 <br /> <br />until June 1, 1984. Water from the spring would be <br /> <br />transported weekly to maintain water in the ponds. <br /> <br />5. Evaporation and seepage would be monitored to develop <br />design criteria and determine the feasibility of the <br />project. <br /> <br />OC:25as <br /> <br />P6/Lll <br /> <br />CREAMER AND NOBLE ~N..CONSULTING ENGINEERS <br />