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The upper ends of the basin must be configured so that inflow minimizes turbulence to promote <br /> sedimentation and prevent resuspension of accumulated sediment and pollutants. 14 1 <br /> Cutoff Trench <br /> Care must be taken when excavating the cut off trench not to expose underlying rock fractures <br /> that may cause leaks and effect the pond's ability to maintain the desired water level as well as <br /> its appearance if multiples uses are planned. <br /> Soils <br /> While infiltration into the soil is desirable for pollutant removal, it should not be to the extent <br /> that it threatens to drain the pond or lower the water level below the designed permanent <br /> volume. (Some drawdown during the summer and draughts is almost inevitable in ponds with <br /> small watersheds such as is expected with detention ponds.) <br /> Soil at the site should be suitable for dam construction. A soils investigation by a qualified <br /> professional is necessary as part of the plans. <br /> Other Permits <br /> Wetlands <br /> If the pond site involves a wetland, the necessary permits must be obtained. This should be <br /> determined as part of the site investigation. <br /> Floodplains <br /> If the pond will be constructed in a designated floodplain the approvals and permits necessary <br /> to place fill will be required. This will usually not be the case since ponds designed and built <br /> under this standard will not be located on streams large enough to have a designated floodplain. <br /> However, maps should be checked to make sure that a floodplain from a larger stream does not <br /> extend up a tributary where the dam is proposed. <br /> Erosion Control <br /> If more than 20,000 square feet will be disturbed, erosion control plan approval and grading <br /> permit will be required. If streets and other improvements are to be made the pond can be <br /> included in the erosion control plan for all the work. <br /> Others <br /> Depending upon the location, size of project, area disturbed, and other factors additional permits <br /> may be necessary, such as an environmental assessment or evaluation, natural areas study, etc. <br /> Shape of the Basin <br /> A long, narrow basin maximizes the length of flow between points of inflow and the outlet <br /> structure. Baffles can be used to increase the flow length where a long basin is not possible. A <br /> baffle near the inlet(s) is necessary to concentrate sediment so that it can be removed <br /> periodically. The shape and dimensions should be such that, for reasons of economy, the pond <br /> above the baffle can be reached by a rubber-tired backhoe to remove and load sediment into a <br /> dump truck for removal to an onsite disposal area. <br /> Depth of Basin <br /> To maximize pollutant capture and treatment at least 25% of the pond should be less than two <br /> DRAFT 7 June 1993 <br />