Stanton-White Dredging Co. v. Braden

208 S.W. 598, 137 Ark. 127, 1919 Ark. LEXIS 443
CourtSupreme Court of Arkansas
DecidedJanuary 27, 1919
StatusPublished
Cited by6 cases

This text of 208 S.W. 598 (Stanton-White Dredging Co. v. Braden) is published on Counsel Stack Legal Research, covering Supreme Court of Arkansas primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Stanton-White Dredging Co. v. Braden, 208 S.W. 598, 137 Ark. 127, 1919 Ark. LEXIS 443 (Ark. 1919).

Opinion

HUMPHREYS, J.

Appellee instituted suit against appellant in the Hempstead Circuit Court to recover damages on account of the alleged negligent damming up of Ozan Creek by appellant so as to overflow and destroy crops on the southwest quarter of the southwest quarter of section 20, township 10 south, range 25 west in said county, which appellee had leased from the owner, G-. S. Smith. It was alleged that appellant negligently dammed up said creek while digging a drainage ditch and building a dam, under contract with Ozan Drainage District No. 1, of Hempstead County, Arkansas.

Appellant filed answer denying the material allegations in the complaint.

The cause was submitted to a jury upon the pleadings, evidence and instructions of the court. The jury returned a verdict against appellant for $200, upon which a judgment was rendered. Under proper proceedings, an appeal has been prosecuted to this court.

Appellant, a Mississippi corporation, took over by assignment a contract of E. J. Hahn, of Little Rock, Arkansas, with the commissioners of Ozan Drainage District No. 1 of Hempstead County, Arkansas, to construct a drainage ditch and continuous dam on the south side thereof. The ditch and continuous dam on the south side thereof were for the purpose of catching and carrying away all waters that drain into the ditch from the lands north of it, so that the natural drains on the south side, of the ditch and dam would not be burdened with the accumulation of waters from the lands on the north side of the ditch. This would have the effect of draining a large area of land on each side of the ditch which was included in the improvement district. The general course of the ditch was from west to east and crossed Ozan Creek some five or six times. It was dug with a dredge boat, which floated on the water carried in the ditch and obtained by damming Ozan Creek wherever the ditch crossed it. The ditch began about two miles west of appellee’s land and crossed Ozan Creek at right angles the last time before reaching the land about one-half mile west of it. In order to prevent the water in the ditch, which was floating the dredge boat, from escaping when the ditch reached said creek, a dam was placed across the creek, which constituted a part of the continuous dam or levy on the south side of the creek. The ditch had been dug to a point some twenty or thirty yards into the land in question at the time the waters overflowed its banks. Where the ditch first crossed Ozan Creek some two miles to the west of the land, a temporary spill-way had been put in the dam erected across it for the purpose of allowing surplus waters caused by rains to escape down the natural channel. On account of a shortage of dirt, an opening was left in the dam west of the creek where the ditch last crossed it before entering appellee’s land, which served as a spill-way for a part of the surplus water to run out and into the channel seventy-five feet below the dam erected across the creek. No temporary spill-way to care for surplus waters was built in the dam placed across Ozan Creek where the ditch last crossed it before entering the land. The ditch was built in June, during the rainy season. When the rains came, more water ran into the ditch than could be accommodated by the temporary spill-way aforesaid, and it forced its way down the ditch and, at the end thereof, overflowed the banks and flooded the crop of appellee. The crop was submerged from two to three weeks on this account and damaged, according to witnesses, ranging in amount from $100 to $600. No point is made that the damages assessed were excessive, so we deem it unnecessary to set out the evidence of the several witnesses on that point. The evidence detailed by the several witnesses responsive to the real issue in the case is, in substance, as follows:

Appellee testified that appellant dammed up the creek and turned all the water into the incomplete ditch, which had entered his land eighteen or twenty yards; that it made no provision to care for the waters of the creek after they entered the ditch; that the dam across the creek came to the top of the ditch and there was no spill-way for the waters to get out when the ditch was full; that the rains were not unusual; that, if the dam had not been built across the creek, the water would have gone on in its natural course; that the dam was built up to the top of the bank of the ditch and, if a spill-way had been left, the ditch could have been filled, so as to float the dredge boat, and the rest of the water would have gone down the creek; that it was necessary for appellant to have water to float the dredge boat in constructing the ditch; that, after his land was overflowed, he tried to get the contractor to cut the dam and allow the waters to recede, which he refused to do, and placed a guard there to prevent anyone else from cutting it.

R. A. Oarrigan testified that they dammed the old creek when they crossed it with a dam seven or eight feet high above the ground and that no spill-way was left in it; that appellant had to have water in the ditch to proceed with the construction thereof with the dredge boat, and, in order to get the water, it was necessary to dam up the creek; that, in order to do this, it was not necessary to have built the dam to the top of the ditch, but a spill-way could have been left to care for the surplus water, as had been done at his farm.

Gray Oarrigan testified that it was necessary to dam up the creek in order to get water to operate the dredge boat, but that he did not know whether the water would have run out of the ditch into the creek if the dam had not been placed there.

R. W. Williams testified that if appellant had not dammed up the creek, it could not have proceeded with the construction of the ditch for want of water.

G. S. Smith, the owner of the land, testified that appellant put a dam across Ozan Creek and caused the water to flow into the ditch and overflow the lands; that ho signed the petition for the construction of the improvement;, that he knew at the time there was to be a continuous levy on the south side of ditch that would close up all openings, including the old bed of the creek.

F. O. Stanton, a member of the contracting company, testified that he was working under plans and specifications provided by Mr.

Free access — add to your briefcase to read the full text and ask questions with AI

Related

Portis v. Folk Construction Co.
694 F.2d 520 (Eighth Circuit, 1982)
Portis v. Folk Construction Company, Inc.
694 F.2d 520 (Eighth Circuit, 1982)
Stiers v. Mayhall
1952 OK 319 (Supreme Court of Oklahoma, 1952)
Killoren Electric Company v. Hon
200 S.W.2d 775 (Supreme Court of Arkansas, 1947)
Rosselott v. Road Improvement District No. 1
215 S.W. 891 (Supreme Court of Arkansas, 1919)

Cite This Page — Counsel Stack

Bluebook (online)
208 S.W. 598, 137 Ark. 127, 1919 Ark. LEXIS 443, Counsel Stack Legal Research, https://law.counselstack.com/opinion/stanton-white-dredging-co-v-braden-ark-1919.