Well, it is not a "stream" per say. I have (2) bad spots. One I am working on now. This is an overflow from a 2 acre pond. The pond was built by damming up a ravine. So, when the water overflows, there is a small semi-flat area, then down a slope. The semi-flat area has always been too narrow of an area, and the cattle were walking right there perpendicular to the water flow. My solution initially was to add 6-8" limestone rip-rap to reduce the erosion and still have an area for cattle to cross. This held for a few years, but started to erode mainly due to the cattle trail. I am moving the fence now, such that they cross farther down the slope and adding additional rip-rap close to the overflow area. I could not afford additional 6-8 inch, so using 3-5 inch. Should be able to finish this in 1 week.Is the stream too big for a culvert? My experience - anything less than a culvert washes out in the spring. I'd rather build it right and build it once.
The (2nd bad spot) other area is frightening. It is a ravine coming out of a area full of trees that brings a lot (20'wide, 3' deep) of water. I need to cross perpendicular to the water flow on a slope.
In both cases, I do not think a culvert would work ? The water at the top end would always be about 20' wide of an area. So it's not a "stream bed" crossing type situation. I am struggling with this.... cannot even get a concrete truck to either spot even if I could afford it... which I cannot.