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 - What Oil Should I Use? - by Francis Robinson. I keep seein this question pop up over and over again in discussion groups all over the web. As with many things there are often several right answers and a few wrong ones. Some purist I'm sure will disagree to no end with what I will tell you but most of us out here in the real world don't really care do we ? Some of them only bring their noses down out of the air long enough to look down them anyway. If you are like me you are only doing this old tractor stuff because you enjoy it. You
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