Wyoming State Water Plan
Wyoming State Water Plan
Wyoming Water Development Office
6920 Yellowtail Rd
Cheyenne, WY 82002
Phone: 307-777-7626
Wyoming Water Development Office
6920 Yellowtail Rd
Cheyenne, WY 82002
Phone: 307-777-7626
Appendix C.1
Madison Aquifer System
Figure C.1.1. Depth to the Madison Limestone and Equivalent Rocks
in the Powder River Structural Basin and Adjacent Areas.
Figure C.1.2. Thickness of Madison Limestone in Wyoming and its Regional Limits
Figure C.1.3. Potentiometric Surface in the Madison Aquifer
(after Swenson and others, 1976).
Table C.1.1 Reported Transmissivities and Storage Coefficients for the Madison Aquifer in
the Powder River Structural Basin, Wyoming
Area | Transmissivity (gpd/ft) |
Storage Coefficient | Source | Method Used |
USGS Test Well (57/65-15) | 3,000 - 21,000 | - | Blankennagel et al. 1977 | Drill stem tests |
Gillette Well Field (51/66-6) | ||||
Well CR-4 | 150,000 | 2 x 10-4 | Wyoming Water Planning Program, 1977 | Single well pump test |
Well CR-4 | 150,000-300,000 | - | Montgomery, 1979 | 2-well pump test and other data |
Well City #1 | ~10,000 | - | Montgomery, 1979 | 2-well pump test and other data |
Newcastle Area | 5,000 - 15,000 | 10-4 | Wyo. St. Eng., 1974 | Estimate |
58,000 | 9 x 10-5 | Woodward-Clyde, 1980 | Flow and recovery, 2 wells | |
Well # 45/61-28 | 29,920 | - | Swenson et al., 1976 | Specific capacity based estimate |
Well # 45/61-20 | 11,000 | - | Woodward-Clyde, 1980 | Constant discharge test |
Near Hartville Hills in S.E. | 1,000-3,000 | 1 x 10-4 - 5 x 10-5 | Wyo. St. Eng., 1974 | - |
ETSI Wellfield (Niobrara Co.) | 1,000-3,000 | 5 x 10-5 | Stockdale, 1974, also Anderson and Kelly, 1974 |
Hantush method for leaky aquifers |
4,900-7,320 2,420-3,400 |
4.5 x 10-5 - 7.8 x 10-5 7.7 x 10-4 - 9.2 x 10-5 |
Rahn, 1975 Rahn, 1975 |
Jacob Method Theis curve, no leakage | |
Near Douglas, in South | 500-1,000 | 10-4 (est) | Wyo. St. Eng., 1974 | - |
Midwest Area | 8,400 6,462-16,156 |
- - |
Konikow, 1976 Konikow, 1976 |
Flow net analysis Steady state model calibration |
Near Bighorn Mts. in N.W. | 8,000-89,000 | 4.3 x 10-4 - 3.2 x 10-4 | Wyo. St. Eng., 1974 | - |
Entire Basin Average | 6,460-25,850 6,460-23,260* |
- - |
Konikow, 1976 Konikow, 1976 |
Recharge based steady state Model calibration Potentiometric based steady state model calibration |
Table C.1.2
Calculated Specific Capacities (Yield Per Unit Drawdown) of Madison Aquifer Wells,
Powder River Structural Basin, Powder/Tongue River Basin Plan Area, Wyoming
Well # (T/R-Sec. ¼, ¼) |
Date | Test Duration (hrs) |
Drawdown (ft) |
Yield (gpm) |
Specific Capacity (gpm/ft) |
Data Source |
Remarks |
JOHNSON COUNTY | |||||||
41/78-1 BC | 1/22/67 | 8 | 173?* | 788 | 4.6 | 1 | |
7/-/72 | ? | 208* | 700 | 3.4 | 3 | ||
41/81-9 CDB | -/-/62 | ? | 116* | 900 E | 7.8 | 3 | |
41/84-19 AB | -/-/63 | 3 | 60 | 15 | 0.25 | 2 | |
42/80-30 BDB | 6/-/62 | ? | 716* | 900 | 1.3 | 3 | |
42/81-25 CBD | 5/-/63 | ? | 520* | 1100 | 2.1 | 3 | |
