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Additional Width Stone Cover Stone Base Rise Stone Fill Arch Pipe Span Figure 8.11 Underground storage arch pipe dimensions Stone Fill This check box is used to denote whether additional stone fill is used around the sides of the underground storage arch pipes. By default, no additional stone fill is provided. If stone fill is defined, then the stone fill is assumed to extend outward from the arch pipe to a total width equal to the pipe span (base width) + additional width, as with a rectangular “box-style” excavation (or galley) containing both the underground storage arch pipe and stone fill. If no additional width is specified, then the stone fill extends out equal to the arch pipe span (base width). Stone Cover This entry specifies the cover thickness (ft/inches or m/cm) of the stone fill (pea gravel or equivalent fill material) that is constructed above the underground storage arch pipe and header (if defined), as shown in Figure 8.11. This stone cover is assumed to be as wide as the span (base width) of the underground storage arch pipe and overlays both the arch pipe and any headers (if defined). If an ADDITIONAL WIDTH is specified, then the stone cover width is increased by this amount. This stone cover is then used in calculating the available detention storage area and volume. Stone Voids This entry specifies the void space within the stone fill (pea gravel or equivalent fill material), in percentage. For example, 40% void space means that within 1 ft3 cubic volume of stone fill material, 0.40 ft3 is available for storing stormwater. The default void space is 40%. Underground Storage Chambers Underground stormwater storage chambers, as shown in the following figure, are designed as an open bottom, interlocking, high-density polyethylene infiltration chambers which function in both permeable and non-permeable soils for subsurface retention or detention of stormwater runoff and for a water quality Storage Curves | 305
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