We will perform three soil borings on the proposed site. The soil borings will each be advanced to a depth of 65 feet below the ground surface. The borings will be located within the bounds of the property. The borings will be drilled utilizing 3. 25-inch hollow stem, continuous flight augers. The borings will be performed utilizing an atv and/or 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 bentonite powder to one gallon water. Borehole/auger probe abandonment will be performed by tremie-grouting via a positive-displacement pump from the bottom of the borehole/auger probe.

Partner will perform the following tasks for the phase ii subsurface investigation 1. Prepare a site-specific health and safety plan 2. Acquire permits from the district department of energy and the environment 3. Notify miss utility a minimum of 48 hours prior to drilling activities to clear public utilities 4. Perform a geophysical survey on the entire subject property to identify the location of former on-site tankholds and/or existing usts, piping, and/or associated features and to additionally clear boring locations of utilities 5. Advance four borings in the vicinity of the ust location, based on data from the geophysical survey and/or historical records, to a terminal depth of feet below ground surface or groundwater, whichever is more shallow, collecting soil samples continuously to the terminal depth and collecting a grab groundwater sample at the terminal depth 6. Field-screen each soil sample using a photo-ionization detector 7. Prepare up to four soil samples and four groun

1 geotechnical soil boring drilled to feet using a hollow stem auger, creating a boring approximately 6-inch in diameter. Upon completion, it will be converted to a groundwater monitoring well installed to a depth of feet.

1 geotechnical soil boring drilled to feet using a hollow stem auger, creating a boring approximately 6-inch in diameter. Upon completion, it will be converted to a groundwater monitoring well installed to a depth of feet.

1 geotechnical soil boring drilled to feet using a hollow stem auger, creating a boring approximately 6-inch in diameter. Upon completion, it will be converted to a groundwater monitoring well installed to a depth of feet.

Partner will perform the following tasks for the phase ii subsurface investigation 1. Prepare a site-specific health and safety plan 2. Acquire permits from the district department of energy and the environment 3. Notify miss utility a minimum of 48 hours prior to drilling activities to clear public utilities 4. Perform a geophysical survey on the entire subject property to identify the location of former on-site tankholds and or existing usts, piping, and or associated features and to additionally clear boring locations of utilities 5. Advance four borings in the vicinity of the ust location, based on data from the geophysical survey and or historical records, to a terminal depth of feet below ground surface or groundwater, whichever is more shallow, collecting soil samples continuously to the terminal depth and collecting a grab groundwater sample at the terminal depth 6. Field-screen each soil sample using a photo-ionization detector 7. Prepare up to four soil samples and four groun

We will perform three soil borings on the proposed site. The soil borings will each be advanced to a depth of 65 feet below the ground surface. The borings will be located within the bounds of the property. The borings will be drilled utilizing 3. 25-inch hollow stem, continuous flight augers. The borings will be performed utilizing an atv and or 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 bentonite powder to one gallon water. Borehole auger probe abandonment will be performed by tremie-grouting via a positive-displacement pump from the bottom of the borehole auger probe.