2-2" diameter soil borings, using direct-push, will be advaned to feet belw grade for soil sampling. The temporary well will be abandoned in accordance with done well permiit conditions

2-2" diameter soil borings, using direct-push, will be advaned to feet belw grade for soil sampling. The temporary well will be abandoned in accordance with done well permiit conditions

We will perform a total of 2 soil borings on the proposed site. The borings will be advanced to a depth of 75 feet below existing site grades. The borings will be located within the bounds of the private property. The borings will be drilled utilizing 3. 25 inch hollow stem, contious 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 (in accordance with ddoe requirements) with bentonite slurry, which has a consistency of two pounds bentonite powder to one gallon water.

2-2" diameter soil borings, using direct-push, will be advaned to feet belw grade for soil sampling. The temporary well will be abandoned in accordance with done well permiit conditions

2-2" diameter soil borings, using direct-push, will be advaned to feet belw grade for soil sampling. The temporary well will be abandoned in accordance with done well permiit conditions

We will perform a total of 2 soil borings on the proposed site. The borings will be advanced to a depth of 75 feet below existing site grades. The borings will be located within the bounds of the private property. The borings will be drilled utilizing 3. 25 inch hollow stem, contious 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 (in accordance with ddoe requirements) with bentonite slurry, which has a consistency of two pounds bentonite powder to one gallon water.