Cunstruction worker carrying wood plank for concrete form - Pipe Support Replacement

Pipe Support Replacement Project

Pipe Support Replacement Project


Chevron Refinery

Project Background

Civil construction to widen and increase the mass of 57 existing concrete foundations and upgrade the baseplates and structural steel on 40 bents.

Scope

  • Project Specialties
  • Excavation
  • Underground
  • Masonry
  • Structural Steel

Challenges

Completing seismic repairs and upgrades to the existing Standard Road Pipe Rack that was built in the early 1970s and experienced severe damage due to corrosion at multiple beams, columns, vertical bracing and anchor bolts – all in accordance with the 2013 California Accidental Release Prevention Program Seismic Assessments and the 2016 California Building Code. We also performed voluntary modifications to the lateral-force resisting system.

Solutions

Faced with difficult excavations that required abnormal shoring installation and complex layout, we noticed an unexpected large boulder that presented a hazard to performing the necessary excavation. We helped redesign the structural upgrades and eliminate the hazard of the boulder, keeping the field crews safe during the seismic retrofit.

Project Success

Provided constructibility and value engineering for the retrofits and to the soils engineer.

Cunstruction worker carrying wood plank for concrete form - Pipe Support Replacement

Project Value

$2 Million


Calol Street Construction

Calol St. Sanitary Sewer Replacement

Calol St. Sanitary Sewer Replacement


Chevron Refinery

Project Background

The project entailed installing approximately 750 LF of HDPE sanitary sewer system on Calol Street for Chevron. The scope included the installation of new sanitary sewer pipelines, manholes, cleanouts, and tie-ins. Calol Street required excavation in multiple phases to install new HPDE sanitary sewer line and manholes.

Scope

  • Excavating
  • Trenching
  • Piping
  • Paving
  • Underground
  • Tie-ins
  • Demolition
  • Grading
  • Sewer System (MHLS)
  • Safety: Traffic attendants

Challenges & Solutions

  • Multitude of subsurface obstructions which required extra planning to reroute and/or demo obstructions
  • Locate and tie-in additional unplanned drain lines
  • Tie-into existing 6” force-fed sewer
  • Correct flow maintained amongst countless subsurface obstructions encountered due to critical and creative field thinking

Project Success

Completed the 9,200 man hour project with no recordable injuries while working on an operational road. Excavation scope was successfully completed without damaging any underground obstructions.

Calol Street Construction

Project Value

$1.8 Million

Project Highlights

  • Installation of 750LF of 12” HDPE sewer line
  • Removed 1500 tons of soil during excavation
  • Successful tie-in to existing facility sewers and drains
  • Multitude of subsurface obstructions (abandoned lines, concrete guy foundations, unmarked duct banks, wood dunnage, etc.)
  • Locate and tie-in additional drain lines
  • Tie-into existing 6” force-fed sewer
  • Working with live lines

Crew looking at technical drawings

Bay View Site Access Improvement

Bay View Site Access Improvement


LAWRENCE BERKELEY NATIONAL LABORATORY

Project Background

Demolish existing reinforced concrete structure to provide the real estate for new building construction, relocate existing compressed air line, install new fire and domestic water lines, install soldier pile with several rows of tie-backs, install new reinforced concrete retaining walls and new stair structures.

Scope

  • Demolition
  • Soil Disposal
  • Site Restoration
  • Relocation of Underground Utilities
  • Grading
  • Paving
  • New Retaining Wall Construction
  • Underground

Challenges

The underground compressed air line was in a challenging location and a Bay Area Quality Management District Permit and Soil Disposal Profile was not covered in the design drawings.

Solutions

We prioritized the project activities and stockpiled the soil for testing to accommodate and achieve the project schedule.

Project Success

We prevented a more than six month delay to the project schedule and new building construction started as planned.

Crew looking at technical drawings

Project Value

$5 million


RLOP crane

RLOP Turnaround

RLOP Turnaround


Chevron Refinery

Project Background

During the 4th Quarter of 2022 Goebel Construction executed a Turnaround Event on Chevron’s Richmond’s Lube Oil Plant (RLOP) unit. Considered a Major Turnaround Event by the client, they entrusted Goebel to provide numerous services including mechanical piping, civil construction, and labor support.

