Table I-1 provides examples of the fraction of organic carbon (foc) in various geologic media.
Sample | Depth (ft bgs) | foc | Additional Sample Information | References | |||
---|---|---|---|---|---|---|---|
Silty clay sediment (EPA-4), dark grayish, from Missouri River, Stanton, ND | Near surface | 0.021 |
| Hassett, J.J., J.C. Means, W.L. Banwart, and S.G. Wood. 1980. Sorption Properties of Sediment and Energy-Related Pollutants. EPA 600/3-80-041. USEPA, Athens, GA. | |||
Clay loam sediment (EPA-5) from Missouri River near Linton, ND | Near surface | 0.023 | |||||
Clay (EPA-6) sediment, grayish, from Missouri River near Pierre, SD | Near surface | 0.0072 | |||||
Loamy sand (EPA-8) sediment from Missouri River near Onawa, IA | Near surface | 0.0015 | |||||
Silty loam loess (EPA-9) from bluff north of Turin, IA | Near surface | 0.0011 | |||||
Clay (EPA-14), red soil from hillside near Ceredo, WV | Near surface | 0.0048 | |||||
Silty clay loam (EPA-15) sediment from Ohio River near Leavenworth, IN | Near surface | 0.0095 | |||||
Clay loam (EPA-18) sediment from Mississippi River near Columbus, KY | Near surface | 0.0066 | |||||
Silty clay loam (EPA-20) soil from near Ferne Clyffe State Park, IL | Near surface | 0.013 | |||||
Loam sediment (EPA-21) from creek near Lorenzo, IL | Near surface | 0.019 | |||||
Silty loam (EPA-22) sediment from bay in Illinois River near Lacon, IL | Near surface | 0.017 | |||||
Clay (EPA-23) sediment from Crane Lake in Sanganois Wildlife Refuge, IL | Near surface | 0.024 | |||||
Silty loam (EPA-26) sediment from Mississippi River near McClure, IL | Near surface | 0.015 | |||||
Sandy loam (EPA-B2) sediment from stream near Watkinsville, GA | Near surface | 0.012 | |||||
Subsoil sample (B horizon, silty loam) of Mollisol from the Drummer soil series in Kane, IL | 1 to 4 | 0.0027 | Mollisols form in semi-arid to semi-humid areas, typically below grassland cover. In North America, they are most commonly found east of the Rocky Mountains. Their parent material is typically base-rich, calcareous, and includes limestone, loess, or wind-blown sand. Mollisols' defining feature is their deep, high organic matter, nutrient-enriched surface soil (A horizon), that is typically between 60–80 cm in depth. | Jagadamma, S., M.A. Mayes, and J.R. Phillips. 2012. "Selective sorption of dissolved organic carbon compounds by temperate soils." PLoS ONE 7(11): e50434, 9 p. | |||
Subsoil sample (B horizon, silty clay loam) of Mollisol from the Longford soil series in Washington, KS | 1 to 4 | 0.0029 | |||||
Subsoil sample (B horizon, silty clay loam) of Mollisol from the Pawnee soil series in Lancaster, NE | 1 to 4 | 0.0018 | |||||
Subsoil sample (B horizon, silty clay loam) of Alfisol from the Malmo soil series in Lancaster, NE | 1 to 4 | 0.0032 | Alfisols typically form under hardwood forest cover in semiarid to humid areas. They have undergone only moderate leaching, have a clay-enriched subsoil with >35% base saturation (Ca, Mg, and K relatively abundant), and are commonly found in glaciated areas. | ||||
Subsoil sample (B horizon, silty clay) of Alfisol from the Arispe soil series in Decatur, IA | 1 to 4 | 0.0020 | |||||
Subsoil sample (B horizon, silty clay ) of Alfisol from the Zanesville soil series in Spencer, IN | 1 to 4 | 0.0019 | |||||
