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VA DEQ ESC INSPECTOR EXAM WITH CORRECT ACTUAL QUESTIONS AND CORRECTLY WELL DEFINED ANSWERS LATEST 2025 ALREADY GRADED A+

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VA DEQ ESC INSPECTOR EXAM WITH CORRECT ACTUAL QUESTIONS AND CORRECTLY WELL DEFINED ANSWERS LATEST 2025 ALREADY GRADED A+

Instelling
VA DEQ ESC
Vak
VA DEQ ESC

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1|Page



VA DEQ ESC INSPECTOR EXAM WITH CORRECT
ACTUAL QUESTIONS AND CORRECTLY WELL DEFINED
ANSWERS LATEST 2025 ALREADY GRADED A+
VESCP - (answers)Virginia Erosion and Sediment Control Program



- Administered by counties/cities (must), towns (may)

- MUST BE APPROVED



Minimum Standard 1 - (answers)Stabilization



permanent or temporary soil stabilization shall be applied to denuded areas
within seven days after final grade is reached on any portion of the site;
temporary soil stabilization shall be applied within seven days to denuded areas
that may not be at final grade but will remain dormant for longer than 14 days;
permanent stabilization shall be applied to areas that are to be left dormant for
more than one year



Site NOT at Final Grade - (answers)- stabilize in 14 days

- temporarily seed

- mulch

- permanently stabilize if dormant > 1 year



Site at Final Grade - (answers)- stabilize in 7 days (recommended immediately)

- permanently or temporarily seed and mulch

,2|Page


- mulch/matting/straw



Minimum Standard 2 - (answers)Stock Piles, Waste and Borrow Areas



during construction, soil stock piles and borrow areas shall be stabilized or
protected with sediment trapping measures



mulch prevents erosion by protecting the surface from raindrop impact and silt
fence intercepts and detains from disturbed areas



Minimum Standard 3 - (answers)Permanent Vegetation



permanent vegetation cover shall be established on denuded areas not otherwise
permanently stabilized (permanent vegetation shall not be considered established
until a ground cover is achieved that is uniform, mature enough to survive, and
will inhibit erosion *there is no % associated with this*)



reduce erosion and decrease sediment yield from disturbed area



this is the standard used to verify that a site is ready for release of bonds or surety



Minimum Standard 4 - (answers)First-Step Measures

,3|Page


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



a certain amount of initial land disturbance may be required to provide access for
equipment to install the perimeter controls, but site clearing and grading should
be kept to a minimum until the perimeter controls are in place



intercepts and detains small amounts of sediment from disturbed areas during
construction operation to prevent sediment from leaving the site and decrease
velocity of sheet flows and low-to-moderate level channel flow



Perimeter Controls - (answers)assures that sediment does not leave the perimeter
of the land-disturbing area once site clearing, grading, and construction
commences



Examples: silt fences, sediment traps, sediment basins, construction entrance,
temporary diversions, diversions



Minimum Standard 5 - (answers)Earthen Structure Stabilization



stabilization measures shall be applied to earthen structures such as dams, dikes,
and diversions immediately after installation

, 4|Page


reduce erosion and sedimentation and reduce damage from sediment and runoff
to downstream or off-site areas



Minimum Standard 6 - (answers)Traps and Basins



sediment traps and basins shall be designed and constructed based upon the total
drainage area (not just disturbed area) to be served by the trap or basin



Sediment Traps - (answers)minimum storage capacity shall be 134 cubic yards per
acre of drainage area and shall only control drainage areas less than 3 acres



*stone outlet = trap*



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



Sediment Trapping Devises - (answers)1. place near the lowest drainage points of
a project



2. install as a first-step measure [MS-4]

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Instelling
VA DEQ ESC
Vak
VA DEQ ESC

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Aantal pagina's
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