State ex rel. Grenville v. Nash

158 N.W. 730, 134 Minn. 73, 1916 Minn. LEXIS 589
Supreme Court of Minnesota·Decided July 14, 1916·No. Nos. 19,842—(216)·Published·Cited by 3 cases

Opinion

Taylor, O.

Defendant as building inspector of the city of St. Paul issued a building permit to the intervener for the erection of a large building.in that city according to plans and specifications referred to therein, and the intervener began the construction of the building thereunder. Relator, . alleging that the plumbing authorized by the permit differed in certain details from that prescribed by the building code>” procured the. issuance of an alternative writ of mandamus commanding defendant to revoke the permit for the building or show cause why he should not do so. Defendant filed an answer; the intervener filed a complaint in intervention; and both asserted that the permit violated no provision of the building code and was regular and valid. All parties made motions for judgment on the pleadings and the court rendered judgment quashing the writ. Relator appealed.

A sewerage system with appropriate fixtures and plumbing is provided for carrying the sewage from the building and discharging it into the city sewer. That this sewerage system complies in all respects with the requirements of the building code is not questioned. A drainage system, entirely separate from the sewerage system, is provided for disposing of rain water from the roof. This system consists of a series of upright pipes inside the building leading from the roof to small cisterns or water receptacles 30 inches in diameter located below the surface of the ground, of horizontal drains constructed of sewer pipe leading from these small cisterns to a large cistern outside the building, and of a large drain also constructed of sewer pipe leading from this large cistern to the city sewer. Relator assigns as grounds for revoking the permit that the specifications for this drainage system fail to comply with the requirements of the building code in the following particulars: That the pipes leading from the roof to the small cisterns are to be made of galvanized iron; that the drains from the small cisterns to the large cistern are to be made of [75] sewer pipe; that the small cisterns are not properly trapped nor connected with the sewer system of the building, and that the outlet pipes of the cisterns are not provided with back pressure valves.

The ordinance requires “inside leaders” to be made of cast iron, wrought iron, or steel pipe. In answer to relator’s claim that the specifications violated this provision by permitting the use of galvanized iron pipe, respondents assert that galvanized iron pipe is none the less iron pipe because it has a coating of zinc or tin. They also alleged that the specification of galvanized pipe was an error which had been corrected, and presented amendments which had been made to the specifications requiring these pipes to be made of wrought iron or steel. “Mandamus will not issue to compel the doing of an act which has already been done, or which the respondent is willing to do without coercion.” 19 Am. & Eng. Ene. (2d ed.) 758. Neither will it issue to compel the revocation of a building permit for a defect which has' been corrected, or which the parties concerned are ready and willing to correct.

Relator’s contention that the use of sewer pipe for the horizontal drains extending from the small inside cisterns to the large outside cistern is prohibited by the ordinance rests upon the further contention that the “inside leaders” mentioned above, include these drains as well as the vertical pipes extending from the roof to the small cisterns. Respondents deny this, and assert that the provision as to inside leaders does not apply to such horizontal pipes. In providing how water from the roof shall be disposed of, the ordinance uses the terms, “leaders,” “outside leaders,” and “inside leaders,” but makes no attempt to define what shall be included within those terms. Defendant, the building inspector, upon whom rested the duty of determining, in the first instance, whether the specifications complied with the ordinance, construed “inside leaders” as meaning only the pipes leading from the roof to the small cisterns, and we are unable to say that such construction was erroneous.

The ordinance provides: “All buildings shall be kept provided with proper metallic leaders for conducting water from the roofs in such manner as shall protect the walls and foundations of said buildings from injury, and shall be connected with street sewer if there is one on the street. The said leaders must be placed so that no water is allowed to flow upon the sidewalk. * * * The outlet pipes of all catch basins and [76] surface bell traps shall be not less than three inches, properly trapped and connected with the house drain. Said outlet pipes shall be provided with a back pressure valve, the size to be not less than three inches.”

The “house drain” referred to is defined in the ordinance, and includes the main horizontal pipe, and its branches, of that part of the sewerage system which is within the building. The catch basins referred to may probably be taken as including the small cisterns. The ordinance apparently contemplates that roof water may be disposed of without discharging it into the “house drain;” but provides that the outlet pipes of catch basins shall be trapped, be connected with the “house drain,” and be provided with back pressure valves.

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

State ex rel. Grenville v. Nash, 158 N.W. 730, 134 Minn. 73, 1916 Minn. LEXIS 589 (Mich. 1916).

158 N.W. 730 (State ex rel. Grenville v. Nash) — published by Counsel Stack Legal Research, free access to 12M+ legal documents.

Related

Brandhorst v. Special School District Number 1
466 N.W.2d 409 (Court of Appeals of Minnesota, 1991)
Ferguson v. Huggins
52 S.W.2d 904 (Texas Supreme Court, 1932)
George v. Beaty
260 P. 386 (California Court of Appeal, 1927)