Geotextile tube Sample Clauses

Geotextile tube. Along the northern ~1,000 ft transitional shoreline, a sand filled geotextile tube product (22.5 ft in circumference or smaller) will be placed along the existing erosional scarp line and buried by beach compatible sand to provide a last line of defense for this vulnerable section of shoreline. This “geotube” will begin approximately where the rock revetment return section meets the upland/scarp line and extend north to the approximate terminus of the project. This “soft” protection measure (not a typical engineered “hard” rock, concrete, or similar structure) will provide additional erosion protection for the end of the return section (a vulnerable part of any coastal structure) as well the upland undeveloped/vegetated areas. The geotube will be located at the landward limit of the beach (at the base of the erosional scarp) and buried by the sand placement in this transitional shoreline area. • Typically, geotextile tubes are required to be filled with a wet sand slurry. This will be accomplished as follows: upland imported beach fill material will be mixed with seawater in a small xxxxxx (e.g., open top, watertight dump truck box) with a small water pump placed offshore. The small pump will include a float to ensure it remains off the sea bottom, and guards/grills to ensure no marine life is affected by the pump. As the tube is filled, the clear excess water exits the tube through the geotextile perforations and drains into the beach and back to the ocean.
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