Subsoil sample (B horizon, silty clay) of Ultisol from the Jefferson soil series in Anderson, TN | 1 to 4 | 0.0020 | Ultisols, commonly identified as red clay soils, are mineral soils which contain no calcareous material, have <10% weatherable minerals in the A horizon, and have <35% base saturation throughout the soil. They are typically acidic (pH <5) and their red and yellow colors result from iron oxide accumulation. Ultisols are considered the ultimate product of continuous mineral weathering in a humid, temperate climate and they are the dominant soils in the southern U.S. | ||||
Subsoil sample (B horizon, clay) of Ultisol from the Collegedale soil series in Anderson, TN | 1 to 4 | 0.0030 | |||||
Subsoil sample (B horizon, silty clay loam) of Ultisol from the Wolftever soil series in Anderson, TN | 1 to 4 | 0.0023 | |||||
Clay loam (B horizon) sample of the St. Clair soil series from MI | 1 to 2 | 0.0044 |
| Lee, J., J.R. Crum, and S.A. Boyd. 1989. "Enhanced retention of organic contaminants by soils exchanged with organic cations." Environmental Science & Technology 23(11): 1365–1372. | |||
Clay loam (B horizon) sample of the Marlette soil series from MI | 1 to 3 | 0.0030 | |||||
Sand (B horizon) sample of the Oshtemo soil series from MI | 1 to 3 | 0.0011 | |||||
Sand (4 samples) from near a hazardous waste site in Memphis, TN | 0 to 1 | 0.0004 to 0.0006 |
| Johnson-Logan, L.R., R.E. Broshears, and S.J. Klaine. 1992. "Partitioning behavior and the mobility of chlordane in groundwater." Environmental Science & Technology 26(11): 2234–2239. | |||
Silt loam (4 samples) from near a hazardous waste site in Memphis, TN | 3 to 8 | 0.0012 to 0.004 | |||||
Silt (3 samples) from near a hazardous waste site in Memphis, TN | 9 to 10 | 0.0036 | |||||
Silt loam shallow aquifer sample from Tinker Air Force Base near Oklahoma City, OK | 16 to 29 | 0.00010 |
| MacIntyre, W.G., and T.B. Stauffer. 1989. Liquid Chromatography Applications to Determination of Sorption on Aquifer Materials. Air Force Engineering & Services Laboratory, Tyndall AFB, FL, 38 p. | |||
Loamy sand shallow aquifer sample from Carswell Air Force Base near Fort Worth, TX | 4 to 21 | 0.00027 | |||||
Sandy loam shallow aquifer sample from Barksdale Air Force Base near Shreveport, LA | 14 to 46 | 0.0011 | |||||
Sandy loam shallow aquifer sample from Blytheville Air Force Base near Blytheville, AR | 28 to 33 | 0.0016 | |||||
Sand shallow aquifer sample from Canadien Forces Base Borden in Ontario | 1 to 13 | 0.00015 | |||||
Sand shallow aquifer sample from the Johnson Ranch near Lula, OK | 16 | 0.00020 | |||||
Sand aquifer sediment from a site in Tampa, FL | 6.5 to 8.2 | 0.0013 |
| Brusseau, M.L., and P.S.C. Rao. 1991. "Influence of sorbate structure on nonequilibrium sorption of organic compounds." Environmental Science & Technology 25(8): 1501–1506. | |||
Loamy sand, dark brown | 10 to 15 | 0.014 | Samples were obtained from intact cores of subsurface solids collected at the former Naval Training Center in Orlando, FL. | Woods, L., R.L. Siegrist, and M. Crimi, 2012. "Effects of in situ remediation using oxidants and surfactants on subsurface organic matter and sorption of trichloroethene," Groundwater Monitoring & Remediation 32(2): 96–105. | |||
