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About the Project

The San Jacinto River Waste Pits Site (Site) is on the western bank of the San Jacinto River, in Harris County, Texas, located near the Interstate Highway 10 (I-10) bridge over the San Jacinto River. The waste pits were constructed in the 1960s for disposal and paper mill waste. The Site was placed on the National Priorities List (Superfund) in March of 2008. The U.S. Environmental Protection Agency is currently evaluating remedial alternatives to address contamination at the Site.

This website contains publicly available information about the San Jacinto Waste Pits project. It is provided for community information purposes by the companies involved in the Site's remediation: International Paper and MIMC.

Latest Updates

REVISED FINAL (100%) REMEDIAL DESIGN - NORTHERN IMPOUNDMENT DELIVERABLES SUBMITTAL

11/25/24

The Revised Final (Revised 100%) Remedial Design for the Northern Impoundment of the San Jacinto River Waste Pits was submitted to EPA Region 6 on November 25, 2024. Following is that submittal.

Revised Final (100%) Remedial Design - Northern Impoundment Deliverables Submittal

The complete submittal is also available to view at https://www.epa.gov/tx/sjrwp.


100% Remedial Design Submitted For Northern Impoundment

7/25/24

The 100% Remedial Design (RD) document for the Northern Impoundment for the San Jacinto River Waste Pits was submitted as required to EPA Region 6 on July 17, 2024.

The Responsible Parties (RPs) are committed to protecting public health and the environment and they believe that remediation planning for the San Jacinto site must be rigorous, transparent, and science-based and lead to engineering standards that will protect the river and the community. The RPs look forward to receiving and responding to EPA and stakeholder comments on the 100% RD.

Links to the RD submittal are available as listed below: 100% Remedial Design - Northern Impoundment – Cover Letter

100% Remedial Design - Northern Impoundment

Appendix A - Pre-Design and Supplemental Design Investigation Supporting Documents 

  1. Appendix A Part A1 - A11 (Minus A8) 
  2. Appendix A Part A8.1 
  3. Appendix A Part A8.2 
  4. Appendix A Part A8.3 
  5. Appendix A Part A8.4 

Appendix B - Geotechnical Engineering Report 
Appendix C - Treatability Testing Supporting Documents 
Appendix D - ARAR Supporting Documents 
Appendix E - Sand Separation Area Supporting Documents
Appendix F - Hydrodynamic Modelling Report 
Appendix G - Design Drawing Package 
Appendix H - Design Specifications  
Appendix I - BMP Structural Design Report  
Appendix J - Supporting Deliverables  


Frequently Asked Questions

3/20/2024

Q: It has been said by some that little progress has been made on the overall effort to remediate the San Jacinto River Waste Pits Superfund site. What are the facts about progress made to date?

A: The Responsible Parties are committed to protecting public health and the environment, and we believe that remediation for the San Jacinto site must be rigorous, transparent and science-based. This will lead to engineering and design that will protect the river and the community. In that context, significant progress is being made.

In particular:

– Remedial action for the Southern Impoundment within the site has been completed over the past 15 months (Nov. 2022-Jan. 2024). This includes construction of a large wastewater treatment plant for the treatment of collected water, the excavation and offsite disposal of approximately 100,000 cubic yards of impacted material, and the import of clean material to backfill and restore the excavated areas.

– For the Northern Impoundment, which is a larger portion of the site that involves different adjacency to the river, various remedial design components have been submitted according to EPA requirements.

You can read the 90% Remedial Design here. This outlines and details the wide range of investigation, engineering studies, analyses and underlying design approaches rigorously reviewed for remediation of the waste pits within the Northern Impoundment. Other relevant documents to read can be found here and here.

– More recently, the Responsible Parties supplied, on Jan. 25, 2024, a supplementary plan in response to EPA comments received earlier in January. This 327-page document includes a proposed schedule for the submission of a Revised 90% Remedial Design within 130 days from EPA approval of the plan.

The Responsible Parties have worked tirelessly to make progress since submission of the 90% Remedial Design and intend to work cooperatively with EPA and relevant stakeholders to address elements of the plan that, in EPA’s view, may require further refinement.

Q: Some say the cleanup of the Northern site is simple to conduct and that it should have occurred already. Is that the case?

A: The Remedial Action Objectives that were contained in the EPA’s 2017 Record of Decision for the San Jacinto River Waste Pits coupled with unique site features make this project more difficult to design and implement than other Superfund cleanup projects in the U.S. Therefore, the engineering, planning and design involved for a safe remedial action that ensures no releases from the site occur in this complex riverine setting requires the utmost diligence and engineering evaluation that takes into account a multitude of considerations, such as flooding from weather-related events, coordination of construction with the Interstate 10 bridge replacement project, treatment of large volumes of water; material at certain depths, all the while ensuring worker and community safety. None of this is simple or without complication as a wide range of studies conducted demonstrate.

