We will perform a total of 3 soil borings on the proposed site. The borings will be advanced to a depth of feet below the existing site grades. The borings will be drilled utilizing 3. 25-inch hollow stem, continuous flight augers. The borings will be performed utilizing a truck-mounted drill rig and will generate an approximate 6-inch annulus. After geotechnical exploration is completed, the borings will be backfilled with bentonite slurry, which has a consistency of two pounds bentonite powder to one gallon water.

Nine geotechnical borings drilled to a depth of feet each using 6. 6. 25 o. D. Hollow-stem augers. One temporary groundwater level monitoring well will be installed and removed within two days. No rock coring. All spoils will be containerized, tested, and disposed off-site. All boreholes will be filled with 2:1 bentonite to water grout using tremie placement method.

We will perform a total of 3 soil borings on the proposed site. The borings will be advanced to a depth of feet below the existing site grades. The borings will be drilled utilizing 3. 25-inch hollow stem, continuous flight augers. The borings will be performed utilizing a truck-mounted drill rig and will generate an approximate 6-inch annulus. After geotechnical exploration is completed, the borings will be backfilled with bentonite slurry, which has a consistency of two pounds bentonite powder to one gallon water.

Completion of one soil boring to a depth of 125 feet and a cone penetrometer test to a depth of 1 feet.

Drill 6 borings for soil/groundwater monitoring using geoprobe. Wells will be 25 feet deep and 2 inches in diameter and will be abandoned the same day. Wells will be completed and abandoned as per the attached work plan.