Sand, orange tan | 30 to 35 | 0.0036 | |||||
Loamy sand, gray | 50 to 55 | 0.0024 | |||||
Upper layer silty sand terrace deposits of the surficial aquifer | 5 to 15 | 0.0015 to 0.0018 | Samples were collected at the U.S. Naval Air Station site in Jacksonville, FL. Specific sample depths are not identified. Two samples were analyzed from the upper layer and four samples were analyzed from the intermediate layer. | Davis, J.H. 2000. Fate and Transport Modeling of Selected Chlorinated Organic Compounds at Operable Unit 3, U.S. Naval Air Station, Jacksonville, Florida. USGS Open-File Report 00-255, 36 p. | |||
Intermediate layer of silty sand terrace deposits of the surficial aquifer | 30 to 100 | 0.00071 to 0.0059 | |||||
Clay interbed in the surficial aquifer at the Naval Air Station in Jacksonville, FL | ~15 to 25 | 0.0018 |
| Adamson, D.T., S.W. Chapman, S.K. Farhat, B.L. Parker, P. deBlanc, and C.J. Newell. 2015. "Characterization and source history modeling using low-K zone profiles at two source areas." Ground Water Monitoring & Remediation. doi: 10.1111/gwmr.12090, 18 p. | |||
Columbia aquifer Atlantic coastal plain sediments from Virginia Beach, VA | 9 | 0.00019 |
| Rectanus, H.V., M.A. Widdowson, F.H. Chapelle, C.A. Kelly, and J.T. Novak. 2007. "Investigation of reductive dechlorination supported by natural organic carbon." Ground Water Monitoring & Remediation 27(4): 53–62. | |||
Columbia aquifer Atlantic coastal plain sediments from Virginia Beach, VA | 21 | 0.0012 | |||||
Gray clay in the Kirkwood-Cohansey coastal plain sediment aquifer near Glassboro, NJ | 89 | 0.021 | Sample taken at well FSS1-3 | Chapelle, F.H., L.J. Kauffman, and M.A. Widdowson. 2014. "Modeling the effects of naturally occurring carbon on chlorinated ethene transport to a public water supply well." Ground Water 52:76–89. | |||
White sand in the Kirkwood-Cohansey aquifer near Glassboro, NJ | 131 | 0.0033 | Sample taken at well FSS1-4 | ||||
White sand in the Kirkwood-Cohansey aquifer near Glassboro, NJ | 98 | 0.0015 | Sample taken at well FSS2-2 | ||||
Yellow sand in the Kirkwood-Cohansey aquifer near Glassboro, NJ | 312 | 0.0028 | Sample taken at well FSS3-4 | ||||
Black clay in the Kirkwood-Cohansey aquifer near Glassboro, NJ | 141 | 0.029 | Sample taken at well FSS4-4 | ||||
Gravel with sand (<6% silt/clay) alluvium from boring SSA-01 at the Chevron PCPL Superfund Site in Fillmore, CA | 11 to 61 | .0026 to 0.0088 | Analyses were performed on 6 samples collected at 11, 21, 28, 35, 43, and 61 feet bgs. | URS. 2007. Final Report of Natural Attenuation Characteristics and Soil Vapor Characteristics above Dissolved-Phase Benzene Plume, Pacific Coast Pipeline (PCPL) Superfund Site, Fillmore, California. | |||
Gravel with sand (<6% silt/clay) alluvium from boring SSA-02 at the Chevron PCPL Superfund Site in Fillmore, CA | 14 to 56 | .0020 to 0.0075 | Analyses were performed on 6 samples collected at 14, 21, 28, 35, 43, and 56 feet bgs. | ||||
Gravel with sand, gravel, and silty fine sand from boring NSA-01 at the Chevron PCPL Superfund Site in Fillmore, CA | 13 to 90 | 0.0012 to 0.0057 | Analyses were performed on 9 samples collected at 13, 13dup, 25, 25dup, 35, 51, 65, 78, and 90 feet bgs. | ||||