43/80-34 DAD | -/-/63 | 24 | 647* | 525 | 0.81 | 1, 3 | Flow through 4. ID pipe |
6/-/73 | ? | 139 | 170 | 1.2 | 2 | ||
? | 219 | 315 | 1.4 | 2 | |||
49/83-27 DBC | 3/1/74? | ? | 8.3* | 5 | 0.60 | 1 | |
NATRONA COUNTY | |||||||
39/78-26 CDC | 7/-/73 | ? | 231 | 150 | 0.65 | 3 | |
39/79-11 AAD | 6/29/62 | 24 | 843* | 4746 | 5.6 | 1, 3 | |
+40/79-2 AD | 4/-/71 | ? | 286 | 297 | 1.0 | 2 | |
7/-/71 | ? | 292 | 320 | 1.1 | 2 | ||
10/-/71 | ? | 298 | 359 | 1.2 | 2 | ||
1/-/72 | ? | 274 | 336 | 1.2 | 2 | ||
40/79-23 DDB | 4/-/71 | ? | 133 | 726 | 5.5 | 2 | |
7/-/71 | ? | 100 | 706 | 7.1 | 2 | ||
10/-/71 | ? | 122 | 684 | 5.6 | 2 | ||
1/-/72 | ? | 112 | 491 | 4.4 | 2 | ||
40/79-26 CAA | -/-/71 | ? | 869* | 9000 E | 10.4 | 3 | |
4/-/71 | ? | 182 | 5599 | 31. | 2 | ||
7/-/71 | ? | 202 | 5110 | 25. | 2 | ||
10/-/71 | ? | 163 | 4580 | 28. | 2 | ||
1/-/72 | ? | 152 | 4121 | 21. | 2 | ||
40/79-31 BCA | 2/25/62 | ? | 693 | 437 | 0.63 | 1 | |
-/-/62 | ? | 693 | 430 | 0.62 | 3 | ||
40/79-35 ACB | -/-/61 | ? | 35 | 1663 | 47.5 | 1, 3 | -Tests in 4/71, 7/71, |
? | 176 | 3996 | 22.7 | 1, 3 | 10/71, 1/72 respectively | ||
? | 296 | 5858 | 19.8 | 1, 3 | per source #2 | ||
? | 418 | 7015 | 16.8 | 1, 3 | |||
40/79-35 CCC | 4/-/71 | ? | 23 | 593 | 26. | 2 | |
7/-/71 | ? | 25 | 650 | 26. | 2 | ||
10/-/71 | ? | 17 | 557 | 34. | 2 | ||
1/-/72 | ? | 11 | 482 | 44. | 2 | ||
Table Source:
Feathers, K.R., Libra, R., Stephenson and Eisen, C. 1981. Occurrence and characteristics of ground water in the Powder River Basin,
Wyoming. Laramie, WY: University of Wyoming, Water Resources Research Institute, pp. 63-66.
Table C.1.3
Hydrologic Properties of Permo-Pennsylvanian Rocks of The Madison Aquifer System,
Powder River Structural Basin, Powder/Tongue River Basin Plan Area, Wyoming
(Determined from Oil Field Data)
Field | Approximate Location (T/R) |
Pay Thickness (ft) |
Porosity (%) |
Permeability* (md) |
Calculated. Transmissivity (gpd/ft) |
Data Source |
Upper Minnelusa Fm. ("Converse" sands): | ||||||
C-H Field | 52/70 | 100 | --- | 230 | 419 | 4 |
Hamm | 51/69 | 35 | 19.7 | 239 | 152 | 5 |
Kuehne Ranch | 51/69-70 | --- | 14.7 | 64.1 | --- | 5 |
--- | 13.8 | 32.1 | --- | 5 | ||
18 | 15.8 | 100 | 33 | 5 | ||
Mellott Ranch | 52/68 | 25 | 16 | --- | --- | 5 |
Pleasant Valley Ranch | 51/69 | --- | 11.1-14 | 29 | --- | 5 |
Roehrs | 53/70 | --- | 17.3 | 115 | --- | 5 |
Stewart | 50-51/69 | --- | 5.8-14.8 | 10.7-134 | --- | 5 |
Whisler | 50-51/70 | 12.1 | 18.6 | 242.2 | --- | 5 |
Tensleep Ss.: | ||||||
Meadow Creek | 41/78 | 17 | 11 | 14 | 4 | 5 |
North Fork | 44/81-82 | 90 | 1.9-24.3 | 54-1140 | 88-1867 | 1 |
90 | 13 | 116 | 190 | 1 | ||
Notches | 37/85 | 20 | 17-20 | 100-400 | 36-146 | 3 |
Sussex-Meadow Creek Area | 41-43/78-80 | 60 | 11 | 14 | 15 | 1 |
Sussex | 42/78 | 103 | 0.4-18.6 | 0.01-271 | 0.02-508 | 5 |
Tiesdale East | 41/81 | 30 | 20 | 700 | 382 | 3 |
Notes:
*Md x 18.2 x 10-3 = gpd/ft2, assuming fluid is water at 60ºF.
