Flame retardants and plastic additives in San Francisco Bay: Targeted monitoring of organophosphate esters and bisphenols

San Francisco Estuary Institute (SFEI) | January 31st, 2020

Flood Runoff in Relation to Water Vapor Transport by Atmospheric Rivers Over the Western United States, 1949–2015

American Geophysical Union (AGU) | November 29th, 2017

Atmospheric rivers (ARs) have a significant role in generating floods across the western United States. We analyze daily streamflow for water years 1949 to 2015 from 5,

Atmospheric rivers (ARs) have a significant role in generating floods across the western United States. We analyze daily streamflow for water years 1949 to 2015 from 5,477 gages in relation to watervapor transport by ARs using a 6 h chronology resolved to 2.5° latitude and longitude. The probability that an AR will generate 50 mm/d of runoff in a river on the Pacific Coast increases from 12% when daily mean water vapor transport, DVT, is greater than 300 kg m
1s
1to 54% when DVT>600 kg m
1s
1. Extreme runoff, represented by the 99th quantile of daily values, doubles from 80 mm/d at DVT = 300 kg m
1s
1to160 mm/d at DVT = 500 kg m
1s
1. Forecasts and predictions of water vapor transport by atmospheric rivers can support flood risk assessment and estimates of future flood frequencies and magnitude in the western United States.

Fourth Five Year Review Report for the San Gabriel Valley Area 2 Superfund Site, Los Angeles, California

U.S. Environmental Protection Agency (EPA) | September 15th, 2022

This is the fourth Five-Year Review of the San Gabriel Valley Area 2 (Site) located in the San Gabriel Valley in Los Angeles County, California. The purpose of this Five-

This is the fourth Five-Year Review of the San Gabriel Valley Area 2 (Site) located in the San Gabriel Valley in Los Angeles County, California. The purpose of this Five-Year Review is to review information to determine if the remedy is and will continue to be protective of human health and the environment. The Site addresses approximately 10 square miles of groundwater contamination in eastern Los Angeles County within the San Gabriel Valley. Groundwater contamination is believed to result from the cumulative impact of decades of improper chemical handling and disposal practices at numerous industrial operations in the Valley. The Site contamination originates at current and former industrial facilities in and near Azusa, California and extends to the southwest through portions of the cities of Irwindale, Baldwin Park, West Covina, and Industry. The most prevalent contaminants in groundwater are trichloroethylene, tetrachloroethylene, carbon tetrachloride, perchlorate, n-nitrosodimethylamine (NDMA), and 1,4-dioxane.

French Creek Flow Accounting Study

Scott River Water Trust | May 15th, 2020

The Scott River Water Trust (SRWT) has been working with adjudicated water-users in Scott Valley since 2007 to develop opportunities for stream flow enhancement through t

The Scott River Water Trust (SRWT) has been working with adjudicated water-users in Scott Valley since 2007 to develop opportunities for stream flow enhancement through temporary leases or long-term/permanent dedications of surface water rights. Under the seasonal Water Leasing Program, the SRWT contracts with voluntary agricultural producers to temporarily forbear all or part of their decreed water right(s) during the irrigation season in exchange for fair financial compensation. The purpose of the seasonal Water Leasing Program is to improve conditions for anadromous fish in priority stream reaches during critical life stages and time periods. The Siskiyou Resource Conservation District (SRCD) has been integrally involved with implementation of the seasonal Water Leasing Program since its inception and particularly with the monitoring component. Monitoring of seasonal transactions is generally limited to ensuring compliance with the lease terms and confirming stream response. However, in 2016 the SRWT proposed expanding the scope of effectiveness monitoring associated with the Water Leasing Program based on suggestions from Andrew Purkey and Rankin Holmes of the National Fish and Wildlife Foundation and their experience monitoring transactions in the Columbia River Basin (Holmes, et al., 2013). Under funding from the California Flow Restoration Accounting Fund managed by the National Fish and Wildlife Foundation, the SRWT contracted with the SRCD to explore several additional effectiveness monitoring techniques on French Creek including instream water level/discharge monitoring, wetted- perimeter analysis and alluvial connectivity surveillance. The purpose of this additional monitoring was to evaluate the applicability and effectiveness of these techniques to stream flow enhancement in Scott Valley and determine whether it would make sense for the SRWT adopt these practices into its programs. The specific components and objectives of the work completed on French Creek included: • Evaluate the instream effect of forbearance agreements performed by SRWT • Establish and maintain monitoring stations throughout French Creek to determine the downstream extent that returned water from various leases had on stream flow and temperature • Perform wetted perimeter analysis on French Creek to develop a relationship between instream flows and aquatic habitat conditions • Conduct periodic fisheries surveys through French Creek to evaluate the relative abundance of salmonids influenced by the transactions • Conduct periodic foot surveys through lower French Creek to establish the temporal and spatial connectivity to the Scott River This report summarizes the monitoring and analysis conducted by the SRCD during the 2018 and 2019 water leasing seasons under the French Creek Flow Accounting Study and provides conclusions related to the applicability of these methods to the SRWT.

