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VA DEQ ESC INSPECTOR EXAM 2025 UPDATED ACTUAL EXAM WITH CORRECT SOLUTIONS.

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VA DEQ ESC INSPECTOR EXAM 2025 UPDATED ACTUAL EXAM WITH CORRECT SOLUTIONS.

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Vak
VA DEQ ESC INSPECTOR,











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VA DEQ ESC INSPECTOR,
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Geüpload op
18 november 2025
Aantal pagina's
31
Geschreven in
2025/2026
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Voorbeeld van de inhoud

VA DEQ ESC INSPECTOR EXAM 2025 UPDATED ACTUAL EXAM WITH CORRECT
SOLUTIONS.




VESCP - (ANSWER)Virginia Erosion and Sediment Control Program



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

- MUST BE APPROVED



Minimum Standard 1 - (ANSWER)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 - (ANSWER)- stabilize in 14 days

- temporarily seed

- mulch

- permanently stabilize if dormant > 1 year



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

- permanently or temporarily seed and mulch

- mulch/matting/straw



Minimum Standard 2 - (ANSWER)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

,VA DEQ ESC INSPECTOR EXAM 2025 UPDATED ACTUAL EXAM WITH CORRECT
SOLUTIONS.




Minimum Standard 3 - (ANSWER)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 - (ANSWER)First-Step Measures



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 - (ANSWER)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

,VA DEQ ESC INSPECTOR EXAM 2025 UPDATED ACTUAL EXAM WITH CORRECT
SOLUTIONS.




Minimum Standard 5 - (ANSWER)Earthen Structure Stabilization



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



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



Minimum Standard 6 - (ANSWER)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 - (ANSWER)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 - (ANSWER)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 - (ANSWER)1. place near the lowest drainage points of a project



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

, VA DEQ ESC INSPECTOR EXAM 2025 UPDATED ACTUAL EXAM WITH CORRECT
SOLUTIONS.




3. stabilize immediately [MS-5]



4. must include outlet protection for basins [MS-11]



Minimum Standard 7 - (ANSWER)Cut and Fill Slopes



roughening the surface of the slope decreases runoff, lowers the velocity runoff, increases water
retention, and leads to better seed germination



slopes that are found to be eroding excessively within on year of permanent stabilization shall be
provided with additional slop stabilizing measures until the problem is corrected



Minimum Standard 8 - (ANSWER)Concentrated Runoff



shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent
channel, flume or slope drain structure



outlets of these drains need outlet protection to prevent erosion from the concentrated flow



size of pipe depends on drainage area



temporarily conduct concentrated stormwater runoff safely down the face of a cut or fill slope without
causing erosion on or below the slope



Minimum Standard 9 - (ANSWER)Water Seeps



whenever water seeps from a slope face, adequate drainage or other protection shall be provided

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