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• by at least 0.96 feet in order to meet the 4 foot requirement. The spillway currently extends 20 feet below the toe of the dam but this extension will require erosion control material. The east and west side slopes need to be repaired since both currently exceed the 3:1 requirement. Cracks in the top of the dam were also observed during the inspection but the depth of the cracks could not be determined. 9/l0-F -- The elevation of the spillway crest needs to be reduced by at least 1.35 feet in order to meet the 4 foot requirement. The spillway also needs to be extended 20 feet below the toe of the dam and erosion control material should be placed in this extension. All side slopes of this pond appear to meet the 3:1 requirement. 9/10-G -- The elevation of the spillway crest needs to be reduced by at least 0.52 feet in order to meet the 4 feet requirement. The spillway also needs to be extended 20 feet below the toe of the dam and erosion control material should be placed in this extension. The side slopes on the east and southwest side of the pond need to be reduced to meet the 3:1 requirement. Currently the east side slopes are as steep as 2.64:1. 9/10-I -- The elevation of the spillway crest needs to be reduced by at least 1.96 feet in order to meet the 4 foot requirement. This modification will also correct the inadequate residual freeboard at peak flow that currently exists. The spillway needs to be extended • 20 feet below the toe of the dam but erosion control material is not required in this extension. The side slopes of the pond meet the 3:1 requirement but the embankment upstream slope is steeper than the 2.5:1 requirement and will require modifications. A crack in the top of the embankment was observed during the inspection but the depth of the crack could not be determined. 9/10-K -- The elevation of the spillway crest needs to be reduced by at least 1.71 feet to meet the 4 foot requirement. This modification will also correct the inadequate residual freeboard at peak flow that currently exists. The spillway needs to be extended 20 feet below the toe of the dam and this extension requires erosion control material. While the majority of the side slopes meet the 3:1 requirement, there is an area on the west side of the pond that has a slope of 1.6:1 that needs repaired. 9/10-L -- The elevation of the spillway crest needs to be reduced by at least 2.04 feet. This modification will also correct the inadequate residual freeboard at peak flow that currently exists. The spillway needs to be extended 20 below the toe of the dam and this extension will require erosion control material. The embankment upstream slope needs to be reduced near the spillway as it is currently 2.25:1. Also, the south side slope of the pond needs to be reduced as it is currently 2.4:1. During the inspection a crack was observed in the top of the embankment but the depth could not be determined. • 9/10-M -- The upstream and downstream embankment slopes need