The following definitions are provided for the terms used in
this chapter:
ADMINISTRATION
The Maryland Department of the Environment (MDE) Water Management
Administration (WMA).
ADVERSE IMPACT
Any deleterious effect on waters or wetlands, including their
quality, quantity, surface area, species composition, aesthetics or
usefulness for human or natural uses which are or may potentially
be harmful or injurious to human health, welfare, safety or property,
to biological productivity, diversity, or stability or which unreasonably
interfere with the enjoyment of life or property, including outdoor
recreation.
AGRICULTURAL LAND MANAGEMENT PRACTICES
Those methods and procedures used in the cultivation of land
in order to further crop and livestock production and conservation
of related soil and water resources.
APPLICANT
The owner, including successors in title or interests, of
land which is the subject of an application for development or a permit
to carry out construction of a stormwater management system, facility,
or structure pursuant to this chapter, or a representative of the
owner who has received written authority to act on behalf of the owner.
AQUIFER
A porous, water-bearing geologic formation generally restricted
to materials capable of yielding an appreciable supply of water.
BEST MANAGEMENT PRACTICE (BMP)
A structural device or nonstructural practice designed to
temporarily store or treat stormwater runoff in order to mitigate
flooding and reduce pollution.
CHANNEL PROTECTION STORAGE VOLUME (Cpv)
The volume used to design structural management practices
to control stream channel erosion. Methods for calculating the channel
protection storage volume are specified in the 2000 Maryland Stormwater
Design Manual.
CLEARING
The removal of trees, their stumps, and brush from the land
but shall not include the ordinary mowing of grass.
CONCEPT PLAN
The first of three required plan approvals (concept, site
development and final) that includes the information necessary to
allow an initial evaluation of a proposed project.
COUNTY
Talbot County, Maryland.
COUNTY ENGINEER
The Director of the Talbot County Department of Public Works,
or an authorized representative of the Talbot County Department of
Public Works.
DESIGN MANUAL
The 2000 Maryland Stormwater Design Manual, and all subsequent
revisions, that serves as the official guide for stormwater management
principles, methods, and practices.
DETENTION STRUCTURE
A permanent structure for the temporary storage of runoff
which is designed so as not to create a permanent pool of water.
DIRECT DISCHARGE
The concentrated release of stormwater to tidal waters or
vegetated tidal wetlands from new development or redevelopment projects
in the Critical Area.
DRAINAGE AREA
That area contributing runoff to a single point measured
in a horizontal plane, which is enclosed by a ridgeline.
ENVIRONMENTAL SITE DESIGN (ESD)
Using small-scale stormwater management practices, nonstructural
techniques, and better site planning to mimic natural hydrologic runoff
characteristics and minimizes the impact of land development on water
resources. Methods for designing ESD practices are specified in the
Design Manual.
EXEMPTION
Those land development activities that are not subject to
the stormwater management requirements contained in this chapter.
EXTENDED DETENTION
A stormwater design feature that provides gradual release
of a volume of water to increase settling of pollutants and protect
downstream channels from frequent storm events. Methods for designing
extended detention BMPs are specified in the Design Manual.
EXTREME FLOOD VOLUME (Qf)
The storage volume required to control those infrequent but
large storm events in which overbank flows reach or exceed the boundaries
of the 100-year floodplain.
FINAL STORMWATER MANAGEMENT PLAN
The last of three required plan approvals (concept, site
development and final) that includes the information necessary to
allow all approvals and permits to be issued by the approving agency.
FLOW ATTENUATION
Prolonging the flow time of runoff to reduce the peak discharge.
GRADING
Any act by which soil is cleared, stripped, stockpiled, excavated,
scarified, filled, or any combination thereof.
GUIDE
The Talbot County Stormwater Management Process and Implementation
Guide.
IMPERVIOUS AREA
Any surface that does not allow stormwater to infiltrate
into the ground.
INFILTRATION
The passage or movement of water into the soil surface.
MAXIMUM EXTENT PRACTICABLE (MEP)
To design a stormwater management system to exhaust all reasonable
opportunities to use ESD planning techniques and treatment practices,
and to use structural BMPs only where absolutely necessary.
OVERBANK FLOOD PROTECTION VOLUME (Qp)
The volume controlled by structural practices to prevent
an increase in the frequency of out-of-bank flooding generated by
development. Methods for calculating the overbank flood protection
volume are specified in the Design Manual.
PERSON
The federal government, the state, any county, municipal
corporation, or other political subdivision of the state, or any of
their units, or an individual receiver, trustee, guardian, executor,
administrator, fiduciary, or representative of any kind, or any partnership,
firm, association, public or private corporation, or any other entity.
PLANNING TECHNIQUES
A combination of strategies employed early in project design
to reduce the impact from development and to incorporate natural features
into a stormwater management plan.
RECHARGE VOLUME (Rev)
That portion of the water quality volume used to maintain
groundwater recharge rates at development sites. Methods for calculating
the recharge volume are specified in the Design Manual.
REDEVELOPMENT
Any construction, alteration, or improvement on sites where
existing land use is commercial, industrial, institutional, or multifamily
residential and existing site impervious area exceeds 40%.
RETENTION STRUCTURE
A permanent structure that provides for the storage of runoff
by means of a permanent pool of water.
RETROFITTING
The implementation of ESD practices, the construction of
a structural BMP, or the modification of an existing structural BMP
in a previously developed area to improve water quality over current
conditions.
SEDIMENT
Soils or other surficial materials eroded, transported or
deposited by the action of wind, water, ice, or gravity.
SITE
Any tract, lot, or parcel of land, or combination of tracts,
lots, parcels of land that are in single ownership, or are contiguous
and in separate ownership, where development is to be performed as
part of a unit, subdivision, or project.
SITE DEVELOPMENT PLAN
The second of three required plan approvals (concept, site
development and final) that includes the information necessary to
allow a detailed evaluation of a proposed project.
STABILIZATION
Prevention of soil movement by any of various vegetative
and/or structural means.
STORMWATER
Water that originates from a precipitation event.
STORMWATER MANAGEMENT SYSTEM
The network of ESD planning techniques, ESD practices and
structural practices and conveyance facilities and any other structure
through which stormwater flows, infiltrates, or discharges from a
site.
STRIPPING
Any activity that removes the vegetative surface cover, including
tree removal, clearing, grubbing, and storage or removal of topsoil.
TECHNICAL ADVISORY COMMITTEE or TAC
The government departments and agencies having review and approval authority over aspects of an application for development activities, as defined in Chapter
190, Zoning, Subdivision and Land Development, of the County Code.
VARIANCE
The modification of the minimum stormwater management requirements
for specific circumstances where strict adherence to the requirements
would result in unnecessary hardship and would not fulfill the intent
of this chapter.
WAIVER
The reduction of stormwater management requirements by the
County Engineer based upon specific circumstances of a development.
WATERCOURSE
Any natural or artificial stream, river, creek, ditch, channel,
canal, conduit, culvert, drain, waterway, gully, ravine or wash, in
and including any adjacent area that is subject to inundation from
overflow or floodwater.
WATER QUALITY VOLUME (WQv)
The volume needed to capture and treat 90% of the average
annual rainfall events at a development site. Methods for calculating
the water quality volume are specified in the Design Manual.
WATERSHED
The total drainage area contributing stormwater runoff to
a single point.