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VA DEQ ESC Inspector Exam questions with answers,

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VA DEQ ESC Inspector Exam questions
|\ |\ |\ |\ |\ |\




with answers |\




VESCP - CORRECT ANSWERS ✔✔Virginia Erosion and Sediment
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Control Program |\




- Administered by counties/cities (must), towns (may)
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- MUST BE APPROVED
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Minimum Standard 1 - CORRECT ANSWERS ✔✔Stabilization
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permanent or temporary soil stabilization shall be applied to
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denuded areas within seven days after final grade is reached on
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any portion of the site; temporary soil stabilization shall be
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applied within seven days to denuded areas that may not be at
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final grade but will remain dormant for longer than 14 days;
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permanent stabilization shall be applied to areas that are to be
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left dormant for more than one year
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Site NOT at Final Grade - CORRECT ANSWERS ✔✔- stabilize in 14
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days
- temporarily seed
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- mulch
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- permanently stabilize if dormant > 1 year
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,Site at Final Grade - CORRECT ANSWERS ✔✔- stabilize in 7 days
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(recommended immediately) |\




- permanently or temporarily seed and mulch
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- mulch/matting/straw
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Minimum Standard 2 - CORRECT ANSWERS ✔✔Stock Piles, Waste
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and Borrow Areas
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during construction, soil stock piles and borrow areas shall be
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stabilized or protected with sediment trapping measures
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mulch prevents erosion by protecting the surface from raindrop
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impact and silt fence intercepts and detains from disturbed areas
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Minimum Standard 3 - CORRECT ANSWERS ✔✔Permanent
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Vegetation


permanent vegetation cover shall be established on denuded
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areas not otherwise permanently stabilized (permanent
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vegetation shall not be considered established until a ground
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cover is achieved that is uniform, mature enough to survive, and
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will inhibit erosion *there is no % associated with this*)
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reduce erosion and decrease sediment yield from disturbed area
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this is the standard used to verify that a site is ready for release
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of bonds or surety
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,Minimum Standard 4 - CORRECT ANSWERS ✔✔First-Step
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Measures


Sediment basins and traps, perimeter dikes, sediment barriers
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and other measures intended to trap sediment shall be
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constructed as a first step in any land-disturbing activity and
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shall be made functional before upslope land disturbance takes
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place


a certain amount of initial land disturbance may be required to
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provide access for equipment to install the perimeter controls,
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but site clearing and grading should be kept to a minimum until
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the perimeter controls are in place
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intercepts and detains small amounts of sediment from disturbed
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areas during construction operation to prevent sediment from
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leaving the site and decrease velocity of sheet flows and low-to-
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moderate level channel flow |\ |\ |\




Perimeter Controls - CORRECT ANSWERS ✔✔assures that
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sediment does not leave the perimeter of the land-disturbing
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area once site clearing, grading, and construction commences
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Examples: silt fences, sediment traps, sediment basins,
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construction entrance, temporary diversions, diversions |\ |\ |\ |\




Minimum Standard 5 - CORRECT ANSWERS ✔✔Earthen Structure
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Stabilization

, stabilization measures shall be applied to earthen structures such
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as dams, dikes, and diversions immediately after installation
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reduce erosion and sedimentation and reduce damage from
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sediment and runoff to downstream or off-site areas
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Minimum Standard 6 - CORRECT ANSWERS ✔✔Traps and Basins
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sediment traps and basins shall be designed and constructed
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based upon the total drainage area (not just disturbed area) to
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be served by the trap or basin
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Sediment Traps - CORRECT ANSWERS ✔✔minimum storage
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capacity shall be 134 cubic yards per acre of drainage area and
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shall only control drainage areas less than 3 acres
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*stone outlet = trap* |\ |\ |\




Sediment Basins - CORRECT ANSWERS ✔✔surface runoff from
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disturbed areas that is comprised of flow from drainage areas
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greater than or equal to 3 acres shall be controlled by a basin;
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minimum storage capacity of a sediment basin shall be 134 cubic
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yards per acre of drainage area; the outfall system shall, at a
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minimum, maintain the structural integrity of the basin during a
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25-year storm of 24-hour duration; runoff coefficients used in
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runoff calculations shall correspond to a bare earth condition or
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those conditions expected to exist while the sediment basin is
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utilized.

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