.Assuming fluid is water at 60ºF and pay thickness equals aquifer thickness.
Date Sources: | 1 - Wyoming Geological Association, 1958 2 - Wyoming Geological Association, 1963 3 - Wyoming Geological Association, 1957 (supplemented, 1961) 4 - Wyoming State Oil and Gas Commission files 5 - Collentine and others, 1981 |
Table Source:
Feathers, K.R., Libra, R., Stephenson and Eisen, C. 1981. Occurrence and characteristics of ground water in the Powder River Basin, Wyoming. Laramie, WY:
University of Wyoming, Water Resources Research Institute, pp. 70-72.
Appendix C.2
Dakota Aquifer System
Figure C.2.1 Potentiometric Surface in the Dakota Aquifer System (from Lobmeyer, 1980).
Table C.2.1 Hydrologic Properties of Lower Cretaceous Rocks of The Dakota Aquifer System,
Powder River Structural Basin, Powder/Tongue River Basin Plan Area, Wyoming
(Determined from Oil Field Data)
Field | Approximate Location (T/R) |
Pay Thickness (ft) |
Porosity (%) |
Permeability* (md) |
Calculated. Transmissivity (gpd/ft) |
Data Source |
Newcastle/Muddy Ss.: | ||||||
Bertha | 54/69 | 4 | 23 | 334 | 24 | 1 |
Chan | 56/73 | --- | 14.2 | 44 | --- | 7 |
Collums | 55/73 | 110a | 19.3 | 62.6 | 125 | 7 |
Fence Creek | 57-58/76 | 10 | 16 | 70 | 13 | 7 |
Gas Draw | 53-55/72-73 | 8 | 20.2 | 188 | 27 | 7 |
Hunter Ranch | 57/72 | --- | 19.5 | 47 | --- | 7 |
Kitty | 50/73 | 22 | 16 | 345 | 138 | 3 |
Lazy "B" | 49/73-74 | 100-300a | 13.6 | 14.1 | 26-77 | 7 |
L-X Bar Ranch | 56/75 | 15.1 | 16.5 | --- | --- | 7 |
O'Conner | 52/69 | 7 | 15 | 58 | 7 | 1 |
Oedekoven | 55/73-74 | --- | 17.2 | --- | --- | 7 |
Recluse | 56-57/74 | 0-40 | <27 | <1200 | <875 | 3 |
57/74-75 | 20 | 20 | 400 | 146 | 2 | |
56-57/74-75 | --- | 16.8 | 87 | --- | 7 | |
Springen Ranch | 50-51/71 | --- | 2-15 | 2.4-588 | --- | 7 |
Ute | 57-58/72 | --- | 16.8-21.3 | --- | --- | 7 |
Whitetail | 56/72 | --- | 22.4 | 148 | --- | 7 |
--- | 16.5 | --- | --- | 7 | ||
Fall River/Dakota Ss.: | ||||||
Burke Ranch | 37/78 | 12 | 15 | 44 | 10 | 1 |
20 | 13 | 40 | 15 | 5 | ||
12 | 14 | 29 | 6 | 7 | ||
Sage Spring Creek | 36-37/77 | 35-40 | 13 | 22-406 | <300 | 5 |
Lakota/Cloverly Fm.: | ||||||
Meadow Creek | 41/78 | 20 | 15 | 40-200 | 15-73 | 7 |
15 | 11 | 14 | 4 | 7 | ||
Sherwood | 40/77 | 15 | 16 | <25 | <7 | 5 |
Sussex | 42/78-79 | 25 | 15.8 | --- | --- | 7 |
Sussex-Meadow Creek Area | 78-80 | 20 | 15 | 40-200 | 15-73 | 5 |
Tisdale North | 41/81 | 65 | 18 | 195 | 231 | 5 |
Notes:
*Md x 18.2 x 10-3 = gpd/ft2, assuming fluid is water at 60ºF.
.Assuming fluid is water at 60ºF and pay thickness equals aquifer thickness.
aReported as gross formation thickness rather than net pay.
