We will perform a total of 1 soil boring on the proposed site. The boring will be advanced to a depth of feet below existing site grades. The boring will be located within the bounds of the private property. The boring will be drilled utilizing 3. 25 inch hollow stem, continous flight augers. The boring will be performed utilizing a truck-mounted drill rig and will generate an approximate 6 inch annulus. After geotechnical exploration is completed, the boring will be backfilled (in accordance with ddoe requirements) with bentonite slurry, which has a consistency of two pounds bentonite powder to one gallon of water.

We will perform a total of 1 soil boring on the proposed site. The boring will be advanced to a depth of feet below existing site grades. The boring will be located within the bounds of the private property. The boring will be drilled utilizing 3. 25 inch hollow stem, continous flight augers. The boring will be performed utilizing a truck-mounted drill rig and will generate an approximate 6 inch annulus. After geotechnical exploration is completed, the boring will be backfilled (in accordance with ddoe requirements) with bentonite slurry, which has a consistency of two pounds bentonite powder to one gallon of water.

6 soil borings installed to a depth of 35 feet below existing surface grade, 2. 25 inch diameter, installed using a geoprobe direct-push soil sampler.

We will perform a total of 1 soil boring on the proposed site. The boring will be advanced to a depth of feet below existing site grades. The boring will be located within the bounds of the private property. The boring will be drilled utilizing 3. 25 inch hollow stem, continous flight augers. The boring will be performed utilizing a truck-mounted drill rig and will generate an approximate 6 inch annulus. After geotechnical exploration is completed, the boring will be backfilled (in accordance with ddoe requirements) with bentonite slurry, which has a consistency of two pounds bentonite powder to one gallon of water.

6 soil borings installed to a depth of 35 feet below existing surface grade, 2. 25 inch diameter, installed using a geoprobe direct-push soil sampler.

We will perform a total of 1 soil boring on the proposed site. The boring will be advanced to a depth of feet below existing site grades. The boring will be located within the bounds of the private property. The boring will be drilled utilizing 3. 25 inch hollow stem, continous flight augers. The boring will be performed utilizing a truck-mounted drill rig and will generate an approximate 6 inch annulus. After geotechnical exploration is completed, the boring will be backfilled (in accordance with ddoe requirements) with bentonite slurry, which has a consistency of two pounds bentonite powder to one gallon of water.

We will perform a total of 1 soil boring on the proposed site. The boring will be advanced to a depth of feet below existing site grades. The boring will be located within the bounds of the private property. The boring will be drilled utilizing 3. 25 inch hollow stem, continous flight augers. The boring will be performed utilizing a truck-mounted drill rig and will generate an approximate 6 inch annulus. After geotechnical exploration is completed, the boring will be backfilled (in accordance with ddoe requirements) with bentonite slurry, which has a consistency of two pounds bentonite powder to one gallon of water.