Request_for_Proposals_N6247320RP001_App._E-2.pdf

Appendix "E-2"

EXECUTIVE SUMMARY

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" " repairs that are recommended be addressed immediately, when the renewal of , as they are necessary repairs for fuel to be provided to the Pier 12 berths

In this report, "Urgent repairs" is defined as those repairs that are required for that are a - - -t - repair is to be considered "U " "I " from being fulfilled is also "U " "I "

In this report, " " are considered those that could " " in this report are considered those that anticipated to require completion

When a timeframe to repair is available, the Government will provide it to the Selected Offeror.

Th are planned to be r .

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TABLE OF CONTENTS

G. ATTACHMENT (2) - Facility Condition of Pipelines

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A. GENERAL PROJECT INFORMATION

T operate, maintain, and otherwise s for identification of e

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FUEL SYSTEM OVERVIEW

are planned to .

C. SUMMARY OF CONDITION RATINGS

Out of Service - Out of Service -

D. EXISTING DEFICIENCIES SUMMARY

E. NEW DEFICIENCIES

where existing deficiencies have changed due to demolition, decommissioning, or other site conditions, the valid components of the existing deficiency have been represented in one of the new deficiencies.

Deficiency should be addressed immediately, upon the renewal of ing

Plans plans to ttachment ort.

Item Number

Pipeline Name

Diameter (inches)

In-Service Date Length (feet) CFSM ID Number Location Start Location End Background Information Year of Last Usage for Fuel Transport

1 Long Beach JP-5 (14") 14 1941 9,240 0660-00711 DFSP SP Valve 633 Harbor-Regan Valve Station See Item 2 Background Information. 2014 2 Long Beach JP-5 (18") 18 1984 18,216 0660-00712 Harbor-Regan Valve Station Pier 12 Marine Terminal Three parallel 18-inch pipelines run from the Harbor Regan Valve

Station to the Pier 12 Marine Terminal. A section of one such pipeline, formerly used to transport DFM, was removed to the west of the Pier 12 Marine Terminal*. The remainder of the DFM pipeline and the other two pipelines have been filled with Nitrogen. The Long Beach pipelines are made of Grade X-42 seamless steel pipe, 0.312-inch wall thickness and increasing to 0.500-inch wall thickness and to 18-inch diameter where the pipelines cross under the Los Angeles Harbor Main Channel. The average pipeline depth underground is 45 inches below ground surface (bgs). The pipelines are coated with a 1-inch thick, coal tar enamel, asphalt-saturated felt, or polyvinyl coating and cathodically protected to reduce corrosion. A significant portion of the pipeline is underwater and most of the underground pipe route is in areas where excavation is difficult, therefore third party damage is not a high risk.** External corrosion poses a potential threat. The pipeline has passed numerous hydrostatic tests;

therefore, concerns over the longitudinal seams are minor. The operating conditions for the pipeline are such that stress corrosion cracking is not an active threat to this pipeline.

3 Long Beach JP-8 (14") 14 1941 9,240 0660-00701 DFSP SP Valve 633 Harbor-Regan Valve Station See Item 2 Background Information. 2014 4 Long Beach JP-8 (18") 18 1984 18,216 0660-00702 Harbor-Regan Valve Station Pier 12 Marine Terminal See Item 2 Background Information. 2014 5 G Pipeline 8 1941 3,696 0660-0067 DFSP SP Main Tank Farm Phillips 66 refinery Current condition is unknown. The pipeline is filled with Nitrogen***.

6 R Pipeline 12 1941 15,523 0660-0066 DFSP Main Tank Farm C St. & Island Ave. Current condition is unknown. The pipeline is cut and capped outside the Main Terminal. ****

* 2011 Environmental Condition of Property ** 2011 Integrity Management Plan *** 2016 Environmental Assessment **** 2013 Integrity Management Plan

Source : 2016 EA, 2011 Integrity Management Plan, 2013 Integrity Management Plan, discussion with DLA.

DFSP San Pedro Pipelines

G. Attachment (2) - Facility Condition of Pipelines