Services Performed

  • Pipe Replacement
  • Temporary Piping
  • Foundation Anchor Bolt Replacement
  • Sour Water Piping Replacement
  • Pipe Repair
  • Grouting of Column and Flare Bases
  • Valve Changes
  • Relief Blowdown Piping

Challenges

  • Address: 227 Howard Street, Petaluma CA 94952
  • Phone: (707) 763-0088
  • Email: info@mailgci.com

Solutions

Our North Bay office in Petaluma serves as the backbone of our financial operations, housing our accounting team.

Project Success

Our North Bay office in Petaluma serves as the backbone of our financial operations, housing our accounting team.

RLOP crane

Project Value

$

Crafts Supported

  • Pipefitters
  • Laborers
  • QC Technician
  • Operators

Construction equipment and complex piping

Firewater Line Replacement

Firewater Line Replacement 

CHEVRON REFINERY

Project Value: $1.2 Million

Background


The Firewater Line replacement program was a complex project involving civil and mechanical scopes. The project included the replacement of the existing line, which required extensive excavation, sand backfill, and paving. 

Scope


  • Project management: set-up, and mobilization. 
  • Material procurement as shown in specifications and contractor workbook 
  • Fire-watches 
  • Traffic control 
  • Excavation, sand backfill, and paving 
  • Trench plates 
  • Layout and weld-bay piping prefabrication 
  • Field piping fabrication, hydro-testing, installation, and tie-ins 
  • Coat and wrap underground CS piping and flanges 
  • Guard post installation 
  • QAQC and document submittals 
  • Clean-up and demobilization 

Project Highlights

  • Completed 150 carbon steel welds 
  • Completed 76 HDPE fusion welds 
  • Installed 475LF of HDPE pipe 
  • Excavated 270 cu yd of material 
  • Imported 250 tons of clean rock fill, 110 tons of sand fill and 150 tons of aggregate base rock 
  • Import level and compact 60 tons of asphaltic concrete paving 
  • Coordinated excavation and mechanical scope to limit the risk of open dig sites 

Challenges & Solutions


The firewater line project required being set underneath an operational street. Due to the activity of the street, it needed to be open for traffic during non-construction hours. 

During the project, we encountered multiple subsurface obstructions. There was also a high-water table that could affect the excavation and installation of the new line. 

With great coordination between the team, we were able to restore the roadway daily with trench plates and shoring to keep the road operational after hours. 

With multiple obstructions found, we recommended and installed various piping modifications to the firewater line. Due to the high-water table, we ran pumps to pull out excess water to be able to continue work.

Project Success


Successfully completed the project with a recorded 13,500 safe man-hours worked. 


Calol Street Construction

Calol St. Sanitary Sewer Replacement

Calol St. Sanitary Sewer Replacement

CHEVRON REFINERY

Project Value: $1.8 Million

Background


The project entailed installing approximately 750 LF of HDPE sanitary sewer system on Calol Street for Chevron. The scope included the installation of new sanitary sewer pipelines, manholes, cleanouts, and tie-ins. Calol Street required excavation in multiple phases to install new HPDE sanitary sewer line and manholes. 

Scope


  • Excavating 
  • Trenching 
  • Piping 
  • Paving 
  • Underground 
  • Tie-ins 
  • Demolition 
  • Grading 
  • Sewer System (MHLS) 
  • Safety: Traffic attendants 

Project Highlights

  • Installation of 750LF of 12” HDPE sewer line 
  • Removed 1500 tons of soil during excavation 
  • Successful tie-in to existing facility sewers and drains 
  • Multitude of subsurface obstructions (abandoned lines, concrete guy foundations, unmarked duct banks, wood dunnage, etc.) 
  • Locate and tie-in additional drain lines 
  • Tie-into existing 6” force-fed sewer 
  • Working with live lines 

Challenges & Solutions


  • Multitude of subsurface obstructions which required extra planning to reroute and/or demo obstructions 
  • Locate and tie-in additional unplanned drain lines 
  • Tie-into existing 6” force-fed sewer 
  • Correct flow maintained amongst countless subsurface obstructions encountered due to critical and creative field thinking 

Crafts Supported


  • Laborers 
  • Operators 

Project Success


Completed the 9,200 man hour project with no recordable injuries while working on an operational road. Excavation scope was successfully completed without damaging any underground obstructions. 


RLOP crane

RLOP Turnaround

RLOP Turnaround 

CHEVRON REFINERY

Background


During the 4th Quarter of 2022, Goebel Construction executed a Turnaround Event on Chevron’s Richmond’s Lube Oil Plant (RLOP) unit. Considered a Major Turnaround Event by the client, they entrusted Goebel to provide numerous services including mechanical piping, civil construction, and labor support. 

