Two soil test boring will be drilled using 2. 25-inch continuous hollow stem flight augers. The borings will extend to a maximum depth of feet below current site grade. The samples will be containerized in glass jars for geotechnical classification and laboratory testing. The boring will be left open for a period of 24 hours to collect groundwater information. Pvc pipe will be inserted into the holes at the completion of drilling. The pvc pipe will be capped to prevent runoff from entering the bore hole. After groundwater reading the borehole will be grouted with bentonite slurry 2 lbs of bentonite to 1 gallon of water and the auger cuttings and all other investigation derived waste id will be containerized in sealed drums as per ddoe permit.

Two soil test boring will be drilled using 2. 25-inch continuous hollow stem flight augers. The borings will extend to a maximum depth of feet below current site grade. The samples will be containerized in glass jars for geotechnical classification and laboratory testing. The boring will be left open for a period of 24 hours to collect groundwater information. Pvc pipe will be inserted into the holes at the completion of drilling. The pvc pipe will be capped to prevent runoff from entering the bore hole. After groundwater reading the borehole will be grouted with bentonite slurry 2 lbs of bentonite to 1 gallon of water and the auger cuttings and all other investigation derived waste id will be containerized in sealed drums as per ddoe permit.