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• repaired as they are 2:1 and 1.6:1, respectively. As a result of <br />these slopes the combined embankment slope requirement of 5:1 (SCS) <br />is also exceeded. The spillway needs to be extended 20 feet below <br />the toe of the dam and this extension will require erosion control <br />material. While the majority of the side slopes of this pond meet <br />the 3:1 requirement, there is an area on the south side of the pond <br />where the slope is 2.75:1 that needs repaired. During the <br />inspection a crack was observed in the top of the embankment but <br />the depth could not be determined. <br />26-A -- The spillway of this pond appears to be extended 20 feet <br />below the toe of the dam but erosion control material is required <br />in this extension. The spillway invert currently has riprap <br />installed so the erosion control material required at this point is <br />already satisfied. <br />26-B -- The elevation of the spillway crest needs to be reduced by <br />at least 1.71 feet. This modification will also correct the <br />inadequate residual freeboard at peak flow that currently exists. <br />The spillway is extended 20 feet below the toe of the dam and does <br />not require erosion control material. The embankment upstream slope <br />near the spillway needs to be repaired as it is currently 2.25:1. <br />26-C -- The elevation of the spillway crest needs to be reduced by <br />at least 0.80 feet. The spillway also needs to be extended 20 feet <br />below the toe of the dam and this extension will require erosion <br />• control material. While the majority of the side slopes meet the <br />3:1 requirement, there is an area on the east side of the pond <br />where the side slope is 2.43:1 that will require repair. <br />51E-A -- The spillway needs to be extended 20 feet below the toe of <br />the dam and this extension will require erosion control material. <br />The embankment upstream slope needs to be repaired as it is <br />currently 2.3:1. All of the side slopes of the pond appear to meet <br />the 3:1 requirement. In the process of extending the spillway, the <br />spillway crest should be reduced by at least 0.25 feet to insure it <br />meets the 4 foot requirement. <br />51E-B -- The elevation of the spillway crest needs to be reduced by <br />at least 0.34 feet. The spillway needs to be extended 20 feet below <br />the toe of the dam and this extension will require erosion control <br />material. The side slopes on the south and east sides of this pond <br />need repaired as they currently are as steep as 2.6:1. <br />51E-C -- The spillway needs to be extended 20 feet below the toe of <br />the dam and this extension will require erosion control material. <br />This pond also requires erosion control material at the invert but <br />the pond already has riprap at this point. All side slopes of this <br />pond appear to meet the 3:1 requirement. <br />51E-D -- This pond appear to meet all requirements of the permit <br />and the two agencies with the exception that the portion of the <br />• spillway that extends 20 feet below the toe of the dam will require <br />erosion control material. The invert of the spillway also requires <br />