Evaluation of Best Management Practices for Highway Runoff Control (2006) / Chapter Skim
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Pages 22-24
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22 3.1 Introduction Most information about LID facilities and their design is contained in the LID Design Manual developed for this project and available on CRP-CD-63. This chapter only summarizes the status of LID and highway systems.
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23 runoff and recharge patterns that preserve the overall watershed resource protection goals. This encourages designers to consider impacts on habitats and sensitive environmental areas rather than just trying to meet a standard discharge rate.
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24 Consequently, swale drainage or overland flow/dispersal tends to be the dominant BMP for the majority of highways. Many of the swale systems have not been optimized for water retention and water-quality treatment.
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