Fine to coarse-grained sand and gravel alluvium from Moffett Naval Air Station in Mountain View, CA | 15 to 20 | 0.0011 | The organic matter appeared to be concentrated in the clay fraction, which had an organic carbon content 6X greater than that of the bulk material. | Roberts, P.V., G.D. Hopkins, D.M. Mackay, and L. Semprini. 1990. "A field evaluation of in-situ biodegradation of chlorinated ethenes: Part I, methodology and field site characterization." Ground Water 28(4): 591–604. | |||
Glaciofluvial medium to fine sand | 4.0 to 8.5 | 0.00079 | The samples were collected from the vadose zone (beyond the area of greatest contaminant concentration) at a dry cleaner site in NY. Each sample was air dried, dry sieved, and pulverized prior to duplicate analysis. | Wang, G., R.M. Allen-King, S. Choung, S. Feenstra, R. Watson, and M. Kominek. 2013. "A practical measurement strategy to estimate nonlinear chlorinated solvent sorption in low foc sediments." Groundwater Monitoring & Remediation 33(1): 87–96. | |||
Glaciofluvial medium to fine sand | 9.3 to 12.7 | 0.00079 | |||||
Glaciofluvial medium to fine sand | 3.5 to 5.5 | 0.0012 | |||||
Glaciofluvial sand and gravel | 10.5 to 14.0 | 0.0005 | |||||
Glaciofluvial sand and gravel | 6.5 to 8.0 | 0.00049 | |||||
Glaciofluvial sand and gravel | 7.0 to 9.7 | 0.00054 | |||||
Glacial outwash sand from the Cliffs-Dow Superfund site near Marquette, MI | 7 to 12 | 0.0055 | Near well cluster B-3 | Klecka, G.M., J.W. Davis, D.R. Gray, and S.S. Madsen. 1990. "Natural bioremediation of organic contaminants in ground water: Cliffs-Dow Superfund site." Ground Water 28(4): 534–543. | |||
Glacial outwash sand from the Cliffs-Dow Superfund site near Marquette, MI | 20 to 27 | 0.0018 | Near well 85-3 | ||||
Sand, brown, medium to fine grained, well sorted Wedron IL group Quaternary sediments | 19 to 20 | 0.0024 |
| Weston Solutions, Inc. 2013. Site Investigation Report, Hoxsey Property, Wedron, LaSalle County, Illinois. Report prepared for Illinois EPA. | |||
Silty clay (gray, some sand) and sand (fine to coarse grained) Wedron Group Quaternary sediments | 19 to 20 | 0.0075 | |||||
Robein silt paleosol (buried A soil horizon) including wood fragments and peat from IL | 61 to 194 | 0.0052 to 0.17 | Analyses were performed on 16 samples. | Glessner, J.J.G., and W.R. Roy. 2009. "Paleosols in Central Illinois as potential sources of ammonium in groundwater." Ground Water Monitoring & Remediation 29(4): 56-64. | |||
Sangamon geosol (buried A, B, and C horizons) silty clay loam to sandy loam from Peoria, IL | 119 to 200 | 0.003 | Analyses were performed on 4 samples. | ||||
Sandy glacial outwash deposit in Minneapolis-St.Paul area, MN | 75 | 0.00026 to 0.00038 | Analyses were performed on 4 samples. | Ferrey, M.L., J.T. Wilson, C. Adair, C. Su, D.D. Fine, X. Liu, and J.W. Washington. 2012. "Behavior and fate of PFOA and PFOS in sandy aquifer sediment." Ground Water Monitoring & Remediation 32(4) 63–71. | |||
Moderately calcareous, moderately to poorly sorted sandy gravel, gravelly sand, and sand with thin interbeds of silt; glacial outwash deposits near Bemidji, MN | <90 | 0.0009 |
| Essaid, H.I., B.A. Bekins, W.N. Herkelrath, and G.N. Delin. 2011. "Crude oil at the Bemidji site: 25 years of monitoring, modeling, and understanding." Ground Water 49(5): 706–726. | |||
