We will perform a total of 4 soil borings on the proposed site to a depth of feet below existing grades. The borings will be located within the bounds of private property. The borings will be drilled utilizing 4. 25 inch hollow stem, continuous flight augers and or mud rotary drilling. The borings will be performed utilizing a truck mounted drill rig and will generate an approximate 6 inch annulus. After geotechical exploration is completed, the borings auger probes will be backfilled with bentonite slurry, which has a consistency of two pounds of bentonite powder to one gallon of water. Borehole auger probe abandonment will be performed by tremie grouting via a positive displacement pump from the bottom of the borehole auger probe.

We will perform a total of 5 soil borings on the proposed site to a depth of 65 feet below existing grades. The borings will be located within the bounds of the private property. The borings will be drilled utilizing 4. 25 hollow stem, continuous flight augers and/or mud rotary drilling. 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/auger probes will be backfilled with bentonite slurry, which has a consistency of two pounds of bentonite powder to one gallon of water. Borehole/auger probe abandonment will be performed by tremie-grouting via a positive displacement pump from the bottom of the borehole/auger probe.