Home

Project Overview

Project Map

What are NGL's

Pipeline Safety

Environmental and Cultural Protection

Construction

Link to Bureau of Land Management Environmental Assessment Website

Contact Us


   

 
Project Construction

The Mid-America Pipeline LLC (MAPL) Western Expansion Project (WEP) pipeline loop segments is expected to consist of the following construction activities:

  • Addition of 12 pipeline loop segments, six in Wyoming and six in New Mexico;

  • Each of the existing 23 pump stations along the pipeline in New Mexico, Colorado, Utah and Wyoming is expected to be modified or upgraded.  No new pump stations are required. 

  • Installation of associated above-ground facilities including valves, pig launchers/receivers, markers, fencing and signs. 

Pump stations and valves
Clearing/Grading
Fences
Access Roads
Cleanup and Restoration
Erosion Control
Depth of Cover
Directional Drilling
Road Crossings
Testing

 

Pump stations and valves

Increased delivery volume to southeastern New Mexico requires modification to the existing MAPL system including major equipment, pumps and drivers at existing pump stations.  Larger capacity pumps and increased horsepower drivers are necessary at the pump stations for this increased volume. 

Existing pump stations may be upgraded or modified by re-rating pumps, changing pumps, uprating drivers, relocating pumps, installing new units or modifying existing facilities.  Installation of above-ground facilities will be constructed in association with the pipeline segment construction including valves, pig launchers/receivers, markers, fencing and signs. 

Mainline valves are generally installed every 10 miles, or at edges of environmentally sensitive areas, such as rivers.  Mainline valve spacing generally will follow the same spacing as the existing 10-inch/12-inch loop segments.

The MAPL WEP pipeline loop segments will all be below the surface.  Permanent surface facilities associated with the new pipeline loops will include pig launchers/receivers and valves.  The existing pump stations are all above ground and upgrades to these facilities will generally be above ground.  Pump stations do contain buried piping, and upgrades and modifications may be constructed below the surface within the facility.

All mainline valves will be constructed above ground and secured with appropriate safety measures.  A six-foot chain link fence will be constructed around valve sites located near residential areas.  (Return to top)

Clearing/Grading

Clearing, grading and other disturbances of soil and vegetation on the Right-of-Way and Temporary Use Areas shall be limited to the minimum area required for construction.  (Return to top)

Fences

MAPL will minimize the disturbance to existing fences and will install gates or temporary fences for the construction period as necessary.  (Return to top)

Access Roads

During construction of the pipeline loop segments, existing roads and the right-of-way will be used for access as practicable.  Access roads will be identified by signage indicating which roads may be used.  (Return to top)

Clean up and Restoration

Backfilling, sediment and erosion control, water diversion, seeding, mulching, fertilization, and post-construction monitoring will each be utilized to restore the area where construction occurs.  ( Return to top)

Erosion Control

Best management practices will be implemented to control erosion.  All soil conservation features (such as water bars, terraces, rip-rapped channels, grassed waterways, etc.) which are damaged by construction will be restored, as nearly as possible, to their pre-construction condition.  ( Return to top)

Depth of Cover

The cover from the top of the pipe to ground level will generally be at least 36 inches, except in rocky terrain, where cover will be a minimum of 24 inches.  The minimum burial depth for highway crossings will be according to individual overseeing agency requirements, generally four feet below the borrow ditch, resulting in approximately 5.5 feet under the road surface.  ( Return to top)

Directional Drilling

Large rivers and major roads may be crossed by the horizontal directional drill (HDD) method where geotechnical conditions are determined to be favorable based on testing.  Directional drilling helps to minimize the impact to endangered species and important waterways.

Directional drilling involves drilling a small pilot hole into the ground and then enlarging and reaming the hole to the proper size.  The directional drill rig then pulls the drill and prefabricated pipe section back out in the opposing direction from which it entered. This is called pullback.  ( Return to top)

Road Crossings

Boring techniques will be used to cross major and secondary roadways where required by Federal, State and local jurisdictions. Dirt roads or two-track trails will be open cut.  Some unimproved county roads may also be open cut with prior proper authorization.   ( Return to top)

Testing

Hydrostatic testing, internal caliper testing, and radiographic testing of welds will all be conducted prior to introducing product into the line.  A cathodic protection system will protect the system from corrosion. ( Return to top)