Fine to coarse calcareous sand aquifer on the north shore of Lake Erie, Long Point, Ontario | <23 | 0.0015 |
| W.D. Robertson. 2008. "Irreversible phosphorus sorption in septic system plumes?" Ground Water 46(1): 51-60. | |||
Borden aquifer clean, well-sorted fine to medium sand of glaciofluvial origin in Borden, Ontario | ~5 to 20 | 0.0001 to 0.0009 | Analyses were made on multiple samples taken from undisturbed cores. | Mackay, D.M., D.L. Freyburg, P.V. Roberts, and J.A. Cherry. 1986. "A natural gradient experiment on solute transport in a sand aquifer: 1. Approach and overview of plume movement." Water Resources Research 22(13): 2017–2029. | |||
Borden aquifer clean, well-sorted fine to medium sand of glaciofluvial origin in Borden, Ontario | 1 to 13 | bulk sample: 0.00021 | foc was determined on sieve size fractions in addition to a bulk aquifer sample: | Ball, W.P., and P.V. Roberts. 1991. "Long-term sorption of halogenated organic chemicals by aquifer material, 1. Equilibria." Environmental Science & Technology 25(7): 1223–1237. | |||
Fraction size (mm) | % of bulk mass | # samples | Average foc | ||||
1.7-4.75 | 0.58 | 12 | 0.00063 | ||||
0.85-1.7 | 0.91 | 8 | 0.00099 | ||||
0.42-0.85 | 5.24 | 22 | 0.00052 | ||||
0.25-0.42 | 16.3 | 11 | 0.00023 | ||||
0.18-0.25 | 25.7 | 11 | 0.00014 | ||||
0.12-0.18 | 31.5 | 12 | 0.00013 | ||||
0.075-0.12 | 16.5 | 11 | 0.00015 | ||||
<0.075 | 34.1 | 15 | 0.00035 | ||||
Glaciofluvial outwash interstratified silts, sands, and gravels at the Gloucester Landfill near Ottawa, Ontario | ~30 to 250 | 0.001 to 0.006 |
| Jackson, R.E., and R.J. Patterson. 1989. "A remedial investigation of an organically polluted outwash aquifer." Ground Water Monitoring & Remediation 9:119–125. | |||
Silty sand from the Gloucester Landfill site near Ottawa, Ontario | 49 to 52 | 0.0004 to 0.0016 | Analyses were made on 18 samples taken every 5 cm along a core. | Priddle, M.W., and R.E. Jackson. 1991. "Laboratory column measurements of VOC retardation factors and comparison with field values." Ground Water 29(2): 260–266. | |||
Cape Cod stratified sand and gravel aquifer USGS research site, MA | 10 to 70 | Range of averages: | Fraction size (mm) | # of samples | Average foc | foc Range | Barber, L.B., II. 1994. "Sorption of chlorobenzenes to Cape Cod aquifer sediments." Environmental Science & Technology 28(5): 890-897. |
0.5-1.0 | 28 | 0.00005 | 0.00002-0.00031 | ||||
0.25-0.50 | 40 | 0.00005 | 0.00002-0.0020 | ||||
0.125-0.25 | 42 | 0.00011 | 0.00001-0.00054 | ||||
0.063-0.125 | 42 | 0.00028 | 0.00007-0.0020 | ||||
<0.063 | 45 | 0.0012 | 0.00020-0.011 | ||||
Silty clay from NY | 13 to 16 | 0.0013 |
| Paviostathis, S.G., and G.N. Mathavan. 1992. "Desorption kinetics of selected volatile organic compounds from field contaminated soils." Environmental Science & Technology 26(2): 532–538. | |||
Silty clay from NY | 2 to 6 | 0.0017 | |||||
Silty clay from NY | 7.8 to 10 | 0.014 | |||||
Coarse sand from NY | 3 to 4 | 0.0009 | |||||
Coarse sand from NY | 11.8 to 14 | 0.0004 | |||||
Glaciolacustrine silty clay from NY | 16 to 20 | 0.0013 |
| Paviostathis, S.G., and J. Kendrick., 1991. "Desorptive behavior of trichloroethylene in contaminated soils." Environmental Science & Technology 25(2): 274–279. | |||