Q: What remedial design submissions have the Responsible Parties provided since the 90% RD?

A: The Responsible Parties have worked expeditiously to prepare their most recently submitted updated plan. This submission addresses various issues identified by the EPA in January 2024. In preparing this supplemental plan, the Responsible Parties provided drafts of several documents, including:

  • An updated draft of the excavation surface
  • An updated “hydraulic heave” analysis
  • A technical memorandum describing the evaluation of scour on the outside of the cofferdam wall, Best Management Practices (BMP) and proposed scour protection measures and
  • A complete draft of certain related specifications.

With this submission completed, the EPA will determine the approach and timetable to move the revised 90% Remedial Design forward. The Responsible Parties intend to continue to work cooperatively with EPA in a timely manner.

Q: Will trucks be involved in the removal of the materials from the site or are other transport options being considered?

A: The 90% Remedial Design plan identified trucking as the optimal means to transport the material to be removed from the site. Within the Southern Impoundment, this method was proven effective and safe in 2023, as approximately 100,000 cubic yards of material was transported off-site via trucks. This activity validated the use of trucks for transporting of material from the site over other options.

Q: How can community members find reliable sources of information about the site’s status and next steps in the remediation process?

A: A source for accurate information about the site’s history, status and engineering studies and planning involved can be found at the EPA’s website here. In addition, this website strives to illuminate and refer to timely publicly available information about the project.


Preliminary 90% Remedial Design Submitted for Northern Impoundment

7/14/22

The 90% Remedial Design (RD) document for the Northern Impoundment for the San Jacinto River Waste Pits was submitted as required to EPA Region 6 on June 27.

  • The document outlines and details the wide range of investigation, engineering studies and analyses underlying design approaches rigorously reviewed for remediation of the waste pits within the Northern Impoundment.
  • The report reflects broad input from a Technical Working Group consisting of representatives from the EPA, Texas Commission on Environmental Quality (TCEQ), the U.S. Army Corps of Engineers (USACE), the Responsible Parties’ consulting engineering firm and other technical subject-matter experts. A total of 25 meetings of this group took place – dating back to April 2018 and continuing through April 2022 – to provide expertise in the development and evaluation of the document.
  • The objective of the 90% RD is to present a summary of the design plans for the Northern Impoundment. The exception is the portion of the site commonly referred to as the Northwest Corner. The companies and the EPA will need additional discussion to develop a framework and deliverable schedule for the Northwest Corner component. The companies believe this can be done without adversely impacting the overall RD schedule.
  • When the Agency’s original Record of Decision (ROD) was issued, only eight subsurface borings had been installed in the Northern Impoundment. As part of investigative activities since that decision, an additional 71 subsurface borings were installed. The vertical impact of material extends much deeper than initially determined; therefore, the corresponding volume of waste has increased.
  • Based on evaluations made, it was determined that there are several areas across the Northern Impoundment in which there would be significant risk of what’s known as "hydraulic heave" if material were to be removed to the currently estimated elevations of impact.
  • In addition, the document identifies and explains a number of technical issues, uncertainties and additional information related to the RD and the selected remedy.

The complete document can be found at: https://semspub.epa.gov/work/06/100027142.pdf

An array of associated geotechnical information, testing results, modeling, design drawings, specifications and supplemental plans are included with the report.


Request to Alter Response Action for the Northern Impoundment

3/14/22

In a letter to the U.S. EPA dated 3/24/2022, the Agency was asked to reconsider and alter the response action for the Northern Impoundment of the San Jacinto Waste Pits.

  • The request is based on significant new information that has been developed since the remedy (Record of Decision) was selected in October 2017.
  • These changes include significant increases in the volume, lateral extent and total depth of impacted materials required to be excavated; significant complexity; implementation issues with required Best Management Practices; inability to meet the ROD’s requirements to excavate “in the dry” or for “no discharges;” as well as implementability issues and design considerations stemming from TxDOT’s plans to replace and widen the Interstate 10 bridge.
  • Each of these changes represents a significant if not fundamental change with respect to the remedy; collectively, these multiple changes will unequivocally result in modifications to the ROD that the U.S. EPA must address.
  • None of the new information was known to EPA at the time it adopted the conceptual ROD in 2017.
  • In addition to detailing the new information, the letter identifies other Superfund sites at which EPA has issued either an Explanation of Differences (ESD) or ROD amendments.

