and this, we think, would be true even though the rainstorm were unusual and extraordinary.
In this connection, it is also to be observed that the evidence shows that, when the Dickinson Grocery Company building was constructed, the old open ditch which formerly led from near the intersection of Villard street and Second Avenue East was closed. In other words, that building was constructed over part of the old ditch. In its stead, the railroad company constructed two culverts which extend directly east on the south side of Villard street from the intersection of it, with Second Avenue East, approximately 185 feet, where they make an almost right angle turn, due south, for 5 feet, where they empty into a new artificially constructed open ditch, which conveys the water to the iron culvert.
The defendant further denies liability, on the theory that the primary and proximate cause of the flooding and the backing up of the water, which plaintiff claims was the direct cause of his damage, was the inadequacy of the city culverts extending north and south through Villard street, to receive and convey through them the water which naturally drained in that direction, and which necessarily would have to pass through them.
The defendant further maintains that the culverts on the right of way, extending east and west, were of. sufficient capacity to take care of 3 inches of rain on the basin of 168 acres which constituted the drainage district, if it came down in a few minutes. If that contention is true, then, certainly, the city culverts should take care of an inch and a half of rain which fell in not less than 40 minutes, and perhaps the time was longer. It also may be noticed that the combined cross-section area of the city culverts on Villard street is 19 square feet. The combined cross-section area of the railroad culverts on Villard street is 24 square feet But in this connection it may also be noticed that the cross-section area of the iron culvert is only a fraction over 12% feet, as it was in form circular, and its diameter is 4 feet. And this calculation does not deduct from the diameter of the iron culvert for the 4 inches of cement that was on the bottom thereof at its entrance.
It would seem impossible, therefore, for the iron culvert to receive and convey the body of water issuing from either the twin culverts on the railroad right of way, or twin culverts of the city in Villard street, if water were flowing through them to their full capacity.
The evidence, we think, fairly shows that the high-water mark above