St. Joseph silty clay till containing dark brown to black shale fragments (believed to be kerogen rich) from near Sarnia, Ontario | 40 to 50 | 0.0068 and 0.020 | Two samples were analyzed. | Allen-King, R.M., L.D. MacKay, and M.R. Trudell. 1997. "Organic carbon dominated trichloroethene sorption in a clay-rich glacial deposit." Ground Water 35(1): 124–130. | |||
Clay-rich saprolite derived from the Cambrian Dismal Gap Fm. (shale and limestone with lesser sandstone) in eastern TN | 4.9 to 6.2 | 0.001 to 0.006 |
| Lenczewski, M., L. McKay, A Pitner, S. Driese, and V. Vulava. 2006. "Pure-phase transport and dissolution of TCE in sedimentary rock saprolite." Ground Water 44(3): 406–414. | |||
Red mudstone from the upper Triassic Lockatong Fm. at the former Naval Air Warfare Center (NAWC) in West Trenton, NJ | 287 | 0.0017 to 0.0020 | Three rock core disc samples were analyzed. | Lebron, C.A., D. Phelan, G. Heron, J. LaChance, S.G. Nielsen, B. Kueper, D. Rodriguez, A. Wemp, D. Baston, P. Lacombe, and F.H. Chapelle. 2012. Dense Non Aqueous Phase Liquid (DNAPL) Removal from Fractured Rock Using Thermal Conductive Heating (TCH). ESTCP Final Report Environmental Restoration Project ER200715, 427 p. | |||
Gray mudstone from the Triassic Lockatong Fm. at the NAWC site | 260 | 0.0040 to 0.0042 | Three rock core disc samples were analyzed. | ||||
Black mudstone from the Triassic Lockatong Fm. at the NAWC site | 50 | 0.0075 to 0.0097 | Three rock core disc samples were analyzed. | ||||
Siltstone from the Devonian Lock Haven Fm. in northern PA | 70 | 0.0024 to 0.0031 | Three rock core disc samples were analyzed. | ||||
Limestone from the Ordovician Gull River Fm. in Frontenac County, Ontario | 70 | 0.0023 to 0.0027 | Three rock core disc samples were analyzed. | ||||
Sandstone from the Cambro-Ordovician Nepean Fm. in Landsdowne, Ontario | 38 | 0.00024 to 0.00093 | Three rock core disc samples were analyzed. | ||||
Dolostone from the Silurian Lockport Dolomite in southern Ontario | 45 | 0.0013 to 0.0023 | Three rock core disc samples were analyzed. | ||||
Silurian age Guelph Fm. tan-gray fine to medium crystallinity sucrosic dolostone aquifer in Guelph, Ontario | ~15 to 330 | Average = 0.0002 | Sample type | # of samples | Average foc | foc range | Kennell, J.R., 2008. "Advances in Rock Core VOC Analyses for High Resolution Characterization of Chlorinated Solvent Contamination in a Dolostone Aquifer." M.S. Thesis, Earth Sciences Department, University of Waterloo, Waterloo, Ontario. |
fracture surface | 15 | 0.0023 | 0.0008-0.064 | ||||
stylolite layer | 1 | 0.035 | -- | ||||
shale transition | 6 | 0.0006 | 0.0003-0.0011 | ||||
dolostone matrix | 74 | 0.0002 | 0.0001-0.0010 | ||||
Cambrian Ledger Fm. dolostone in Montgomery County, PA | 352 | 0.0009 |
| Golder Associates and Stone Environmental geotechnical testing reports. 2012. | |||
Eocene chalk from the Negev desert, Israel | Not reported | 0.00042 -white chalk | Mean foc values are reported; number of samples analyzed or range of values not reported. | Witthuser, K., B. Reichert, and H. Hotzl. 2003. "Contaminant transport in fractured chalk: Laboratory and field experiments." Ground Water 41(6): 806–815. | |||
