Soil moisture-monitoring equipment is difficult to install in poorly consol
idated sand or sediments using hand tools because the loose material tends
to collapse. The technique described herein uses a 5,5-hp wet/dry vacuum cl
eaner, powered by a portable gasoline generator, to remove the soil white a
n operator pushes a conductor pipe or casing into the profile. After initia
ting the hole using a hand bucket auger, an open-ended metal pipe or polyvi
nyl chloride (PVC) casing is inserted vertically into the shallow hole. A s
maller tube, or stinger, attached to a wet/dry vacuum is inserted into the
pipe to extract loose material while downward pressure is applied on the pi
pe. Once the casing is installed, instrumentation such as lysimeters, gypsu
m blocks, or tensiometers can be placed at the desired depth and backfilled
with native soil. The casing is then raised and the soil allowed to collap
se around the equipment, or the pipe can be left in place for neutron probe
access. Measurements of soil water content after an infiltration experimen
t demonstrated uniform downward movement with minimal preferential now or s
oil disturbance as a result of the vacuum installation of gypsum blocks and
a neutron access tube.