I did some checking and about 300 yards downstream the parish (county) road only has a 4 ft culvert under it. To top this off it has 1/2 ft of sediment at the enterance and over 1 ft at the discharge, which tells me it is laid uphill to the flow. I am SURE a registered Civil Engineer was present during the installation.
So... If there is a 4 ft tar covered steel with 1 ft of sediment under the parish road with less than 1 ft of fill over it... In the viewers honest opinion, would a concrete 4-5 ft culvert installed correctly be enough.
The way I see it the downstream culvert should slow the flow thru mine. I will try to get a picture of the downstream culvert tomorrow.
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