Upper Cretaceous chalk from Sigerslev, Denmark | Not reported | 0.00033 -white chalk | Mean foc value is reported; number of samples analyzed or range of values are not reported. | ||||
Upper Cretaceous Chatsworth Fm. composed of thick-bedded medium to coarse-grained arkose and lithic arkose sandstone(60-70%), siltstone (25-35%), breccia (1-2%), and trace limestone derived from turbidite flows at the Santa Susana Field Laboratory near Simi, CA | 13 to 518 | 0.00005 to 0.041 | Sample type | # of samples | Average foc | foc Range | Hurley, J.C. 2003. "Rock Core Investigation of DNAPL Penetration and Persistence in Fractured Sandstone." M.S. Thesis, Earth Sciences Department, University of Waterloo, Waterloo, Ontario. |
banded sandstone | 13 | 0.0088 | 0.0021-0.040 | ||||
hard sandstone | 8 | 0.00012 | <0.00005-0.00022 | ||||
fine sandstone | 14 | 0.00049 | <0.00008-0.0026 | ||||
med. sandstone | 31 | 0.00026 | <0.00008-0.0010 | ||||
coarse sandstone | 47 | 0.00026 | 0.00008-0.0015 | ||||
all sandstone | 134 | 0.00028 | <0.00005-0.0026 | ||||
siltstone | 20 | 0.0053 | 0.00025-0.014 | ||||
breccia | 11 | 0.00019 | 0.00013-0.00035 | ||||
Ordovician Prairie du Chien Grp. dolostone in Dane County, WI | 77 | <0.0001 | Analyzed rock samples were derived from core taken at the Hydrite Chemical Company site. | Lima, G., Parker, B.L., Meyer, J.R. 2012. "Dechlorinating microorganisms in a sedimentary rock matrix contaminated with a mixture of VOCs." Environmental Science & Technology 46(11): 5756–5763. | |||
Ordovician Prairie du Chien Grp. silty sandstone in Dane County, WI | 118 | <0.0001 | |||||
Cambrian St. Lawrence Fm. dolostone in Dane County, WI | 126 | <0.0001 | |||||
Cambrian Tunnel City Group sandstone in Dane County, WI | 163 | <0.0001 | |||||
Cambrian Tunnel City Group sandstone in Dane County, WI | 163 | <0.0001 | |||||
Cambrian Tunnel City Group sandstone in Dane County, WI | 191 | <0.0001 | |||||
Cambrian Tunnel City Group sandstone in Dane County, WI | 197 | <0.0001 | |||||
Cambrian Tunnel City Group sandstone in Dane County, WI | 197 | <0.0001 | |||||
Cambrian Tunnel City Group sandstone in Dane County, WI | 215 | <0.0001 | |||||
Cambrian Tunnel City Group sandstone in Dane County, WI | 215 | <0.0001 | |||||
Cambrian Tunnel City Group sandstone in Dane County, WI | 222 | <0.0001 | |||||
Cambrian Tunnel City Group sandstone in Dane County, WI | 223 | <0.0001 | |||||
Cambrian Tunnel City Group Mazomanie Fm. sandstone in Dane County, WI | 236 | 0.00012 | |||||
Cambrian Wonewoc Fm. sandstone in Dane County, WI | 257 | 0.00010 | |||||
Cambrian Wonewoc Fm. sandstone in Dane County, WI | 257 | <0.0001 | |||||
Cambrian Wonewoc Fm. sandstone in Dane County, WI | 317 | <0.0001 | |||||
Cambrian Eau Claire Fm. silty sandstone in Dane County, WI | 346 | 0.00015 | |||||
Cambrian Mt. Simon Fm. sandstone in Dane County, WI | 376 | <0.0001 | |||||
Cambrian Mt. Simon Fm. sandstone in Dane County, WI | 465 | <0.0001 | |||||
Cambrian Mt. Simon Fm. sandstone in Dane County, WI | 465 | <0.0001 | |||||
Triassic Stockton Fm. sandstone, siltstone, and shale in Montgomery County, PA | 57 to 333 | <0.0001 to 0.0022 (15 samples); average = 0.00084 | Depth (ft) | Rock type | foc | Golder Associates and Stone Environmental geotechnical testing reports. 2012. | |
37.8-38.4 | reddish-brown fine sandstone | 0.0004 | |||||
