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area on this embankment where the slope gets as steep as 1.2:1. It may be possible to use the material from the spillway modifications to correct this slope problem. 31-I -- The major problem with this pond is that it does not meet the minimum 10 acre requirement for the tributary area. However, you had mentioned that CDMG may allow this pond to be retained through the submittal of a minor revision. It is assumed that if the minor revision is approved, the pond will still have to meet all other requirements of the two agencies listed above. Therefore, the side slopes on the south and east sides of the pond will have to be reduced since there are areas where the slopes are steeper than 3:1. Also, the spillway will have to be extended and this extension will require erosion control material. The elevation of the spillway crest will need to be reduced by at least 0.99 feet. The material obtained from this spillway modification could be used to correct the steep slopes on the south and east sides of the pond. 7-A -- The elevation of the spillway crest of this pond needs to be reduced by at least 1.7 feet to meet the 4 foot requirement. The spillway also needs to be extended 20 feet below the toe of the dam and this extension will require erosion control material. The side slopes on the south and east sides of this pond will need to be reduced slightly as they are currently about 2.75:1. The spillway modifications will also correct the inadequate residual freeboard • at peak flow that currently exists. A crack in the top of the dam was also observed during the inspection but the depth of the crack could not be determined. 7-B -- The elevation of the spillway crest of this pond needs to be reduced by at least 0.96 feet to meet the 4 foot requirement. The spillway also needs to be extended 20 feet below the toe of the dam and this extension will require erosion control material. The side slope on the east side of this pond will need to be reduced as there is an area which is currently 2.4:1. A crack in the top of the dam was also observed during the inspection. The depth of the crack could not be determined. 7-C -- The elevation of the spillway crest of this pond needs to be reduced by at least 1.28 feet to meet the 4 foot requirement. The spillway also needs to be extended 20 feet below the toe of the dam and this extension will require erosion control material. The side slope near the spillway on the west side of this pond will need to be reduced as there is an area which is currently 2.5:1. 7-D -- The elevation of the spillway crest of this pond needs to be reduced by at least 3.78 feet to meet the 4 foot requirement. This modification will also correct the inadequate residual freeboard at peak flow that currently exists.The spillway also needs to be extended 20 feet below the toe of the dam and this extension will require erosion control material. The side slope of this pond • appear to meet the 3:1 requirement.