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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Today's Featured Article - Bad Vibes - by Curtis Von Fange. One of the strangest ways to communicate with our tractor is to ask it how it feels. "Ask it how it feels," you say? Yup, ask it how it feels. Now, as with the other articles in this series one has to be able to hear what 'ole blue' is trying to say in response. The nice thing about our old iron friends is that they are usually quite consistent in their response, rather unlike some people I know who might change what they say due to the weather or other mitigating circumstances. But since t
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