The aquifer testing described in this report was conducted in response to USEPA comments (WSRC, 1998) on the Rev. 0 R-Reactor Seepage Basins RFI/RI Report (WSRC, 1998a), Appendix G, Groundwater Contaminant Transport Modeling for the R-Reactor Seepage Basins (RRSB)/108-4R Overflow Basin Operable Unit. The R-area regional flow model described in Appendix G of the RFI/RI is based on small-scale and/or indirect measures of hydraulic conductivity, including laboratory tests, slug tests, cone penetration testing (CPT) and lithologic core descriptions. The USEPA proposed and SRS- agreed that large-scale conductivity estimates from multiple well pumping tests would be beneficial for validating the model conductivity field. Overall, the aquifer test...
This report documents the interpretation and analysis of the hydraulic data collected for the Fiscal...
An external peer review was conducted to review the groundwater models used in the corrective action...
The 33 years of active operation of the F- and H-Area Seepage Basins to dispose of liquid low-level ...
The Savannah River Site (SRS) conducts extensive onsite and specific ground water monitoring to ensu...
On September 30, 1992, the South Carolina Department of Health and Environmental Control (SCDHEC) is...
A detailed numerical groundwater flow model has been developed for the R-Area of the Savannah River ...
A regional groundwater flow model encompassing approximately 100 mi2 surrounding the C, K, L, and P ...
The focus of this report is the summer 1999 investigation of the shallow groundwater system using co...
As part of the demonstration testing of the Purge Water Management System (PWMS) technology at the S...
Two constant discharge, multiple well pumping tests were performed in the Congaree aquifer at the H-...
Environmental restoration at the Shoal underground nuclear test is following a process prescribed by...
The hydrologic properties of selected aquifer systems underlying the Milhaven and Girard sites in Ge...
Understanding the flow of groundwater and contaminants in 3-dimensions, along with hydraulic propert...
Pacific Northwest National Laboratory (PNNL) conducted a Phase I, Resource Conservation and Recovery...
During the second quarter of 1990 the wells which make up the H-Area Seepage Basins (H-HWMF) monitor...
This report documents the interpretation and analysis of the hydraulic data collected for the Fiscal...
An external peer review was conducted to review the groundwater models used in the corrective action...
The 33 years of active operation of the F- and H-Area Seepage Basins to dispose of liquid low-level ...
The Savannah River Site (SRS) conducts extensive onsite and specific ground water monitoring to ensu...
On September 30, 1992, the South Carolina Department of Health and Environmental Control (SCDHEC) is...
A detailed numerical groundwater flow model has been developed for the R-Area of the Savannah River ...
A regional groundwater flow model encompassing approximately 100 mi2 surrounding the C, K, L, and P ...
The focus of this report is the summer 1999 investigation of the shallow groundwater system using co...
As part of the demonstration testing of the Purge Water Management System (PWMS) technology at the S...
Two constant discharge, multiple well pumping tests were performed in the Congaree aquifer at the H-...
Environmental restoration at the Shoal underground nuclear test is following a process prescribed by...
The hydrologic properties of selected aquifer systems underlying the Milhaven and Girard sites in Ge...
Understanding the flow of groundwater and contaminants in 3-dimensions, along with hydraulic propert...
Pacific Northwest National Laboratory (PNNL) conducted a Phase I, Resource Conservation and Recovery...
During the second quarter of 1990 the wells which make up the H-Area Seepage Basins (H-HWMF) monitor...
This report documents the interpretation and analysis of the hydraulic data collected for the Fiscal...
An external peer review was conducted to review the groundwater models used in the corrective action...
The 33 years of active operation of the F- and H-Area Seepage Basins to dispose of liquid low-level ...