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monitoring were done on a given fue. This may be a <br />result of the incompleteness of our rewrd, or it could <br />reflect the fact that National Foreate could afford to do <br />one or the other kind of monitoring, but not both. The <br />interests of the personnel charged with monitoring <br />may also have determined the type ofmonitoring that <br />was done. <br />Because BAER treatments are generally designed <br />to reduce erosion, sedimentation, and flooding, the <br />moat valuable assessments of treatment effectiveness <br />would be those that actually quantify sediment move- <br />ment and water yield. Relatively few reports mea- <br />suredsediment movement, and virtually none tried to <br />quantify water yield. Methods used for measuring <br />sediment movement ranged from erosion bridges, <br />which measure change in the distance to ground <br />surface from a Fixed suspended bar, to height of ero- <br />sionpedestals ]eft after sediment movement occurred, <br />to sediment traps such as troughs and silt fences <br />installed below hillsides or in small awalea. Erosion <br />bridge results generally proved difficult to evaluate, <br />because sediment was as likely to be deposited on a <br />spot (eroded from above) as removed. Pedestal mea- <br />surement was considered to overstate erosion, be- <br />cause it is measured only in places where sediment <br />lose has obviously occurred and cannot easily be gen- <br />eralized to a larger area. Traps and silt fences pro- <br />vided the most informative results, although their <br />tendency to overtop made many measurements mini- <br />mumestimates rather than actual quantities. In addi- <br />tion, it is difficult to determine the size of the area <br />actually contributing to a trap or fence. If fixed area <br />plots above a trap are used, the plot boundaries may <br />affect sediment movement. Moat reports using these <br />methods did not tell how contributing area was de- <br />termined for the "tons per acre" sediment output <br />calculation. <br />Because monitoring results can become the basis for <br />future management decisions, it is critical that moni- <br />toring efforts and reports be as scientifically credible <br />as possible. Whether defending a decision to seed or <br />explaining why a flood occurred despite BAER treat- <br />ments, Forests need to be able to support their work <br />with good data from their own and other Foreate' <br />monitoring efforts. There is little published research <br />on most BAER treatments. With the limitations of <br />monitoring reports mentioned above, we did not feel <br />that we could evaluate the validity ofmost reports, let <br />alone generalize the results of monitoring done on one <br />Forest to another area. There is a critical needfor more <br />and better monitoringofBAER treatments (discussed <br />further in the Recommendations section). <br />Moat monitoring focused on the moat expensive <br />(stream channel treatments, contour-felled logs), wide• <br />spread(seeding), orcontroveraial(aeeding)treatment <br />applied after a fire. The results from these efforts are <br />USDA Forest Service Gen. Tech. Rep. RMRS-GTR-63. 2000 <br />incorporated into our discussions of specific treatment <br />effectiveness. <br />Treatment Effectiveness <br />The basis for the BAER program is whether treat <br />ments effectively ameliorate poetfire emergency con- <br />ditions without compromising ecosystem recovery. <br />For many treatment methods, effectiveness could only <br />be determined qualitatively. From our interviews and <br />the monitoringreporta, it became apparent that treat- <br />ment success often depended on appropriate imple- <br />mentation (see appendix B) and cooperative poatfire <br />weather. Quantitative dataon effectiveness were avail- <br />able for relatively few treatments. We were able to <br />analyze hillelope treatments in more detail than chan- <br />nel or road treatments. <br />Hillslope Treatments-Increasing infiltration of <br />rain water and preventing soil from leaving the hillslope <br />are considered the most effective methods to slow <br />runoff, reduce flood peaks, retain site productivity, <br />and reduce downstream sedimentation. Mulching and <br />geotextiles were rated the most effective hillslope <br />treatments by our interviewees, because they provide <br />immediate ground cover to reduce raindrop impact <br />and hold soil in place. Poatfire research and monitor- <br />ing reports showed dramatic decreases in eediment <br />movement where mulch was applied (Bautista and <br />others 1996, Faust 1998). However, both methods are <br />relatively costly and are difficult or impossible to <br />install in remote locations (appendix B}. Mulch is most <br />useful near roads or in critical areas at the tope of <br />elopes. Geotextiles are generally applied to small ar- <br />eas, such as road cuts and fills. Aerial seeding and <br />contour-felled logs are the two moat common hillalope <br />treatments. Their effectiveness in reducing erosion <br />had mixed reviews from the published literature, <br />monitoringreports,andinterviewreaulta,eventhough <br />the Forest Service spent over $25 million in the last <br />three decades on each treatment. <br />Little contour•fellingwas implementedin the 1970'x, <br />and only $4 million was spent in the 1980'x. Since <br />then, however, contour-felled loge have gained in <br />popularity as ahillslope treatment. Moat interviewees <br />thought the effectiveness was good or excellent. Moni- <br />toring studies did not evaluate runoff, infiltration, or <br />sediment movement changes due to the contour-felled <br />loge; they only reported sediment storage. Monitor- <br />ing studies indicated that contour-felling could be <br />about 60 percent efficient (DeGraff 1982) and could <br />reduce downslope sedimentation by about 40 to 60 per- <br />cent (Griffith 1989a). Maximum trapped sediment of <br />6.7 yds ac 1 (13 ms ha 1) or about 6.8 t ac 1(17 Mg ha-') <br />by contour-felled loge was reported by Miles and <br />others (1989). McCammon and Hughes (1980), on the <br />other hand, estimated storage at about 72 yds ac 1 <br />47 <br />