Frequently Asked Questions Related to the CASGEM Program

California Department of Water Resources (DWR) | August 21st, 2023

Since 2009, the California Statewide Groundwater Elevation Monitoring (CASGEM) Program has tracked seasonal and long-term groundwater elevation trends in groundwater basi

Since 2009, the California Statewide Groundwater Elevation Monitoring (CASGEM) Program has tracked seasonal and long-term groundwater elevation trends in groundwater basins statewide. The program’s mission is to establish a permanent, locally-managed program of regular and systematic monitoring in all of California's alluvial groundwater basins. Senate Bill x7-6, passed by the legislature in 2009, established collaboration between local monitoring parties and DWR to collect statewide groundwater elevations, to be made available to the public. In response to the law, we developed the CASGEM program. Collecting and evaluating these groundwater data on a statewide scale is a fundamental step toward improving management of California's groundwater resources. The CASGEM program relies and builds upon the many previously established local long-term groundwater monitoring and management programs. Click here for the CASEGEM Data and Resources directory from the Department of Water Resources.

Gaps and opportunities in nitrogen pollution policies around the world

Nature Portfolio (Springer Nature) | July 6th, 2020

Nitrogen pollution is an important environmental issue gaining traction in policy circles. However, there is little understanding of current nitrogen policies around the

Nitrogen pollution is an important environmental issue gaining traction in policy circles. However, there is little understanding of current nitrogen policies around the world: whether they account for nitrogen’s unique ability to exacerbate multiple environmental impacts or balance nitrogen’s dual role as an essential agricultural input and major pollutant. Here we assemble and analyse the first database of nitrogen policies generated by national and regional legislatures and government agencies, a collection of 2,726 policies across 186 countries derived from the ECOLEX database. The database covers all major environmental sinks (such as air, water and climate), economic sectors (including agriculture, wastewater and industry) and policy instruments (from market mechanisms to regulatory standards). We find that sink-centred policies are focused predominantly on water, mirroring the distribution of nitrogen’s global environmental and human health costs. However, policy integration across sinks is severely lacking, which heightens the risk of substituting one form of nitrogen pollution for another. Moreover, two-thirds of agricultural policies (ranging from broad sectoral programmes to nitrogen-specific measures) incentivize nitrogen use or manage its commerce, demonstrating the primacy of food production over environmental concerns.

Geochemistry of Ground Water in the Sacramento Valley, California

U.S. Geological Survey (USGS) | July 13th, 1984

A geochemical investigation was done to evaluate temporal changes in water quality and to determine the processes that control water chemistry in shallow ground water of

A geochemical investigation was done to evaluate temporal changes in water quality and to determine the processes that control water chemistry in shallow ground water of the Sacramento Valley, California. A total of 671 chemical analyses from 651 wells were used to study the processes controlling water chemistry. Temporal variations in dissolved-solids and nitrate concentrations were studied in 140 and 62 wells, respectively, having multiple observations with time.

