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Figure 1: View from Sheehan Hall of
initial stages of excavation.
Figure 2: Looking into the Quad from Bartley Hall. Contractors are beginning to excavate the lower infiltration bed.
Figure 3: Continued excavation of lower infiltration bed. Chalk outline denotes perimeter of the bed.
Figure 4: The excavation of the central infiltration bed nearing completion.
Figure 5: Illustration of the infiltration beds with the #4 Baffle Stone in place.
Figure 6: Another view of the infiltration beds with the #4 Baffle Stone.
Figure 7: Notice the filter fabric separating the underlying soil from the stone.
Figure 8: Moisture meters after installation in soil wall just below base of infiltration bed.
Figure 9: Moisture meters at varying depths in soil wall.
Figure 10: A lysimeter prior to installation.
Figure 11: Layout of installed lysimeters at the base of the infiltration bed.
Figure 12: Final grading prior to the pouring of the pervious concrete.
Figure 13: First pour of pervious concrete. A drum roller was used for compaction and finishing.
Figure 14: View of the first day’s pour. Note the plastic covering on completed areas.
Figure 15: Second day of pouring.
Figure 16: Last day of pouring. Reinforcement used for standard concrete.
Figure 17: Overhead view of completed project.
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