Date Sources: | 1 - Wyoming Geological Association, 1957 (supplemented, 1961) 2 - Wyoming Geological Association, 1976 3 - Wyoming Geological Association, 1968 4 - Wyoming Geological Association, 1963 5 - Wyoming Geological Association, 1958 6 - Wyoming Geological Association, 1954 7 - Collentine and others, 1981 |
Table Source:
Feathers, K.R., Libra, R., Stephenson and Eisen, C. 1981. Occurrence and characteristics of ground water in the Powder River Basin,
Wyoming. Laramie, WY: University of Wyoming, Water Resources Research Institute, pp. 89-92.
Table C.2.2
Reported Specific Capacities (Yield Per Unit Drawdown) of Wells in The Dakota Aquifer System,
Powder River Structural Basin, Powder/Tongue River Basin Plan Area, Wyoming
Well Location (T/R-Sec. ¼, ¼) |
Geologic Formation(s) |
Test Date |
Test Duration (hrs) |
Drawdown (ft) |
Discharge (gpm) |
Specific Capacity (gpm/ft) |
Data Source |
Remarks |
JOHNSON COUNTY | ||||||||
41/80-30 DB | Kcv | 10/-/60 | --- | 125 | 2 | 0.02 | 2 | |
41/81-25 DA | Kcv | ? | --- | 120 | 18 | 0.15 | 2 |
Abbreviations: | Kik = Inyan Kara Group Kfr = Fall River Formation Klk = Lakota Formation Kcv = Cloverly Formation E = Estimated |
Date Sources: | 1 - Whitcomb and Morris,1964 2 - U.S. Department of the Interior, 1974 3 - Whitcomb, 1965 4 - Wyoming State Engineer's Office permit files 5 - Whitcomb, 1960 |
Feathers, K.R., Libra, R., Stephenson and Eisen, C. 1981. Occurrence and characteristics of ground water in the Powder River Basin, Wyoming. Laramie, WY: University of Wyoming, Water Resources Research Institute, pp. 86-87.
Appendix C.3
Fort Hills/Lance Aquifer System
Figure C.3.1. Contours on Water Levels in Wells Finished in the Fox Hills Sandstone
Lance Formation, and Lower Part of the Fort Union Formation in the Gillette Area, Wyoming
(from Northern Great Plains Resource Program, 1974).
Table C.3.1
Reported Transmissivities And Permeabilities for Wells in the Fox Hills/Lance Aquifer System,
Powder River Structural Basin, Powder/Tongue River Basin Plan Area, Wyoming
Well Location (T/R-Sec. ¼, ¼) |
Geologic Formation(s) |
Test Date |
Test Duration (hrs) |
Saturated Aquifer Thickness (ft) |
Transmissivity (gpd/ft) |
Calculated* Permeability (gpd/ft2) |
Data Source/Remarks |
NATRONA COUNTY | |||||||
40/78-11 ACB | Fox Hills & Lance | 9/7/65 | 8 | --- | 76 | --- | Crist & Lowry, 1972 |
-11 DBA | do | 10/13/65 | 8 | --- | 166 | --- | Crist & Lowry, 1972 |
-15 ABB | Fox Hills | /53 | 7 | 47 | 1600 | 34 | Babcock & Morris, 1953; Crist & Lowry, 1972. Theis recovery method. |
*Calculated by dividing transmissivity by the saturated aquifer thickness.
Table Source:
Feathers, K.R., Libra, R., Stephenson and Eisen, C. 1981. Occurrence and characteristics of ground water in the Powder River Basin, Wyoming. Laramie, WY: University of Wyoming, Water Resources Research Institute, p. 105.