Geohydrology, Geochemistry, and Numerical Simulation of Groundwater Flow and Land Subsidence in the Bicycle Basin, Fort Irwin National Training Center, California

U.S. Geological Survey (USGS) | July 19th, 2018

Groundwater pumping from Bicycle Groundwater Basin (referred to as Bicycle Basin) in the Fort Irwin National Training Center, California, began in 1967. From 1967 to Dece

Groundwater pumping from Bicycle Groundwater Basin (referred to as Bicycle Basin) in the Fort Irwin National Training Center, California, began in 1967. From 1967 to December 2010, about 46,000 acre-feet of water had been pumped from the basin and transported to the Irwin Basin. During this time, not only did water levels in the basin decline by as much as 100 feet, the quality of the groundwater pumped from the basin also deteriorated in some wells. The U.S. Geological Survey collected geohydrologic data from existing wells, test holes, and 16 additional monitoring wells installed at 6 sites in Bicycle Basin during 1992–2011 to determine the quantity and quality of groundwater available in the basin. Geophysical surveys, including electrical, gravity, and seismic refraction surveys, were completed to help determine the geometry of the structural basin, delineate depths to the interface between Quaternary and Tertiary rocks, map the depth to the water table, and used to develop a geohydrologic framework and groundwater-flow model for Bicycle Basin. Water samples were used to determine the groundwater quality in the basin and to delineate potential sources of poor-quality groundwater. Analysis of stable isotopes of oxygen and hydrogen in groundwater indicated that present-day precipitation is not a major source of recharge to the basin. Tritium and carbon-14 data indicated that most of the groundwater in the basin was recharged prior to 1952 and had an apparent age of 15,625–39,350 years. Natural recharge to the basin was not sufficient to replenish the groundwater pumped from the basin. Interferograms from synthetic aperture radar data (InSAR), analyzed to evaluate land-surface subsidence between 1993 and 2010, showed 0.23 to 1.1 feet of subsidence during this period near one production well north of Bicycle Lake (dry) playa. A groundwater-flow model of Bicycle Basin was developed and calibrated using groundwater levels for 1964–2010, and a subsidence model using land-surface deformation data for 1993–2010. Between January 1967 and December 2010, the simulated total recharge from precipitation runoff and underflow from adjacent basins was about 5,100 acre-feet and pumpage from the Bicycle Basin was about 47,000 acre-feet of water. Total outflows exceeded natural recharge during this period, resulting in a net loss of about 42,100 acre-feet of groundwater storage in the basin. The Fort Irwin National Training Center is considering various groundwater-management options in the Bicycle Basin. The groundwater-flow model was used to (1) evaluate changes in groundwater levels and subsidence with the addition of capture and recharge of simulated runoff in retention basins (scenario 1) for predevelopment through 2010; (2) simulate a base case (scenario 2) for reference; and (3) compare projections of alternative future pumping strategies for 2011–60 (scenarios 3–5). Model results from the runoff-capture simulation (scenario 1) indicated that total recharge, including runoff captured using retention basins, locally increased water levels, which partially offset, but did not mitigate, groundwater depletion associated with pumping. Groundwater-storage depletion in scenario 1 was about 14 percent less than without runoff capture. Simulated-drawdown results in model layer 1 in the eastern part of the basin indicated that, because of the captured runoff, simulated heads were as much as 100 feet higher in December 2010 than prior to the onset of development in 1967. In contrast, simulated drawdown for model without runoff capture indicated that, without captured runoff, simulated heads for December 2010 in this area were 80–90 feet lower than during the predevelopment period. Subsidence was mitigated slightly in scenario 1 compared to without runoff capture; the largest decrease in subsidence at observation sites was about 0.07 feet. Scenario 2 results indicated that simulated drawdown in model layer 6 at the end of 2060 ranged from about 46 to 135 feet. Subsidence at observation sites at the end of 2060 ranged from 0.83 to 2.8 feet. Reducing the base case pumping rate by 25 percent in the existing production well in the subsidence area and redistributing the pumpage to the other two production wells (scenario 3) resulted in a reduction of drawdown in the subsidence area compared with the base case (scenario 2). The difference in subsidence at the end of 2060 between scenario 3 and the base case was small (less than 0.07 feet) for all observation locations. Repeating the simulation scenario 3 but additionally reducing the basin-wide pumpage by 3 percent per year from 2011 through 2020 (scenario 4) resulted in about 60 feet less drawdown in the subsidence area than for the base case. Subsidence at observation sites ranged from 0.12 to 0.43 feet less than for the base case. Reducing the pumpage in the existing production well in the subsidence area to zero, while continuing the base case pumping rate in the other two existing production wells (scenario 5), resulted in more than 100 feet less drawdown in the subsidence area than in the base case. The simulated subsidence at the end of 2060 ranged from about 0.19 to about 1.16 feet less than in the base case, indicating that the discontinuation of pumpage at well 14N/3E-14P1 would result in substantially reduced subsidence. Overall, continued water-table declines dewatered the more productive upper layers of the aquifer, causing more groundwater to be withdrawn from deeper, lower yielding layers and resulting in faster declines in the water table and greater vertical gradients in the future. If the water table declines into the perforated intervals of wells, increased maintenance costs and altered well-water quality could potentially result. Water-management scenario 1 indicated that adding managed recharge resulted in a modest decrease (4–5 percent) in the rate of subsidence compared with historical conditions. The reduction of pumpage in the area of subsidence and redistribution of the amount of reduced pumpage to wells in other parts of the basin (scenario 3) resulted in modest decreases (5–6 percent) in the rate of subsidence compared with continuation of historical pumpage. Including either a basin-wide reduction of pumpage of 3 percent annually (cumulatively, a 24 percent decrease) as well as redistribution of the pumpage (scenario 4) or discontinuing pumping in the area of greatest subsidence (scenario 5), however, demonstrated that subsidence could be reduced substantially (22–26 percent for scenario 4 and 62–68 percent for scenario 5) compared with subsidence for continuing historical pumpage.

