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Technical Note 108 <br />Can Urban Soil Compaction <br />Be Reversed? <br />Soil compaction appears to be an inevitable result <br />of current construction practices (see Technical <br />Note 107). The key question is whether it is <br />possible to reverse soil compaction. Numerous soil <br />scientists have evaluated practices that can avoid <br />compaction during construction or <br />reverse it after it occurs (Table 108.1). <br />These practices include selective <br />grading, special construction equip- <br />ment, reforestation, mechanical loos- <br />ening, and the use of soil amend- <br />ments. This note reviews what is cur- <br />rently known about how well these <br />practices work and evaluates their <br />potential as a stormwater management strategy in <br />urban watersheds. The consensus among soil scientists <br />is that alleviating urban soil compaction is a very hard <br />job. Indeed, Randrup (1998) notes that once a soil is <br />compacted, it is extremely difficult to restore its origi- <br />nal structure, particularly if the compaction extends <br />several feet below the surface. <br />The only truly effective tech- <br />nique for avoiding compaction is <br />prevention. <br />gatw..11,21 :ag. W3' '.i.7liAlr: :i ILVi'I.i^ Z11^- ' <br />Techniques to Avoid Compaction During Construc- <br />tion <br />The traditional remedy for soil compaction has <br />been to require contractors to loosen soil by tillage, <br />ripping or other techniques before lawns are estab- <br />lished (much as a farmer plows a field). However, <br />Randrup (1998) could find no significant difference <br />in soil bulk density between Danish construction <br />sites that had been loosened and those that had not. <br />Similarly, Paterson and Bates (1994) found that <br />tilling resulted in only a minor improvement in <br />compaction in urban soils in Washington, D.C. (See <br />Table 108.1). <br />Another common technique for avoiding soil <br />compaction is the practice of selective grading, where <br />only the most critical portions of the site are mass <br />graded, and the remainder of the site is cleared but not <br />graded. Again, neither Randrup (1998) nor Lichter <br />and Lindsay (1994) were able to detect any improve- <br />ment in soil bulk density in the selectively graded <br />construction sites. These soils still experienced ex- <br />tensive compaction by construction equipment, <br />stockpiling and vehicle traffic. The only soils where <br />compaction was prevented were areas that were fenced <br />to exclude all construction activity. <br />In the past several decades, specialized equip- <br />ment has been developed to minimize compaction <br />(e.g., terralifts, and subsoil excavators). Rolf (1994) <br />detected a modest improvement in bulk density <br />Table 108.1: Reported Activities That Restore or Decrease Soil Bulk Density <br />iecrease`in Bulk Densi' <br />(gms /cc) <br />Tilling of Soil <br />Specialized Soil "Looseninc <br />.05to0.15 <br />Soil Amendmen <br />Compost Amendment <br />Randrup, 1998 and Lichter and <br />Lindsey, 1994 <br />Patterson and Bates19 <br />Kolsti et al., 1995 <br />Reforestation <br />0.25 to 0.35 <br />See Technical Note 107 <br />666 <br />Watershed, Protection ..Techniques'. Vol. 3;, No. 2 • January. 2000 <br />