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nature of construction activities resulted <strong>in</strong> removal of silt fences from operation, changes<br />

<strong>in</strong> configuration, or flow diversions result<strong>in</strong>g from <strong>the</strong> progression of construction.<br />

Samples were collected from six specific constructions sites us<strong>in</strong>g silt fences. The<br />

approximate locations of <strong>the</strong> sampl<strong>in</strong>g sites are detailed <strong>in</strong> Figure A2 <strong>in</strong> Appendix A.<br />

Schematic representations of <strong>the</strong> <strong>in</strong>stallation configurations and collection locations are<br />

presented <strong>in</strong> Figures A3 through A17 <strong>in</strong> Appendix A. Two <strong>in</strong>stallations <strong>in</strong>corporated<br />

non-woven fabric and four employed woven fabric.<br />

4.2.1 Sample Collection<br />

Manual grab sampl<strong>in</strong>g with 1-L plastic conta<strong>in</strong>ers was selected as <strong>the</strong> most<br />

appropriate method of sample collection. This method of sampl<strong>in</strong>g requires <strong>the</strong> presence<br />

of <strong>the</strong> researcher and allows <strong>the</strong> opportunity to make operational observations dur<strong>in</strong>g<br />

runoff events. A basic plan of action was <strong>for</strong>mulated; however, variations <strong>in</strong> <strong>the</strong><br />

procedure were necessary s<strong>in</strong>ce <strong>in</strong>dividual ra<strong>in</strong>fall events and site conditions dictated<br />

specific collection methodologies. Depth requirements <strong>for</strong> sampl<strong>in</strong>g could be satisfied<br />

only through runoff created from ra<strong>in</strong>fall events of moderate to heavy <strong>in</strong>tensity and/or<br />

duration. The adequacy of an event was determ<strong>in</strong>ed on site to fully exploit <strong>the</strong> limited<br />

sampl<strong>in</strong>g period. Regardless of difficulties <strong>in</strong> access, every possible precaution and<br />

consideration were exercised to secure <strong>the</strong> most representative sample <strong>in</strong> all cases.<br />

Uncontrolled discharges caused by tears, over-topp<strong>in</strong>g, end-runs, and under-flow failures<br />

were excluded from sampl<strong>in</strong>g.<br />

Each specific sample was assigned an alphanumeric designation <strong>for</strong> identification<br />

and was catalogued accord<strong>in</strong>g to relative position <strong>in</strong> regard to silt fence, <strong>the</strong> site, date, and<br />

time of collection. For <strong>the</strong> sampl<strong>in</strong>g period, February 1 to June 14, 1993, 108 <strong>in</strong>dividual<br />

samples were obta<strong>in</strong>ed <strong>for</strong> seven ra<strong>in</strong>fall events. Additionally, 14 field composited<br />

samples were collected from three events. This <strong>in</strong><strong>for</strong>mation is compiled and presented <strong>in</strong><br />

Tables A1 and A2 <strong>in</strong> Appendix A. Specific <strong>in</strong><strong>for</strong>mation regard<strong>in</strong>g <strong>the</strong> <strong>in</strong>tensity, duration,<br />

or quantity of each ra<strong>in</strong>fall event was not obta<strong>in</strong>ed because of limited equipment on site.<br />

26

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