A total of 5 borings will be completed utilizing a geoprobe direct push drill rig using a duel tube sampling device. The boring will create a 2. 25 inch anulus. The geoprobe will advance 1 borings to and anticipated depth of 35 feet below ground surface, and 4 borings to an anticipated depth of feet below ground surface. Soils will be screened using a pid and select samples will be selected for laboratory analysis. Following completion of the soil borings holes will be tremme grouted from the bottom to the top using a mixture of powdered bentonite and potable water.

A total of four 6-inch diameter soil test borings 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 grades. The samples will be containerized in glass jars for geotechnical classification and laboratory testing. The borings will be left open for a period of 24 hours to collect groundwater information. Pvc pipe will be installed into the holes at the completion of drilling. The pvc pipe will be capped to prevent runoff from entering the bore holes. After groundwater reading the boreholes 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 will be containerized in sealed drums per ddoe permit.

Drill 8 soil borings using geoprobe to feet for soil sampling. Holes will be 2 inches in diameter. Work to be performed for due dilligence to see if site has been impacted by usts at the property. Bore holes will be abandoned upon sample collection.