Engineering

Peñasquito

Client: Minera Peñasquito S.A. DE C.V.

Zacatecas, México

1. Project Overview

The Peñasquito mining unit, located in the state of Zacatecas, Mexico, is one of the largest open-pit mining operations in Latin America. Owned and operated by Newmont Corporation, the mine produces gold, silver, lead, and zinc and represents a cornerstone of modern Mexican mining.

The deposit is situated within the Mazapil mining district, a region recognized for its significant metallic resources and economic importance. Peñasquito features state-of-the-art mining and processing infrastructure, large-capacity tailings storage facilities (TSFs), and advanced water management systems, all developed under strict sustainability and environmental compliance standards.

2. Project Challenges

Project development at Peñasquito involved a series of complex technical and management challenges requiring highly specialized engineering solutions:

  • Design and implementation of integrated seepage and groundwater flow monitoring systems.

  • Replacement of large-diameter steel pipelines (36-inch and 42-inch) while maintaining uninterrupted operations.

  • Simultaneous compliance with Mexican regulatory requirements and Newmont corporate standards.

  • Optimization of contingency ponds designed to manage flows of up to 5,000 tons per hour (TPH) for a 60-minute event.

  • Technical and economic validation of closure strategies and demolition cost estimates.

  • Coordination of critical water management and tailings infrastructure.

  • Implementation of solutions aligned with operational safety and environmental sustainability objectives.

3. Our Approach and Solutions

To address these challenges, a multidisciplinary engineering approach was implemented, prioritizing operational reliability, technical efficiency, and long-term sustainability.

Tools, Methods, and Innovations

  • Development of integrated seepage monitoring and collection systems.

  • Detailed engineering for the replacement of 36-inch and 42-inch diameter steel pipelines.

  • Design of seepage collector trenches incorporating HDPE drainage systems, granular filters, and nonwoven geotextiles.

  • Conceptual engineering for contingency ponds serving the north and south hydrocyclone towers.

  • Feasibility studies for optimization of hydraulic monitoring systems.

  • Technical validation of demolition cost assessments in accordance with regulatory requirements.

Sustainable Engineering Practices

  • Dual compliance with national regulations and international corporate standards.

  • Optimization of water management efficiency within contingency systems.

  • Reduction of environmental impact through optimized hydraulic design solutions.

  • Application of sustainable engineering principles in infrastructure upgrades and operational systems.

4. Results Achieved

The implementation of this approach delivered measurable improvements in the management of critical infrastructure.

Technical Deliverables

  • Feasibility engineering for the seepage monitoring system (USD 158,078).

  • Detailed engineering for 36-inch pipeline replacement (USD 113,868) and 42-inch pipeline replacement (USD 76,152).

  • Design of seepage collector trench discharging to the north and south ponds (USD 72,879).

  • Engineering support for replacement of 4,500 meters of 36-inch diameter steel pipeline (USD 54,896).

  • Conceptual engineering for contingency ponds with a 5,000 TPH capacity (USD 54,732).

  • Technical validation of demolition cost estimates in compliance with regulatory standards.

Project Impact

  • Strengthened hydraulic integrity and operational safety of critical systems.

  • Implementation of high-performance, technically robust, and sustainable engineering solutions.

  • Full alignment with international corporate governance and regulatory frameworks.

  • Strategic technical support for closure planning and long-term operational sustainability.