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.
APPROVING AGENCY
The Talbot County Department of Public Works.
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.
DEVELOP LAND or LAND DEVELOPMENT or DEVELOPMENT
To change the runoff characteristics of a parcel of land in conjunction with construction or alteration.
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.
OFF-SITE STORMWATER MANAGEMENT
The design and construction of a facility necessary to control stormwater from more than one development.
ON-SITE STORMWATER MANAGEMENT
The design and construction of systems necessary to control stormwater within an immediate development.
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.
PUBLIC WORKS
Talbot County Department of Public Works.
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.