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VA DEQ ESC Inspector Exam Newest Exam / VA DEQ ESC Inspector Exam Preparation/VA DEQ ESC Inspector Practice Exam With Complete Questions And Correct Answers| Brand New Version!

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VA DEQ ESC Inspector Exam Newest Exam / VA DEQ ESC Inspector Exam Preparation/VA DEQ ESC Inspector Practice Exam With Complete Questions And Correct Answers| Brand New Version!

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VA DEQ ESC Inspector Exam Newest
Exam / VA DEQ ESC Inspector Exam
Preparation/VA DEQ ESC Inspector
Practice Exam With Complete Questions
And Correct Answers| Brand New
Version!




VESCP - ANSWERVirginia Erosion and Sediment Control Program

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

,Minimum Standard 1 - ANSWERStabilization

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 - ANSWERStock 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 - ANSWERPermanent 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 - ANSWERFirst-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 - ANSWERassures 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 - ANSWEREarthen 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 - ANSWERTraps 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 - ANSWERminimum 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 - ANSWERsurface 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 - ANSWER1. place near the lowest drainage points of a
project

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

3. stabilize immediately [MS-5]

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

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