abyssinian well Correct Answers a perforated pipe driven into
the ground for pumping out collected ground water.
area drain Correct Answers a drain for collecting surface water
or rainwater from a basement floor or paved area
backfill Correct Answers to refill an excavation with earth,
stone, or other material, esp. the space around exterior
foundation walls
batter board Correct Answers one of a number of boards set
horizontally with vertical stakes to support the strings outlining
the foundation plan of a proposed building
below grade Correct Answers occuring or situated below the
surface of the ground
bench terrace Correct Answers an embankment constructed
accross sloping ground with a steep drop on the downside
boil Correct Answers an unwanted flow of water and solid
matter into an excavation, due to excessive outside water
pressure. Also called blow.
borrow pit Correct Answers a pit from which sand, gravel, or
other construction material is taken for use as fill in another
location.
, building storm drain Correct Answers a building drain for
conveying rainwater, groundwater, or similar discharge to a
building storm sewer or a combined sewer. Also called house
storm drain
building storm sewer Correct Answers a drain connecting a
building storm drain to a storm sewer, combined sewer, or other
point of disposal. Also called house storm sewer.
catch basin Correct Answers a receptacle for the runoff of
surface water, having a basin that retains heavy sediment before
it can pass into an underground drainpipe
cofferdam Correct Answers a watertight enclosure constructed
underwater or in water-bearing soil and pumped dry to allow
access for construction or repairs.
combined sewer Correct Answers a sewer conveying both
sewage and rainfall drained from roofs and paved surfaces
contract limit Correct Answers a perimeter line established on
the drawings or elsewhere in the contract documents defining
the boundaries of the site available to the contractor for
construction purposes.
controlled fill Correct Answers fill material that is placed in
layers, compacted, and tested after each compaction for moisture
content, depth of lift, and bearing capacity before additional
layers are placed