Earlier editions: 2026-07
Chapter 28 — Sewers and Sewage Disposal
Oakdale Municipal Code Art. III Sewer Mains and Sewer Laterals
Oakdale Municipal Code · 2026-10 edition · updated 2026-10-04 · Oakdale
Cite as: Oakdale Municipal Code Article III · Text as of 2026-10-04
§ 28-25. Laterals--Location and design.¶
[Ord. No. 679, § 1(part), 1976.]
The director shall be responsible for the location and design of mains, laterals and appurtenances and shall supervise the construction and installation thereof.
§ 28-26. Quality of construction.¶
[Ord. No. 679, § 1 (part), 1976.]
All new sewer lines must be constructed for minimum infiltration and exfiltration. No more than two hundred gallons of infiltration/exfiltration per day per inch diameter of sewer per mile will be acceptable.
§ 28-27. Testing new lines.¶
[Ord. No. 679, § 1(part), 1976.]
All joints shall be gastight and watertight. All new sewer lines shall be air tested to conform to the standards in section 28-26. Testing shall be done at the expense of the applicant, and the results of such testing shall be checked and approved by the director.
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