Geologic Map and Borehole Stratigraphy of Hinkley Valley and Vicinity, San Bernardino County, California

U.S. Geological Survey (USGS) | December 17th, 2020

Hinkley Valley, in the central to western Mojave Desert of southeastern California, has a long historical record owing to its position as a crossroads for rail and road t

Hinkley Valley, in the central to western Mojave Desert of southeastern California, has a long historical record owing to its position as a crossroads for rail and road traffic and its position adjacent to the Mojave River. Subflow in the Mojave River provided groundwater recharge that maintained water consumption and demand by way of shallow wells for local agriculture (Thompson, 1929) in the valley. Its crossroads position led to construction of several power-transmission lines, pipeline, and communications cable routes that transect Hinkley Valley. One of these, a natural gas pipeline and its associated compressor station, was the locus of hexavalent chromium, Cr(VI), releases into, and consequent contamination of, groundwater (Izbicki and Groover, 2018). Understanding the movement and fate of the contaminants is a complex hydrologic and geo-chemical problem. Geologic mapping of the Hinkley Valley area provides framework elements for use in resolving this problem.

Geologic Setting, Geohydrology, and Ground-Water Quality near the Helendale Fault in the Mojave River Basin, San Bernardino County, California

U.S. Geological Survey (USGS) | July 15th, 2003

The proximity of the Moja ve River groundwater basin to the highly urbanized Los Angeles region has resulted in rapid population growth and, consequently, an increase in

The proximity of the Moja ve River groundwater basin to the highly urbanized Los Angeles region has resulted in rapid population growth and, consequently, an increase in the demand for water. The Mojave River, the primary source of surface water for the region, normally is dry—except for periods of flow after intense storms; therefore, the region relies almost entirely on ground water to meet its agricultural and municipal needs. The area where the Helendale Fault intersects the Mojave River is of particular hydrogeologic interest because of its importance as a boundary between two water-management subareas of the Mojave Water Agency. The fault is the boundary between the upper Mojave River Basin (Oeste, Alto, and Este subareas) and the lower Mojave River Basin (Centro and Baja subareas); specifically, the fault is the boundary between the Alto and the Centro subareas. To obtain the information necessary to help better understand the hydrogeology of the area near the fault, multiple-well monitoring sites were installed, the surface geology was mapped in detail, and water-level and water-quality data were collected from wells in the study area.