As used in this chapter, the following terms shall have the meanings indicated:
BASEFLOW
The normally occurring small flow in a stream.
DATE OF ADOPTION
June 15, 1988, or the adoption by County Council of subsequent watershed plan updates.
DESIGN STORM
A statistically determined rainfall event having a specific distribution of rainfall (inches of precipitation) over a specific time interval with an associated frequency.
DETENTION BASIN
A basin designed to retard stormwater runoff by temporarily storing the runoff and releasing it at a predetermined rate.
DEVELOPMENT
Any improvement of one lot or two or more contiguous lots, tracts or parcels of land for any purpose (including the expansion of, or addition to, existing improvements) resulting in the creation of an additional 7,500 or more square feet of impervious land area.
DIRECT DISCHARGE
A stormwater management option which allows for the discharge of the total stormwater runoff flows from a development site through outfalls directly into Ridley Creek.
DISCHARGE RATE
The flow rate at which runoff is allowed to leave a development site.
DOWNSTREAM IMPACT EVALUATION
One of two hydrologic studies which may relieve a developer from implementing the release rate percentage stormwater runoff control criterion.
DRAINAGE
Surface water runoff.
DRAINAGE SYSTEM
Natural features, pipes, swales and other man-made improvements to carry drainage.
EXISTING/PREDEVELOPMENT CONDITIONS
Those conditions which were present on any site prior to the date of adoption of the stormwater management plan or subsequent updates by the County.
FLOW RATE
See "rate of runoff."
FREQUENCY
The likelihood of a storm occurrence developed from recorded events, typically expressed as a return period such as the twenty-five-year storm.
GROUNDWATER RECHARGE
Replenishment of existing natural groundwater supplies.
HYDROGRAPH
A record of the flow rate leaving a site or passing a point in a stream channel with respect to time, and displayed as a graph of flow rate vs. elapsed time or as a listing of flow rates at respective times of occurrence. For the purpose of this chapter, the hydrographs developed as part of the Ridley Creek Stormwater Management Plan shall be used.
IMPERVIOUS SURFACE
A surface which prevents the absorption of water into the ground. All buildings, driveways, roads, sidewalks and any areas in concrete, asphalt, etc., are considered impervious within this definition.
IMPROVEMENT
Any man-made, immovable structure or facility which becomes part of, is placed upon, or is affixed to real estate.
INFILTRATION
The penetration and movement of water through the earth's surface.
MUNICIPALITY
A municipal civil division of the County of Delaware contained wholly or partly within the Ridley Creek watershed.
NORMAL FLOW
See "baseflow."
PEAK DISCHARGE
The maximum rate of flow of water at a given point and time resulting from a specified storm event.
RATE OF RUNOFF
Expression (in cubic feet per second) of the volume of water passing a particular point at defined time intervals as specified by the Act 167 Stormwater Management Plan for the Ridley Creek Watershed.
RELEASE RATE PERCENTAGE
The primary performance standard of the watershed plan which defines the percentage of the predevelopment peak stormwater runoff rate that shall be considered the base runoff rate for a particular site. The specific release rate percentage for each subarea prescribes the percentage of the predevelopment rate of runoff which may leave the site after development.
RETURN PERIOD
A storm event which is expected to occur over specific time intervals (i.e., twenty-five-year storm, which is expected to occur every 25 years, or has a four-percent chance of occurring in any given year). See "frequency."
RUNOFF
Stormwater runoff.
SHARED STORAGE
Facilities which control the stormwater runoff from more than one development site.
STORAGE FACILITY
Any facility used for temporary or permanent storage of stormwater runoff.
STORMWATER MANAGEMENT FACILITIES/STRUCTURES
Any and all elements of stormwater control systems, including basins, swales, pipes, conduits, etc.
STORMWATER MANAGEMENT PLAN
The portion of the development plan which indicates the existing site conditions and method(s) for the postdevelopment control of stormwater runoff in conformance with Act 167[1] and the watershed plan.
STORMWATER RUNOFF
The excess water resulting from a precipitation event which exceeds the amount that can percolate (infiltrate) or be absorbed into the ground, collects in channels and conduits, and is carried by receiving streams.
SUBAREA
One of the 63 subwatersheds contained within the Ridley Creek watershed as indicated on Plate 1 of the Act 167 Stormwater Management Plan for the Ridley Creek Watershed.
SWALE
A low-lying stretch of land which gathers or carries surface water runoff.
WATERSHED
The total drainage area of a stream and its tributaries.
WATERSHED PLAN
Act 167 Stormwater Management Plan for the Ridley Creek Watershed, adopted by Delaware County as required by the Act of October 4, 1978, P.L. 864 (Act 167), and known as the "Pennsylvania Stormwater Management Act."[2]
[1]
Editor's Note: See the Pennsylvania Stormwater Management Act, 32 P.S. § 680.1 et seq.
[2]
Editor's Note: See 32 P.S. § 680.1 et seq.