Crafts Supported

  • Pipefitters 
  • Laborers 
  • QC Technician 
  • Operators

Services Performed


  • Pipe Replacement 
  • Temporary Piping 
  • Foundation Anchor Bolt Replacement
  • Sour Water Piping Replacement
  • Pipe Repair 
  • Grouting of Column and Flare Bases
  • Valve Changes 
  • Relief Blowdown Piping 
  • Pipe Detailing 
  • Safety Attendants 
  • PRD Replacement 
  • Pipe Prefabrication 
  • Labor Ground Support 
  • Condensate Pipe Replacement 
  • Paving 
  • Earthmoving 

FCC Project, Piping on open air tower

FCC Turnaround Project

FCC Turnaround Project

CHEVRON REFINERY

Background


During the 4th Quarter of 2020, Goebel Construction executed a Turnaround Event on Chevron’s Fluid Catalytic Cracking (FCC) unit. Considered a Major Turnaround Event by the client, they entrusted Goebel to provide numerous services including mechanical piping, civil construction, and labor support. 

Project Highlights

  • Started and completed during the height of the pandemic
  • Pre-turnaround activities: 50,000 hrs. 
  • Turnaround man-hours, during execution (60-day duration): 100,000 hrs. 
  • Total man-hours: 150,000 
  • 465 weld count
  • 706 bolt ups
  • 7,000 tons earth moved
  • 0 recordable injuries
  • Project came in under budget and ahead of schedule 

Scope


  • Detailing and prefabrication of process piping spools 
  • Temporary piping installation and removal 
  • Isolation and blinding of unit 
  • Piping removal and replacement 
  • Valve changes 
  • PRD replacement 
  • Flare piping removal and re-installation 
  • Cooling tower cleanup
  • Import and removal of 3,500 tons of fill for temporary crane pad construction 
  • Anchor bolt and foundation replacement 
  • Grout column and flare bases 
  • Structural steel installation and repair 
  • Labor ground support 
  • Safety attendants (fire watch/hole watch)

Crafts Supported


  • Pipefitters
  • Laborers
  • Operators
  • Iron Workers

Workmen making a concrete form

Substation Infrastructure

Substation Infrastructure

CHEVRON REFINERY

Project Value: $3 Million

Scope


Site work and foundations for new substation and electrical distribution infrastructure. Included Installation of power poles and conduit to support construction of new substation.

  • Earth Moving
  • Grading
  • Paving
  • Underground
  • Masonry
  • Mechanical Piping

Challenge

Substation site was in an inaccessible hillside behind a main active refinery pipeway.

Solution


We constructed temporary access over the pipeway for mass excavation and construction of a 35-foot tie-back wall and secondary wall. Because of the topography and site access, we excavated and sloped the entire slope, constructed the wall to full height, drilled tiebacks then installed and tensioned through the new wall in concert with the wall backfill. We removed the old pipeway for access and constructed a new pipeway above and around the substation — completing the piping tie-ins without disrupting refinery operations. 

Multiple power pole foundations of differing designs for the main feeder were constructed for the 115Kv feeder lines into the substation, some up to 10 feet in diameter and more than 40 feet deep and others being large pile-supported concrete foundations with 15 to 20 piles each. We constructed all underground duct banks as well as the elevated substation foundation and associated structural steel. New distribution pole foundations were constructed, again with some being large deep drilled piers and other being pile-supported hollow concrete poles.

Project Success


Provided constructibility for routing of new pipeway, allowing us to successfully transition into construction of the actual substation. 


Earthmoving equipment at work

Quarry Firewater

Quarry Firewater

CHEVRON REFINERY

Project Value: $5 Million

Scope


Tank Site Work which included removal of 300,000 cubic yards of hillside, processing of removed material and re-installation of processed material to facilitate new quarry firewater tank.

  • Earth Moving
  • Grading
  • Paving
  • Underground
  • Masonry
  • Mechanical Piping

Challenge

The client had selected a location for the new firewater tank to maintain proper pressures to the refinery firewater system without the addition of pumps. Engineering asked us for constructibility of new foundation and execution.

Solution


While the original design showed removing hillside and importing new structural fill material from local quarries for the foundation, we processed the existing removed material for uses as the structural fill.

Project Success


Our innovative approach resulted in a client cost savings of $2 million.