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Environmental Remediation Drilling
Safety Guidelines
Page 29 of 132
2.11 - Clearance Methodologies cont.
As the stream leaves the nozzle, it expands concentrically, since it is surrounded by atmospheric air. This
high velocity air penetrates the ground to a depth of about a foot, creating a momentary cavity of about a
foot in diameter, in which the soil structure is crumbled.
Hard clays and other very hard soils will be slow during the first several inches of depth, and will produce
increased scatter. But somewhat deeper, where the soil has usually retained greater moisture, the scatter will
reduce, and the excavation rate will improve.
Both dry and wet applications of these technologies can be performed. Both methods have inherent
problems associated with compromising the borehole for collection of environmental samples. Typically,
dry air knifing and vacuum extraction are preferred where soil samples must be collected in the top 5 feet of
profile. Water jetting or wet vacuuming may also compromise future collection of groundwater samples, so
is usually selected for boreholes advanced for remediation wells only.
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