Overview
Las Cruces wastewater treatment plant in Durango, Mexico provides secondary treatment for a small community of 319 people, discharging 30.24 m³/day of treated effluent.
Las Cruces wastewater treatment plant serves the small community of Las Cruces in the municipality of Peñón Blanco, Durango, Mexico. The plant provides secondary treatment for a population of 319, with a designed capacity of 32.83 m³/day and an average discharge volume of 30.24 m³/day. As a secondary treatment facility, Las Cruces meets the standard level required for municipal wastewater in Mexico under NOM-001-SEMARNAT-1996, which sets limits for pollutants in discharges to national waters. The plant's capacity utilization is high, indicating efficient operation for the community's needs. The treated effluent from Las Cruces ultimately drains into the local watershed within the Nazas River basin, which flows into the Laguna de Mayrán, an important inland wetland in the arid region of Durango. The plant helps protect local water quality and supports the ecological health of the downstream environment.
Environmental context
The plant discharges into the Nazas River basin, which flows into the Laguna de Mayrán, a seasonal wetland in the semi-arid region of Durango. This watershed supports local agriculture and provides habitat for migratory birds and native aquatic species. The secondary treatment helps reduce nutrient and organic loads, protecting the ecological balance of the downstream water bodies.
Frequently asked questions
Las Cruces wastewater treatment plant is located in the town of Las Cruces, in the municipality of Peñón Blanco, Durango, Mexico.
The plant serves a population of 319 people, making it a small-scale facility for a rural community.
The plant discharges treated effluent into the local watershed within the Nazas River basin, which ultimately flows into the Laguna de Mayrán wetland.
Las Cruces provides secondary treatment, which is the standard level required for municipal wastewater in Mexico under NOM-001-SEMARNAT-1996.
The plant has a designed capacity of 32.83 m³/day and an average discharge volume of 30.24 m³/day, indicating high utilization.
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