USA Banner

Official US Government Icon

Official websites use .gov
A .gov website belongs to an official government organization in the United States.

Secure Site Icon

Secure .gov websites use HTTPS
A lock ( ) or https:// means you’ve safely connected to the .gov website. Share sensitive information only on official, secure websites.

U.S. Department of Transportation U.S. Department of Transportation Icon United States Department of Transportation United States Department of Transportation

Interpretation Response #PI-81-010 ([Williams Brothers Engineering Company] [Don C. Ellis])

Below is the interpretation response detail and a list of regulations sections applicable to this response.

Interpretation Response Details

Response Publish Date:

Company Name: Williams Brothers Engineering Company

Individual Name: Don C. Ellis

Location State: OK Country: US

View the Interpretation Document

Response text:

Mr. Don C. Ellis

Project Manager

Williams Brothers Engineering Company

6600 S. Yale Avenue

Tulsa, OK 74177

Dear Mr. Ellis:

Your letters dated December 17, 1980, and January 16, 1981, requested a finding under 49 CFR 195.260(e) that valves are not justified at certain water crossings along the Kuparuk Pipeline. You stated that:

  1. Only one of the river crossings is greater than 100 feet wide (at the Kuparuk River) and block valves have been included in the design at this location. The other stream crossings where streams normally carry small volumes are less than 100 feet wide 98 percent of the time, and have not had block valves included in the design. The streams handle "breakup" flow the other 2 percent of the time, and the stream boundaries become undefinable during this period.
  2. In addition to the block valves at the Kuparuk River, valves have been installed at the beginning and end of the system some 25 miles apart which, together with the
    block valves at the Kuparuk River, provide a maximum distance between valves of 16 miles.
  3. Block valves placed at minor stream crossings would not be accessible during periods of "breakup" flow, and, therefore, would not be an effective means to reduce
    spillage if a leak occurred in a stream crossing.
  4. Special consideration has been given to the design of the vertical support members (VSM) in the areas of stream crossings. The VSM size is increased from its
    cross-country 10-inch diameter to 24-inch diameter near streams as an extra factor of safety against possible support failure in stream crossings.
  5. None of the minor streams are used by vessels which could interfere with the pipeline.
  6. No community takes its water supply from the minor streams.
  7. The pipeline operator will have an oil spill contingency plan to minimize the spillage if a leak occurs in the stream.

In view of the above information, the Materials Transportation Bureau finds that valves are not justified on the minor stream crossings (other than the Kuparuk River) on the Kuparuk Pipeline.

Sincerely,

Melvin A. Judah

Acting Associate Director for

Pipeline Safety Regulation

Materials Transportation Bureau

Regulation Sections