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EL85 Drop Structure

In August of 2021, a drop structure on the EL85 lateral partially washed out, resulting in a service disruption to water deliveries in Irrigation Block 18. The washout resulted in erosion under the structure causing it to twist and settle on the downstream end. The twisting and settlement of the structure caused several large cracks to develop on the upstream face and along the inside walls of the drop. The District stabilized the structure with controlled density fill , repaired the cracks, and replaced several thousand cubic yards of soil that had been washed away. Work was completed and the EL85 lateral was back up and running within 5 days. However, a more permanent repair would be required during the irrigation off season.

During the winter of 2021-2022, the District completed permanent repairs to the failed drop structure and EL85 irrigation lateral. New structural concrete walls were placed in front of, and within the upper portion of the structure. No work was done to the inclined portion of the chute or the lower stilling basin as these areas had remained mostly unaffected. Lastly, the EL85 lateral was lined with an impervious geomembrane immediately upstream of the drop structure to prevent future seepage or erosion from occurring.

Traveling Screens

Traveling Screens

Weeds and debris are always a top problem throughout the process of delivering irrigation water to our waterusers, particularly when it comes to the operation of the District’s more than 100 pumping plants. These pumping plants must be fed a constant supply of water that is free of large debris and weeds to ensure optimal pump performance and longevity. Typically, a steel “bar rack” is used to catch this material in front of the pumping plants which requires manual cleaning by Ditchriders. This manual cleaning can become very labor intensive during peak weed/debris times of year and often results in pumping plant outages due to the inability of the employee to keep up with the weed/debris load.

Excavator Skimming Buckets

Excavator Skimming Buckets

Cleaning and maintaining irrigation canals, laterals, and ditches is a vital part of the irrigation water delivery process. Throughout the irrigation delivery season, vegetation growth within project waterways can drastically limit the capacity and ability to get the desired amount of water through those systems. Often times, mechanical cleaning of these affected waterways must be completed during the irrigation season to maintain adequate flows.

Pipeline Projects

Pipeline Projects

Every year during the irrigation off-season, the District typically converts a number of open waterways to buried pipelines. Often these are done for one of two reasons; operation and maintenance problems or water conservation. Operation and maintenance problems that may warrant the piping of a waterway can include excessive vegetation, erosion, access limitations, susceptibility to windblown material and debris and safety concerns. Many waterways are piped in an effort to achieve some amount of water conservation. Depending on the underlying soil conditions in the area where a waterway is constructed, seepage rates can vary widely. The District attempts to pipe a number of these waterways each year based on the severity of seepage.

PPL5.8 Wasteway

PPL5.8 Wasteway

The U.S. Bureau of Reclamation (USBR) is completing a new wasteway pipeline to address a long standing issue at the lower end of Block 1. This new wasteway will allow water to return to the Columbia River from the canal in the event of an outage at the PPL6.2 Pumping Plant, which sits at the intersection of Dent Road and Easy Street. Having this wasteway will protect the canal from washing out.

PPL1.6 Pumping Plant

PPL1.6 Pumping Plant

South Columbia Basin Irrigation District (District) has long been interested in pumping water from the Esquatzel Diversion Canal (EDC) into the Pasco Pump Lateral (PPL). The EDC and the PPL cross each other just east of where the EDC returns project waste, seepage and return flows to the Columbia River. The PPL receives water from the tail end of the Potholes Canal, serving Block 1, and frequently would face water shortages during peak demand.