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170    Cha pte r  F i v e

               quality standards. TMDLs include both point source and NPS dis-
               charges that arise from a watershed or the environs of a watercourse
               (Ward and Benaman 1999). The CWA requires development of TMDLs
               for all waters on the 303(d) list by developing restoration scenarios.
               The creation of this list is authorized by Section 303(d) of the CWA.
               The ultimate goal of a TMDL development and implementation can
               be stated as removal of bodies of water from the 303(d) list by attain-
               ing water quality standards. Eventually, the list of impaired bodies of
               water and established TMDLs compiled by states, territories, and
               authorized tribes must be approved by USEPA.
                   These requirements made by USEPA lead to the assessment of
               NPS water quality problems and identification of critical contributing
               areas in several states. For example, in the U.S. state of Pennsylvania,
               Hamlett et al. (1995) identified and ranked critical NPS contributing
               areas on a watershed-by-watershed basis for the entire state. In Vir-
               ginia, Tim et al. (1992) used an integrated approach, coupling a water
               quality computer simulation model and the Virginia Geographic
               Information System (GIS) to delineate critical areas of NPS pollution
               in the Nomini Creek watershed located in Westmoreland County, Vir-
               ginia. Evans and Myers (1990) developed a methodology using GIS
               and DRASTIC to evaluate groundwater pollution potential in regional
               areas larger than 13,000 ha. DRASTIC is a widely used ground-water
               vulnerability mapping method. DRASTIC is named for the seven fac-
               tors considered in the method: Depth to water, net Recharge, Aquifer
               media, Soil media, Topography, Impact of vadose zone media, and
               hydraulic Conductivity of the aquifer (Aller et al. 1987).



          5.2 Watershed Models

               5.2.1  Need for Watershed Models
               The CWA also required states to develop management plans to reme-
               diate NPS pollution problems. With limited resources available (in
               terms of time, labor, and money), it is imperative that control and
               implementation programs focus on critical contributing areas and
               adequately consider the impacts of alternative management, land
               use, and conservation approaches (e.g., conservation tillage, contour
               cropping, strip cropping, and fertilizer management) on NPS pollution.
               Evaluating NPS pollutant reduction effectiveness of alternative man-
               agement, land use, and conservation practices at a watershed scale
               through experiments and monitoring systems is not feasible because
               of the enormous cost, time, and labor involved. Modeling studies
               based on experimental data are often the only viable means of providing
               timely inputs to management decisions with the least cost. Therefore,
               modeling NPS pollutant fate and transport processes at a watershed
               scale is fundamental to addressing contamination of surface and
               ground waters. Watershed-scale NPS models are currently used for a
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