Bickerdike v. City of Chicago

56 N.E. 1096, 185 Ill. 280
Illinois Supreme Court·Decided April 17, 1900·Published·Cited by 14 cases

Opinion

Mr. Chief Justice Cartwright

delivered the opinion of the court:

Appellants bring here for review the record of a judgment confirming a special assessment against their lands to pay for the construction of a sewer in West Addison street, in the city of Chicago, from the north branch of the Chicago river to a point about two and a half miles west of said river. The ordinance which is the basis of the assessment provides for a brick sewer of five and a half feet internal diameter at its outlet, narrowing to two and a half feet at its terminus. The sewer is to be ten feet underground at the river and sixteen feet at the west end. Territory half a mile wide and two and a half miles long, of which Addison street is the center, is declared a drainage district for the purposes of the improvement, and upon this district the assessment is levied. The hearing in the county court was upon objections addressed to the court. They were overruled after reducing the assessment the amount estimated for four hundred feet of the sewer between the actual channel of the Chicago river and the supposed channel created by city ordinance. The objectors elected to stand by their said objections, waiving’ controversy as to the question of benefits to be tried by a jury, and judgment of confirmation was thereupon entered.

The first of said objections presented to us is, that the ordinance does not sufficiently specify the nature, locality and description of the improvement. The ordinance provides for the construction of a sewer westward from its out-fall at the north branch of the Chicago river, and on the face of the ordinance the locality of the out-fall is not ambiguous. But proof was made that the city of Chicago, in 1895, by an ordinance officially located the north branch at a point on Addison street about four hundred-feet east of the actual channel. It is therefore argued that it is uncertain whether the ordinance refers to the actual channel or what counsel call the “official channel.” The north branch of the Chicago river is a well defined and well known stream, with a natural bed and channel, which has not been changed by the city, and the ordinance can only be taken as referring to such existing north branch, and not to an imaginary one, where there is no channel and no water, supposed to be created by the ordinance. The description is certain. A further objection, that if the official channel was meant the assessment would be invalid because building the sewer across the actual channel would dam the stream, is therefore not involved.

Another objection is, that an outlet at the natural channel will be insufficient, and that sewerage will accumulate and make the place a nuisance. Objections against the sufficiency of an outlet or its nature do not affect fbe validity of an ordinance or the right to levy the assessment. The ordinance is not invalid because the outlet has not in fact been constructed or made sufficient. The ordinance on its face provides for an outlet, and that is all that is required. Burhans v. Village of Norwood Park, 138 Ill. 147; Payne v. Village of South Springfield, 161 id. 285; Ryder Estate v. City of Alton, 175 id. 94.

Another particular in which it is contended that the description is insufficient is this: The ordinance .provides that the out-fall shall be strengthened by a stone ashlar bulkhead, the sewer resting in a concrete saddle-back. The provision is as follows: “The out-fall of said sewer shall be strengthened by a stone ashlar bulkhead twelve feet wide, ten feet high, five feet thick at the bottom and three feet thick at the top, built upon a pile-and-timber foundation consisting of five rows of piles, six piles to each row, each pile to be twenty-five feet long; the top of the piles to be cut off four feet seven inches below city datum and capped with five twelve-inch by twelve-inch timbers fourteen feet long, which said timbers shall be covered with a flooring of four-inch by twelve-inch planks sixteen feet long, the front and two sides of said pile foundation to be protected by sheet piling sixteen feet long; all piles and timbers to be of the best quality white oak, securely bolted and spiked together. ‘ The five and one-half foot sewer hereinbefore described shall rest upon a concrete saddle, which shall extend nine feet six inches from the back of the stone bulkhead, and shall be twelve feet wide, five feet high at the sides, and shall rest upon the pile-and-timber foundation hereinbefore describéd.” It is claimed that the size of each stone in the bulkhead, and its kind and quality, should be specified, but in our opinion the objection is hypercritical, as calling for a description of petty details both unnecessary and burdensome. The description “stone ashlar bulkhead” is here used in the sense of a water face at the out-fall, built of rough-cut or squared blocks of building stone, which is. within the defined meaning of the words. The wall is to bé twelve feet wide, ten feet high, five feet thick at the bottom and three feet thick at the top, and must fulfill the purpose and object of such a bulkhead. The description is sufficient.

It is also objected that the height of the man-holes along the sewer is not specified. The height of the sewer throughout its whole length is shown, and the height of the man-holes can be determined by the difference in elevation between the sewer and the surface of the ground.

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Bickerdike v. City of Chicago, 56 N.E. 1096, 185 Ill. 280 (Ill. 1900).

56 N.E. 1096 (Bickerdike v. City of Chicago) — published by Counsel Stack Legal Research, free access to 12M+ legal documents.

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