Construction Site Inspection Checklist
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Is sheet-flow runoff from drainage areas that exceed the design capacity of silt fence (generally 0.25 acre or larger) directed to a sediment pond Is runoff being collected and directed to the sediment pond via the storm sewer system or via a network of diversion berms and channels Is the sediment pond dewatering zone appropriately sized (67 cubic yards per acre of total drainage area) Is the sediment pond sediment settling zone appropriately sized (34 cubic yards per acre of disturbed area) Is the sediment basin designed to be dewatered at the surface through the use of a skimmer or another similar surface water dewatering device Is the sediment basin designed so that the dewatering zone will drain in no less time than 48 hours Have the embankments of the sediment pond and the areas that lie downstream of the pond been stabilized For sediment basins that dewater 100 between storms, is the riser pipe wrapped with chicken wire and double wrapped with geotextile fabric Does the riser have 1-inch diameter holes spaced 4 inches apart, both horizontally and vertically For sediment basins, which dewater 60 between storms, is the diameter of the dewatering hole per plan (see Chapter 6 of Rainwater manual) For sediment traps, is there geotextile under the stone spillway and is the spillway saddleshaped For sediment traps, which dewater 100 between storms, is the dewatering pipe end-capped, no larger than 6 inches in diameter, perforated and double-wrapped in geotextile Is the length-to-width ratio between inlet(s) and outlet at least 2:1 NOTE: If not, a baffle should be added to lengthen the distance..
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