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Title: Remedial action plan and site design for stabilization of the inactive uranium processing site at Naturita, Colorado. Appendix A of Attachment 3: Calculations, Final

Abstract

This report contains calculations for: hydraulic gradients for Alluvial Aquifer and Salt Wash Aquifer; slug test analysis to determine hydraulic conductivity for Alluvial Aquifer and Salt Wash Aquifer; average linear groundwater velocity for Alluvial Aquifer and Salt Wash Aquifer; statistical analysis of the extent of existing groundwater contamination; hydraulic gradients for Dakota/Burro Canyon Formation and Salt Wash Aquifer; slug test analysis to determine hydraulic conductivity for Dakota/Burro Canyon Formation and Perched Salt Wash Aquifer; determination of hydraulic conductivity of the Dakota/Burro Canyon Formation from Packer Tests; average linear groundwater velocity for Dakota/Burro Canyon and Salt Wash Aquifer; chemical and mineralogical characterization of core samples from the Dry Flats Disposal Site; and demonstration of low groundwater yield from Uppermost Aquifer.

Publication Date:
Research Org.:
Jacobs Engineering Group, Inc., Albuquerque, NM (United States)
Sponsoring Org.:
USDOE, Washington, DC (United States)
OSTI Identifier:
10147312
Report Number(s):
DOE/AL/62350-40F-Attach.3-App.A
ON: DE94011049; BR: EW2010102/EX2040010; AH1015010/AH1015020
DOE Contract Number:  
AC04-91AL62350; FC04-82AL16257
Resource Type:
Technical Report
Resource Relation:
Other Information: PBD: Mar 1994
Country of Publication:
United States
Language:
English
Subject:
11 NUCLEAR FUEL CYCLE AND FUEL MATERIALS; 54 ENVIRONMENTAL SCIENCES; 12 MANAGEMENT OF RADIOACTIVE AND NON-RADIOACTIVE WASTES FROM NUCLEAR FACILITIES; 58 GEOSCIENCES; FEED MATERIALS PLANTS; ABANDONED SITES; SITE CHARACTERIZATION; REMEDIAL ACTION; MILL TAILINGS; RADIOACTIVE WASTE DISPOSAL; GROUND WATER; HYDROLOGY; COLORADO; COMPILED DATA; WATER QUALITY; HYDRAULIC CONDUCTIVITY; AQUIFERS; VELOCITY; PROGRESS REPORT; 054000; 540250; 052002; 580000; HEALTH AND SAFETY; SITE RESOURCE AND USE STUDIES; WASTE DISPOSAL AND STORAGE; GEOSCIENCES

Citation Formats

Not Available. Remedial action plan and site design for stabilization of the inactive uranium processing site at Naturita, Colorado. Appendix A of Attachment 3: Calculations, Final. United States: N. p., 1994. Web. doi:10.2172/10147312.
Not Available. Remedial action plan and site design for stabilization of the inactive uranium processing site at Naturita, Colorado. Appendix A of Attachment 3: Calculations, Final. United States. doi:10.2172/10147312.
Not Available. Tue . "Remedial action plan and site design for stabilization of the inactive uranium processing site at Naturita, Colorado. Appendix A of Attachment 3: Calculations, Final". United States. doi:10.2172/10147312. https://www.osti.gov/servlets/purl/10147312.
@article{osti_10147312,
title = {Remedial action plan and site design for stabilization of the inactive uranium processing site at Naturita, Colorado. Appendix A of Attachment 3: Calculations, Final},
author = {Not Available},
abstractNote = {This report contains calculations for: hydraulic gradients for Alluvial Aquifer and Salt Wash Aquifer; slug test analysis to determine hydraulic conductivity for Alluvial Aquifer and Salt Wash Aquifer; average linear groundwater velocity for Alluvial Aquifer and Salt Wash Aquifer; statistical analysis of the extent of existing groundwater contamination; hydraulic gradients for Dakota/Burro Canyon Formation and Salt Wash Aquifer; slug test analysis to determine hydraulic conductivity for Dakota/Burro Canyon Formation and Perched Salt Wash Aquifer; determination of hydraulic conductivity of the Dakota/Burro Canyon Formation from Packer Tests; average linear groundwater velocity for Dakota/Burro Canyon and Salt Wash Aquifer; chemical and mineralogical characterization of core samples from the Dry Flats Disposal Site; and demonstration of low groundwater yield from Uppermost Aquifer.},
doi = {10.2172/10147312},
journal = {},
number = ,
volume = ,
place = {United States},
year = {1994},
month = {3}
}