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Erosion and Sediment Pollution Control Program Manual.pdf

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CHAPTER 11 - STABILIZATION METHODS AND STANDARDS<br />

GENERAL - As soon as slopes, channels, ditches, <strong>and</strong> other disturbed areas reach final grade they<br />

must be stabilized. Upon completion or temporary cessation of the earth disturbance activity in a<br />

special protection watershed, that portion of the project site tributary to the special protection waters<br />

must be immediately stabilized. In all other watersheds, cessation of activity for at least 4 days requires<br />

temporary stabilization. Keeping stabilization current with earthmoving is recommended for all projects,<br />

regardless of watershed classification. This chapter is intended to provide guidance <strong>and</strong> specifications<br />

for stabilization as well as information that is useful in achieving stabilization in the least amount of time.<br />

PA DEP<br />

SURFACE ROUGHENING is the practice of providing a rough soil surface with horizontal depressions<br />

for the purpose of reducing runoff velocity, increasing infiltration, aiding the establishment of vegetation,<br />

<strong>and</strong> reducing erosion. Surface roughening should be applied to slopes 3H:1V or steeper unless a<br />

stable rock face is provided or it can be shown that there is not a potential for sediment pollution to<br />

surface waters. For roughened surfaces within 50 feet of a surface water, <strong>and</strong> where blanketing of<br />

seeded areas is proposed as the means to achieving permanent stabilization, spray-on type blankets<br />

are recommended. Details for stair stepping, grooving, <strong>and</strong> tracking are provided below.<br />

Stair step grading, as shown in Figure 11.1, may be conducted on slopes having bedrock soft enough<br />

to be ripped by a bulldozer. It is appropriate for cut slopes 3H:1V or steeper that will not be mowed.<br />

Wherever stair step grading is used, the size of the horizontal cut should exceed that of the vertical cut<br />

by at least 10 inches. Individual vertical cuts should not exceed 30 inches in soft materials or 40 inches<br />

in harder rock. The horizontal cut should be graded toward the vertical cut (i.e. into the cut).<br />

363-2134-008 / March 31, 2012 / Page 260

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