A Long Island, N.Y., shore property has been experiencing significant ground movement, causing the hill slope to slide toward the Long Island Sound. East Coast Geoservices LLC was retained to perform a series of borings to document the underlying soil and clay.
A
Long Island, N.Y., shore property has been experiencing significant ground
movement, causing the hill slope to slide toward the Long Island Sound. East
Coast Geoservices LLC, out of Huntington Station, N. Y., was retained to
perform a series of borings to document the underlying soil and clay. Using
2 1⁄4-inch hollow-stem augers, borings were conducted on both the uphill and
downhill sides of the silage fault line. The borings, along with soil sampling
and blow counts, document the underlying soil conditions, including the
identification of a 12-foot layer of perched water over the clay uphill of the
fault line. The soil information obtained is being used by the project’s
consulting engineers to evaluate alternative mitigation
proposals.
Geotechnical borings were used to determine the depth and thickness of a clay
layer that is causing a slope to slide toward Long Island Sound. Two borings,
using 2 1⁄4-inch hollow-stem augers, were completed at the subject property. The
first boring was positioned on the top of the slope adjacent to the fault line
of the slide. This boring, which was required in order to determine the
location of the clay layer, was completed to a depth of 75 feet. Clay was
present approximately 73 feet below grade. During the completion of this
boring, blow counts were collected every 5 feet for the first 20 feet, and
every 10 feet for the remainder of the boring. A perched water layer was
encountered approximately 62 feet below grade.
The second boring was located at the top of the bluff, running along the shore
of Long Island Sound. This boring, which was required to determine the
thickness of the clay layer, was completed to a depth of 65 feet. During the
completion of this boring, blow counts were collected every 5 feet for the
first 40 feet, and every 10 thereafter for the remainder of the boring. The
clay layer was encountered approximately 40 feet below grade, and extended past
the end of the boring depth. A perched water layer was encountered
approximately 35 feet below grade. Based on the finds of the borings, engineers
were able to prepare a detailed report on the existing conditions of the slope,
and present alternatives to the landowner for potential mitigation measures to
prevent further sliding.
East Coast Geoservices is a full-service geotechnical company, specializing in
geological and environmental sampling, and ground water monitoring well
installations. The company currently has two AMS PowerProbe sampling systems
that have both direct-push and auger capabilities. The 9100 unit, mounted on a
Bobcat MT-52, is a small unit that is utilized to collect soil and ground water
samples in restrictive space environments. This unit can be taken into wooded
areas without having to clear a path, and inside buildings through 36-inch
doorways. The 9600 unit, situated on a Ford F-550 flatbed truck, is a
heavy-duty machine that can go deeper than the 9100, and utilizes larger augers
– allowing the installation of larger ground water wells at deeper depths. The
9600 unit also has an auto drop hammer, which is utilized to obtain blow counts
needed for geotechnical information.
ND
On the Job: Sampling Required for Slipping Shoreline
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