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• <br />Technical Notes. <br />sands or clays are on the lower end of the range, whereas <br />silts and silt loams are on the high end of the range. <br />Glacial tills, which were compressed by thousands of <br />feet of ice in the last ice age, can have a bulk density <br />ranging as high as 1.6 to 2.0 gms /cc, depending on how <br />much they have weathered. Highly organic soils, like <br />peat, can be as low as 0.3 gms/cc. In general, bulk density <br />increases with soil depth, reflecting the compression by <br />the overlying soil, and the decline in the abundance of <br />soil fauna and organic matter. Figure 107.1 shows a <br />typical profile of how bulk density changes with depth <br />for soils of different land use (Smith, 1999). <br />In contrast, many urban soils and surfaces have <br />much higher bulk densities (Table 107.1). The highly <br />disturbed soils of urban lawns range from 1.5 to 1.9 gms/ <br />cc, while athletic fields and fill soil typically range from <br />1.8 to 2.0 gms /cc. These bulk density values approach <br />the density of concrete (2.2 gms /cc). Soils adjacent to <br />building pads and along the road rights of way are <br />intentionally compacted to meet engineering specifica -' <br />tions, and can range from 1.5 to 2.1 gms /cc, depending <br />0 08 <br />10 <br />20 <br />0 <br />ac so <br />0 <br />40 <br />50 <br />60 <br />Bulk Density (gm /cc) <br />1.2 1.6 2 2.4 2.8 <br />Figure 107.2: Relationship Between Soil <br />Bulk Density and Soil Porosity <br />Table 107.1: Comparison of Bulk Density for <br />Undisturbed Soils and Common Urban Conditions <br />(Compiled from various sources) <br />Urban Lawns <br />Crushed Rock Parking Lot <br />1.5 to 1.9 <br />Urban Fill Soils <br />Athletic Fields <br />1.5 to 2.0 <br />1.8 to 2.0 <br />Rights of Way and Building Pads <br />(85% Compaction) <br />Rights of Way and Building Pads <br />(95% Compaction) <br />1.8 to 2.0 <br />1.5 to 1.8 <br />Concrete Pavement <br />Quartzite (Rock) <br />1.6 to 2.1 <br />2.2 <br />2.65 <br />on local compaction standards and the compressibility <br />of the underlying soil. <br />The Consequences of Compaction <br />The extensive compaction of urban soils has many <br />adverse hydrologic impacts on a watershed. The pri- <br />mary impact relates to the change of porosity within a <br />soil. Figure 107.2 illustrates how soil porosity dimin- <br />ishes as bulk density increases. Porosity is important <br />because it governs the soil's capacity to hold water, <br />infiltrate runoff and allow roots to penetrate. As poros- <br />ity declines, compacted urban soils can produce much <br />more surface runoff than is normally expected for grass <br />or meadow cover. While pervious areas are not gener- <br />ally thought to contribute much stormwater runoff, <br />when urban soils become highly compacted, their <br />runoff response more closely resembles that of an <br />impervious surface, particularly during large storm <br />events. <br />For example, Wignosta et al. (1994) found that <br />compacted soils produced from 40 to 60% of the <br />annual runoff for a small developed catchment, and <br />that the soils had an effective runoff coefficient as high <br />as 0.5. Other researchers have also noted that com- <br />pacted urban soils can have effective runoff coeffi- <br />cients in the 0.2 to 0.45 range (Pitt, 1992, and Legg et <br />al., 1996). While these runoff coefficients are still <br />lower than those commonly reported for completely <br />paved areas (0.50 to 0.99), they are very significant <br />since lawns can comprise as much as 50 to 70% of <br />residential cover. Thus, from a practical standpoint, <br />soil compaction increases watershed runoff and creates <br />Watershed-Protection Techniques •!Vol.. 3, No. 2 • January 2000? <br />