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<br />the mechanisms controlling constituent concentrations. The <br /> <br /> <br />greater overland flow, higher peak discharge, and shorter <br /> <br /> <br />residence time of water in soils in the urban system were <br /> <br /> <br />identified as the primary factors contributing to the observed <br /> <br /> <br />differences between the watersheds. <br /> <br /> <br />The quality and quantity of storm runoff from a regional <br /> <br /> <br />shopping mall in Tallahassee was also examined (Turner and Burton, <br /> <br /> <br />1975). The mall covered approximately 75 acres (30 hal, with <br /> <br /> <br />reported traffic volumes of approximately 8.6 million vehicles <br /> <br /> <br />annually. Table 15 summarizes the concentrations of selected <br /> <br /> <br />constituents of the runoff from the one storm that was sampled. <br /> <br /> <br />Some of the notable features of these data include (1) the very <br /> <br /> <br />large variability in concentrations of nearly all the constituents, <br /> <br /> <br />(2) the relatively high dissolved solids concentrations, (3) the <br /> <br /> <br />high proportions of volatile solids, dissolved organic carbon, <br /> <br /> <br />and particulate organic carbon in the runoff, and (4) the high <br /> <br /> <br />concentrations of phosphorus in the runoff considering the lack <br /> <br /> <br />of a sanitary sewage source. The reasons for the high phosphorus <br /> <br /> <br />concentrations were not determined. <br /> <br /> <br />A recent study concerning the effects of land use on urban <br /> <br /> <br />runoff quality was carried out by Rimer, Reynolds and Nissen <br /> <br /> <br />(1976). Their study utilized the Third Fork Creek drainage area <br /> <br /> <br />in Durham, N.C., and was part of a 208 study for the Triangle J. <br /> <br /> <br />Council of Governments. The study involved the inventory and <br /> <br /> <br />analysis of point and non-point pollution (Pollution Source <br /> <br /> <br />Analysis). Instead of monitoring the drainage basin as a whole <br /> <br />35 <br /> <br />'-- <br />