BARBER PURE MILK COMPANY v. Young

81 So. 2d 324, 38 Ala. App. 13, 1954 Ala. App. LEXIS 305
CourtAlabama Court of Appeals
DecidedJanuary 5, 1954
Docket6 Div. 747
StatusPublished
Cited by3 cases

This text of 81 So. 2d 324 (BARBER PURE MILK COMPANY v. Young) is published on Counsel Stack Legal Research, covering Alabama Court of Appeals primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
BARBER PURE MILK COMPANY v. Young, 81 So. 2d 324, 38 Ala. App. 13, 1954 Ala. App. LEXIS 305 (Ala. Ct. App. 1954).

Opinion

HARWOOD, Judge.

The count upon which this case was submitted to the jury claimed damages for the negligence of the defendant in causing water to flow onto plaintiff’s property thereby injuring certain articles of personal property and the dwelling which he occupied.

Demurrers to the complaint being overruled issue was joined on a plea in short by consent.

The jury returned a verdict in favor of the plaintiff, and assessed damages in the sum of $500.00.

The defendant’s motion for a new trial being overruled it perfected an appeal to this court.

The appellant, the Barber Pure Milk .Company, a corporation, owned a tract of land in the City of Birmingham approximately two city blocks in area.

Over the tract of land there coursed what .is referred to. by witnesses variously as a *15 creek, branch, or ditch. This channel followed a meandering, irregular course over the tract, leaving the property at the northeast corner. From there the water was routed under Avenue F by a culvert, then continued on northward.

In December 1949, at'appellant’s request, Mr. Walter Schoel, a civil engineer of some thirty years experience, made a map for the purpose of constructing a new ditch or canal to effectuate a new channel to run down the east side of the property, and thus reclaim a part of the property from the old water course.

Mr. Schoel submitted his proposed plans for the relocation of the water course on appellant’s property to the engineering department of the City of Birmingham, and the plans were approved by that department.

Thereafter the new ditch was dug in accordance with said plans by Mr. C. L. Brock, an independent contractor. This new ditch was channeled to throw the water into the culvert, as had the old water course.

Several weeks after the new ditch was constructed a hard rain fell.

According to witnesses for the appellee mud and silt from the new ditch clogged the culvert under Avenue F, thus causing the water to back up and overflow onto appellee’s premises. The water rose seven inches in appellee’s house, and left a mud deposit of about an inch when it receded.

Carrad Slater, a witness for the appellee, testified that he lived in “the third house from” appellee’s house; that on the occasion of the overflow the water rose into his house to a depth of 13 inches; and that there had never been an overflow onto his premises during the nine years he had lived there until after the new ditch was dug.

The appellee also testified in this regard that his premises had never been overflowed in the fifteen years he had lived there until after the construction of the new ditch;

Mr. Schoel, as a witness for the defense, testified that he could not say yes or no as to whether the capacity of the new ditch was equal to that of the old, as in making such calculations “we have a theoretical way we do things that involves quite a lot of theory.”

The record also shows the following during the direct examination of Mr. Schoel:

“Q. As a result of those theories and those calculations, did you come to the conclusion that the canal which was being dug was of equal capacity or more than the capacity of this irregular ditch that ran out there? A. Well, of course, we had a straight ditch, of course, that increases your velocity, and naturally you dispose of more water, and that way we considered an element in our favor, and it would naturally be against any ditch that was not running straight, and the water was confined to a certain area. If you spread it over a whole territory like this old ditch, you are not getting results.”

Mr. Brock, a witness for appellant, testified that he had been in excavation work since 1947; that he dug the ditch in question using a bulldozer and a pan; that he followed the specifications of the plan furnished him, and the new ditch was wider and deeper than the old one.

On cross examination Mr. Brock testified that the sides of the new ditch were not reinforced in any way, it was just a new ditch to the culvert.

Mr. Brock testified that there was some debris and dirt in the culvert at the time he dug the new ditch.

Appellant’s assignments of error 1, 2, 3, 4, and 5 pertain to the action of the court in denying appellant’s written request for the general affirmative charge.

Counsel for appellant contends that this charge should have been given on two theories : 1., because of the failure of proof of negligence on the part of the defend *16 ant, or on the part of Mr. Schoel, the engineer, or of Mr. Brock, the contractor, and 2., because the entire project of rerouting the ditch was carried out by independent contractors, for whose negligence, if any, the appellant is not responsible.

In considering the principles applicable we think that under the evidence those principles governing diversion streams, rather than surface waters must be controlling. As stated before, the old meandering water course was referred to by witnesses variously as a branch, a creek, or a ditch. The record is silent as to the continuity of its flow, though it appears that its source was a lake on the golf course of the Highland Country Club, as well as waters “from the top of Red Mountain, and other additional tributaries.” Certainly the waters of the old stream were channeled in well defined banks, and fed by sources other than rain fall.

On the other hand surface water is water casually on land from natural precipitations and flowing in no fixed channel.

Actually, whether the water in this case be considered as surface water or as a stream makes little difference in the results reached, for as pointed out by May-field, J., in Southern Railway Co. v. Lewis, 165 Ala. 555, 51 So. 746, 749:

“The rights and duties of adjoining landowners as to surface water and the drainage thereof are different from the rights and duties as to streams of water flowing through their lands, as to which streams they are riparian owners. However, some of the same maxims apply to both cases, and upon these most all the law of waters is said to be based, to wit: (1) ‘So use your own property as not thereby to injure that of another.’ (2) ‘Water flows, and as it flows, so it ought to flow.’ ”

Obstructing the flow of waters, so as to divert its natural flow and thereby work injury to the properties of another will, if the obstructions result from negligence, constitute a tort in the nature of a private nuisance. Mobile & O. R. Co. v. Red Feather Coal Co., 218 Ala. 582, 119 So. 606.

As to whether the appellant should reasonably have foreseen that substituting a straight channel with freshly dug and unprotected banks, in lieu of a meandering long existent channel, with a consequent increase in the velocity of the water so concentrated, and with a natural increase in the mud, silt, and debris carried, would result in clogging the culvert into which both the old and the substituted channel were connected, was a question of fact properly submitted to the jury.

The court therefore did not err in its refusal of the general affirmative charge requested by the appellant.

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81 So. 2d 324, 38 Ala. App. 13, 1954 Ala. App. LEXIS 305, Counsel Stack Legal Research, https://law.counselstack.com/opinion/barber-pure-milk-company-v-young-alactapp-1954.