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EXECUTIVE SUMMARYThe groundwater flow and radionuclide transport model characterizing the Shoal underground nuclear test has been accepted by the State of Nevada Division of Environmental Protection. According to the Federal Facility Agreement and Consent Order (FFACO) between the U.S. Department of Energy and the State of Nevada, the next steps in the closure process for the site are model validation (or postaudit), proof of concept, and long-term monitoring. This report addresses the development of the monitoring strategy for Shoal, which is needed for preparing the subsurface Corrective Action Decision Document/Corrective Action Plan (CADD/CAP). The proposed monitoring plan builds on three different, yet complementary, approaches (or tools) for locating the monitoring wells around the site with the main objective being detection monitoring and the secondary objective being data collection for model validation. The purpose of a detection-based monitoring system is the identification of groundwater contamination before a plume traverses a regulatory boundary located hydraulically downgradient of the contamination source. The design of such a system entails locating monitoring wells in the areas likely to encounter plume migration.The first tool is applied to select a number of potential siting horizons to which monitoring wells could be allocated. Based on plume geometry, this tool is used to determine the efficiency of each siting horizon and the minimum number of wells needed to span each horizon for detection monitoring. Different siting horizons can thus be ranked for detection efficiency by evaluating, for each horizon, the ratio of the maximum well spacing to the width of the potential zone of contaminant migration. A large value of this ratio indicates an effective horizon because the migration zone can be traversed with fewer wells. When a large number of monitoring wells are planned, a mathematical programming model that allocates a specified number of monitoring sites throughout the model domain can then be used. For Shoal, however, the number of monitoring wells is expected to be relatively small thereby allowing one to allocate the potential wells to the siting horizons with the highest efficiency rankings, provided that other constraints are being considered in this allocation process.Five siting horizons or control planes (CPs) have been selected for analysis. The five CPs are oriented perpendicular to the mean flow direction, which is not parallel to the model's y-coordinate. The selection of the location of these CPs is aimed at providing the necessary distances from the compliance boundary for a reaction time of 50 years. The farthest CP (CP #5) passes through the western edge of the maximum contaminant level (MCL)-based contaminant boundary (assumed here to be the compliance boundary). CP #4 is located at a distance equivalent to a 50-year reaction time (about 60 m) from the farthest point on the MCL boundary. CP #3 is at a distance of 60 m from CP #5. The next CP (CP #2) passes through the ea...
EXECUTIVE SUMMARYThe groundwater flow and radionuclide transport model characterizing the Shoal underground nuclear test has been accepted by the State of Nevada Division of Environmental Protection. According to the Federal Facility Agreement and Consent Order (FFACO) between the U.S. Department of Energy and the State of Nevada, the next steps in the closure process for the site are model validation (or postaudit), proof of concept, and long-term monitoring. This report addresses the development of the monitoring strategy for Shoal, which is needed for preparing the subsurface Corrective Action Decision Document/Corrective Action Plan (CADD/CAP). The proposed monitoring plan builds on three different, yet complementary, approaches (or tools) for locating the monitoring wells around the site with the main objective being detection monitoring and the secondary objective being data collection for model validation. The purpose of a detection-based monitoring system is the identification of groundwater contamination before a plume traverses a regulatory boundary located hydraulically downgradient of the contamination source. The design of such a system entails locating monitoring wells in the areas likely to encounter plume migration.The first tool is applied to select a number of potential siting horizons to which monitoring wells could be allocated. Based on plume geometry, this tool is used to determine the efficiency of each siting horizon and the minimum number of wells needed to span each horizon for detection monitoring. Different siting horizons can thus be ranked for detection efficiency by evaluating, for each horizon, the ratio of the maximum well spacing to the width of the potential zone of contaminant migration. A large value of this ratio indicates an effective horizon because the migration zone can be traversed with fewer wells. When a large number of monitoring wells are planned, a mathematical programming model that allocates a specified number of monitoring sites throughout the model domain can then be used. For Shoal, however, the number of monitoring wells is expected to be relatively small thereby allowing one to allocate the potential wells to the siting horizons with the highest efficiency rankings, provided that other constraints are being considered in this allocation process.Five siting horizons or control planes (CPs) have been selected for analysis. The five CPs are oriented perpendicular to the mean flow direction, which is not parallel to the model's y-coordinate. The selection of the location of these CPs is aimed at providing the necessary distances from the compliance boundary for a reaction time of 50 years. The farthest CP (CP #5) passes through the western edge of the maximum contaminant level (MCL)-based contaminant boundary (assumed here to be the compliance boundary). CP #4 is located at a distance equivalent to a 50-year reaction time (about 60 m) from the farthest point on the MCL boundary. CP #3 is at a distance of 60 m from CP #5. The next CP (CP #2) passes through the ea...
Environmental restoration at the Shoal underground nuclear test is following a process prescribed by a Federal Facility Agreement and Consent Order (FFACO) between the U.S. Department of Energy, the U.S. Department of Defense, and the State of Nevada. Characterization of the site included two stages of well drilling and testing in 1996 and 1999, and development and revision of numerical models of groundwater flow and radionuclide transport. Agreement on a contaminant boundary for the site and a corrective action plan was reached in 2006. Later that same year, three wells were installed for the purposes of model validation and site monitoring. The FFACO prescribes a five-year proof-of-concept period for demonstrating that the site groundwater model is capable of producing meaningful results with an acceptable level of uncertainty. The corrective action plan specifies a rigorous seven step validation process. The accepted groundwater model is evaluated using that process in light of the newly acquired data. The conceptual model of ground water flow for the Project Shoal Area considers groundwater flow through the fractured granite aquifer comprising the Sand Springs Range. Water enters the system by the infiltration of precipitation directly on the surface of the mountain range. Groundwater leaves the granite aquifer by flowing into alluvial deposits in the adjacent basins of Fourmile Flat and Fairview Valley. A groundwater divide is interpreted as coinciding with the western portion of the Sand Springs Range, west of the underground nuclear test, preventing flow from the test into Fourmile Flat. A very low conductivity shear zone east of the nuclear test roughly parallels the divide. The presence of these lateral boundaries, coupled with a regional discharge area to the northeast, is interpreted in the model as causing groundwater from the site to flow in a northeastward direction into Fairview Valley. Steady-state flow conditions are assumed given the absence of groundwater withdrawal activities in the area. The conceptual and numerical models were developed based upon regional hydrogeologic investigations conducted in the 1960s, site characterization investigations (including ten wells and various geophysical and geologic studies) at Shoal itself prior to and immediately after the test, and two site characterization campaigns in the 1990s for environmental restoration purposes (including eight wells and a year-long tracer test). The new wells are denoted MV-1, MV-2, and MV-3, and are located to the northnortheast of the nuclear test. The groundwater model was generally lacking data in the northnortheastern area; only HC-1 and the abandoned PM-2 wells existed in this area. The wells provide data on fracture orientation and frequency, water levels, hydraulic conductivity, and water chemistry for comparison with the groundwater model. A total of 12 real-number validation targets were available for the validation analysis, including five values of hydraulic head, three hydraulic conductivity measurements, three hydr...
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