I talked to the contractor yesterday. he thinks the 10 ft will stick up too high on the low side. He suggested many things including using old semi trailer, concrete and rebar, and two smaller culverts. He does not know how to actually build the first two, and he suggested that we use two smaller cuverts.
he was thinking about two four foot. I said that that I do not believe they would hold enough flow. I think that we may be able two use two 6ft or 7ft diameter culverts, but my concern is that what extra precautions do you have to install to insure that the material does nt wash out in between the two pipes, I do not want to consistantly be repairing it. It seems that if the water is roaring through the creek that a tremendous amount of force would be placed on the material in the center. He talked to the county engineer also and he said he would drive out and then look at topo maps to see if he could suggest a suitable alternative to one single pipe. He quoted me 450 feet of driveway at 8 dollars a foot, cut in 6 inches deep 2inches of number twos and 4 inches of?? I can"t rememer what that was. He was hesitant to put an actual dollar figure on the placement of the culvert. he wants to do that part by the hour 80 doolars for the trachoe, and 65 for the bobcat. he doesn't think it would take more than 3-4 hours for it but not sure. He said if he quotes an exact dollar it would be relitively high so that he would be protected. This way it will probably be alot cheaper. I think that this guy is honest, he will also be my neighbor when I move there. ANy thoughts on anything would be welcomed. I tell everyone I talk to about this great site, and the wealth of knowledge that is available from all of you.
Mike