A copy of the complete letter can be found here

A copy of the EPA’s response letter can be found here


Preliminary 30% Remedial Design Submitted for Northern Impoundment

7/14/20

The Preliminary 30% Remedial Design (RD) document for the Northern Impoundment for the San Jacinto River Waste Pits was submitted to EPA Region 6 on May 28.

  • The 83-page planning document outlines and details the rigorous investigation, engineering studies and analyses underlying the design options for remediation of the waste pits.
  • The remedial design reflects input from a Technical Working Group consisting of representatives from the EPA, Texas Commission on Environmental Quality (TCEQ), the U.S. Army Corps of Engineers (USACE), the Responsible Parties’ consulting engineering firm and other technical subject-matter experts. Ten meetings of this group took place – dating back to April 2018 and continuing through April 2020 – to provide expertise in the development and evaluation of the design.
  • The objective of the “30% RD” is to present a summary of findings and criteria for a remedial design to be considered under the EPA’s oversight for the site. The milestone report reflects two previous phases of pre-design investigation, treatability studies of both waste and water, and recent findings about the depth of waste and underlying soil contained within the current armored cap area.
  • The report also describes in detail primary design elements and complexities involved in executing the remedy selected by EPA for the Northern Impoundment in the Record of Decision dated October 2017. These include the design and installation of a proposed engineered barrier using best management practices as well as waste material excavation and removal methodologies for five waste cells, water management and treatment, worker and community health and safety, duration of the remediation, off-site waste transport, and conditions expected at the site following remediation.

Associated design drawings, specifications and supplemental plans are also included in the report.

The complete document can be found at: https://semspub.epa.gov/src/collection/06/SC32193


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Latest Featured Documents

Supplemental Comments of IP and MIMC on the Proposed Remedial Action Plan

Supplemental Comments of IP and MIMC on the Proposed Remedial Action Plan:

Excerpt: "This letter and the enclosed reports and memoranda are based upon either an event (Hurricane Harvey) that occurred after the close of the public comment period on the PRAP or on a document, the October 2, 2017 USEPA Region 6 Memorandum, that was submitted to the Remedy Review Board following the close of the common period."

Read/Download »

'Considering Hurricane Harvey' by Michael R. Palermo, PhD, PE

"Considering Hurricane Harvey” by Michael R. Palermo, PhD, PE

Excerpt: "Hurricane Harvey was certainly an “ultra-extreme” event, and should be considered a defining ultra-extreme event…The Time Critical Removal Action (TCRA) cap withstood the forces of Harvey, with only small areas of the TCRA armor being affected. "

Read/Download »

'A Supplemental Report Issued Following Hurricane Harvey' by Doug Shields, Jr., Ph.D., P.E., D.WRE

"A Supplemental Report Issued Following Hurricane Harvey" by Doug Shields, Jr., Ph.D., P.E., D.WRE :

Excerpt: "Hurricane Harvey was an extreme event and its occurrence creates an unusual opportunity to test assertions regarding long-term stability of the TCRA Armored Cap in the face of extreme hydrologic events and stresses. "

Read/Download »

Gary  Fact Sheet – Dec 2015

Hurricane Harvey Simulation:

Excerpt: "Results of the evaluation confirm that Harvey was an extreme flood event with high velocities acting over the Armored Cap. Based on the modeling performed, it does not appear that Harvey produced higher forces on the Armored Cap than the large range of storm conditions simulated as part of both the TCRA (Anchor QEA 2010) and Draft Feasibility Study (Anchor QEA 2014). "

Read/Download »

Gary  Fact Sheet – Dec 2015

PRP Responses to the National Remedy Review Board Recommendations:

Excerpt: "Because it does not mention the TCRA armored cap, Region 6 also does not acknowledge that its preferred remedy for removal necessarily involves removal of that functioning cap – something that has never been done before and involves technical challenges and risks that were detailed in Respondents’ comments on Region 6’s Proposed Remedial Action Plan (Proposed Plan). "

Read/Download »

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About Capping

  • EPA San Jacinto River  Waste Pits website

    San Jacinto Update Video

    Watch an animation about the recently completed repair work at the site. Click here to view/download the video.

  • EPA San Jacinto River  Waste Pits website

    List of Capping Projects Throughout The United States

    Read more about sites throughout the country that have implemented successful, functioning caps

  • EPA San Jacinto River  Waste Pits website

    San Jacinto Armored Cap

    Watch a short video illustrating the armored cap at the San Jacinto Site.

    Read/Download Document »