57.2-57.8 | medium-coarse arkosic sandstone | 0.0011 | |||||
76.4-77.0 | medium-coarse arkosic sandstone | 0.0008 | |||||
98.2-98.8 | reddish-brown siltstone | 0.0006 | |||||
117.0-117.6 | light-brown sandstone | 0.0005 | |||||
136.2-136.9 | fine-medium gray sandstone | 0.0012 | |||||
226.0-226.7 | very fine reddish-brown sandstone | 0.0007 | |||||
241.6-242.3 | medium gray sandstone | 0.0022 | |||||
260.6-262.2 | fine reddish-gray sandstone | <0.0001 | |||||
280.4-281.0 | reddish-brown siltstone | 0.0009 | |||||
294.7-295.3 | very fine reddish-brown sandstone | 0.0017 | |||||
315.4-316.0 | greenish-gray silstone | 0.0006 | |||||
332.1-332.9 | gray shale | 0.0009 | |||||
Triassic New Haven Fm. arkose redbeds in CT | Between | 0.0002 to 0.01 | Analyses were performed on 18 subsamples of bedrock core taken from various depths. | Lipson, D.S., B.H. Kueper, and M.J. Gefell. 2005. "Matrix diffusion-derived plume attenuation in fractured bedrock." Ground Water 43(1): 30–39. | |||
Ordovician age Normanskill Fm. dark-gray shale at the Watervliet Arsenal in Albany County, NY | 32 to 147 | 0.0026 to 0.0068 |
| Kavanaugh, M., R. Deeb, and D. Navon. 2011. Final Report - Watervliet Arsenal: Diagnostic Tools for Performance Evaluation of Innovative In-Situ Remediation Technologies at Chlorinated Solvent-Contaminated Sites. ESTCP Project ER-200318, 298 p. | |||
Devonian Dunkirk shale (grayish black to black) in Alleghany County, NY | 370 to 514 | 0.0012 |
| Hill, D.G., and T.E. Lombardi. 2002. Fractured Gas Shale Potential in New York. Ticora Geosciences report to New York State Energy Research and Development Authority. | |||
Devonian Hanover shale in Alleghany County, NJ | 514 to 983 | 0.0014 | |||||
Ordovician Utica shale (black to grayish black) in central NY | outcrop samples | 0.016 to 0.040 | |||||
Organic-rich shale, Tertiary age, Germany |
| 0.27 |
| Grathwohl, P. 1990. "Influence of organic matter from soils and sediments from various origins on the sorption of some chlorinated aliphatic hydrocarbons: Implications on Koc correlations." Environmental Science & Technology 24(11):1687–1693. | |||
Organic-rich shale, Jurassic age, Germany |
| 0.097 | |||||
Peat, Germany |
| 0.33 | |||||
Lignite, Germany |
| 0.19 | |||||
Bituminous coal, Germany |
| 0.84 | |||||
Anthracite, Germany |
| 0.80 | |||||
Metasedimentary bedrock of phyllite grade from bedrock core at MW-203 at a site in northern Maine, MW | 13 to 82 | 0.0011 to 0.0024 | Analyses were performed on 10 samples collected immediately adjacent to fractures at 13, 23, 27, 38, 42, 47, 52, 58, 69, and 82 feet bgs. The samples analyzed included the fracture surfaces and extended back to <1 cm from the fracture. | Rawson, J.R.Y., and T.R. Eschner. 2007. "Analysis of organic carbon (foc) in fractured bedrock." In: Proceedings of the Fractured Rock Conference, NGWA/USEPA, Portland, Maine, pp. 555–563. | |||
Metasedimentary bedrock of phyllite grade from bedrock core at PW-207 at a site in northern Maine, MW | 11 to 90 | 0.0016 to 0.0024 | Analyses were performed on 10 samples collected immediately adjacent to fractures at 11, 19, 24, 29, 35, 45, 55, 87, and 90 feet bgs. The samples analyzed included the fracture surfaces and extended back to <1 cm from the fracture. |