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• the pond which are 2.85:1. A crack was observed in the top of the embankment and the pond appears to be leaking near the toe. 2-B -- The elevation of the spillway crest needs to be reduced by at least 0.84 feet. The spillway needs to be extended 20 feet below the toe of the dam and this extension will require erosion control material. All side slopes of this pond appear to meet the 3:1 requirement. BR-F -- Currently this pond has an 18" culvert installed for the primary spillway. This needs to be removed and a spillway at least 8 feet wide should be installed at an elevation at least 1.32 feet below the bottom of the existing culvert. This new elevation will also correct the inadequate residual freeboard at peak flow that currently exists. This spillway should be extended 20 below the toe of the dam and this extension requires erosion control material. The south side slopes need repaired as they are currently as steep as 1.7:1. 1-C -- The elevation of the spillway crest needs to be reduced by at least 1.97 feet in order to meet the 4 foot requirement. However, when this modification is completed the bottom of the pond and the spillway crest will be the same elevation. Therefore, the pond should be removed or rebuilt as per the permit requirements. U-A -- The elevation of the spillway crest needs to be reduced by • at least 1.8 feet. 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 will require erosion control material. All side slopes of this dam appear to meet the 3:1 requirement. U-B -- The elevation of the spillway crest needs to be reduced by at least 1.99 feet. 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 will require erosion control material. while the majority of the side slopes meet the 3:1 requirement, material' obtained from the spillway modification should be used to repair the west side slope of the pond which is 2.83:1. U-G -- The elevation of the spillway crest needs to be reduced by at least 2.88 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. All side slopes appear to meet the 3:1 requirement. N-C -- The elevation of the spillway crest needs to be reduced by at least 2.48 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. All side slopes appear to meet the 3:1 requirement.