Table C.3.2
Reported Specific Capacities (Yield Per Unit Drawdown) of Wells in The Dakota Aquifer System,
Powder River Structural Basin,
Powder/Tongue River Basin Plan Area, Wyoming
Well Location (T/R-Sec. ¼, ¼) |
Geologic Formation(s) |
Test Date |
Test Duration (hrs) |
Drawdown (ft) |
Discharge (gpm) |
Specific Capacity (gpm/ft) |
Data Source |
Remarks |
CAMPBELL COUNTY | ||||||||
52/70-2 DC | Kfh | 345 | 1688 | 4.9 | 3 | |||
JOHNSON COUNTY | ||||||||
45/79-20 BD | K1 | 3/-/69 | 1008 | 124 | 0.12 | 3 | ||
46/82-22 BB | K1 | 1/5/61 | 35 | 7 | 0.20 | 5 | ||
48/82-9 AD | K1 | 9/-/56 | 15 | 10 | 0.67 | 5 | ||
-10 CB | K1 | 11/13/59 | 54 | 10 | 0.19 | 5 | ||
49/82-20 BA | K1 | 9/28/60 | 48 | 15 | 0.31 | 5 | ||
NATRONA COUNTY | ||||||||
40/78-11 ABC | Kfh,K1 | 9/9/65 | 8 | --- | 25 | 0.03 | 6 | 6 hour step testing |
-11 AC | Kfh | 6/-/63 | --- | 249 | 22 | 0.09 | 3 | |
-11 DBA | Kfh,K1 | 10/13/65 | 8 | --- | 11 | 0.04 | 6 | 8 hour step testing |
-15 ABB | Kfh | -/-/53 | 7 | --- | 10.9 | 0.37 | 6 | |
SHERIDAN COUNTY | ||||||||
55/85-7 AB | K1 | 7/-/59 | 93 R | 3 R | 0.03 | 8 | ||
57/87-1 BD | K1 | 4/20/60 | 70 R | 8 R | 0.11 | 8 |
Abbreviations: | Kfh = Fox Hills Sandstone K1 = Lance Formation Tft = Tullock member of Fort Union Formation E = Estimated |
Date Sources: | 1 - Lowry, 1972 2 - Littleton, 1950 3 - Northern Great Plains Resource Program, 1974 4 - Whitcomb and Morris, 1964 5 - Whitcomb and others, 1966 6 - Crist and Lowry, 1972 7 - Whitcomb, 1965 8 - Lowry and Cummings, 1966 |
Appendix C.4
Fort Union/Wasatch Aquifer System
Table C.4.1 Transmissivities of The Wasatch/Fort Union Aquifer System,
Powder River Structural Basin, Powder/Tongue River Basin Plan Area, Wyoming
Site Name | Location (T/R) |
Test Date |
Test Typea |
Tested Thickness (ft) |
Transmissivity (gpd/ft)b |
Permeability (gpd/ft2)b |
Storage Coefficient |
Data Source |
Remarks | |
Fort Union Formation | ||||||||||
East Gillette Mine | 50/71 | 10/26/76 | Slug | 20 | 371 | 19.0C | 1x10-5 | 4 | Bad packer seal, shaley material in interval tested | |
Fort Union Mine | 50/71 | --- | Slug? | 140 | 148-183C | .87-1.07 | --- | 4 | ||
USGS Test | 54/84 | --- | Pumped well & recovery | --- | 95 | 7.9 | 6 | 24 hr. test, both Jacob & Theis methods | ||
USGS Test | 55/84 | --- | Recovery | --- | 10 | 2.5 | 6 | 1.3 hr. recovery test | ||
Sheridan Enterprises | 57/84 | --- | Fall. head | --- | --- | 0.007 | --- | 4 | ||
Welch #1 Mine | --- | --- | --- | --- | 0.002 | --- | 4 | |||
Coal | ||||||||||
East Gillette Mine | 50/71 | 10/22/76 | Pump | --- | --- | --- | --- | 4 | Near "clinker" | |
100 | 361 | 3.6C | 3.5x10-5 | |||||||
104 | 441 | 4.2C | 8.8x10-3 | |||||||
10/12/76 | Pump | --- | --- | --- | --- | 4 | Recharging image well effects | |||
105 | 13 | 0.12C | 1.4x10-3 | |||||||
105 | 63 | 0.60C | 1.2x10-3 | |||||||
11/3/76 | Pump | --- | --- | --- | --- | 4 | Recharging image well effects | |||
94 | 8730 | 93C | 0.33 | |||||||
100 | 1420 | 14C | 5.8x10-3 | Average of two obs. wells | ||||||
10/29/76 | Pump | 100 | 392 | 3.9C | 1.2x10-3 | 4 | ||||
8/7/76 | Pump | 80 | 1421-815 | --- | 7.3x10-4 | 4 | Analyzed for anistropy | |||
10/25/76 | Slug | 20 | 74 | 3.7C | 0.01 | 4 | ||||
10/25/76 | Slug | 20 | 1 | 0.05C | 1x10-3 | 4 | ||||
10/26/76 | Slug | 20 | 165 | 8.3C | 2x10-4 | 4 | ||||
10/26/76 | Slug | 20 | 106 | 5.3C | 1x10-4 | 4 | ||||
10/26/76 | Slug | 20 | 5 | 0.25C | 1x10-4 | 4 | ||||
10/26/76 | Slug | 20 | 12 | 0.60C | 1x10-3 | 4 | ||||
Fort Union Mine | 50/71 | --- | Slug? | ? | 11-18.8 | 5.5-3.2 | --- | 4 | Includes thin ss lens | |
--- | Slug? | 4 | 6.13 | 1.02 | --- | 4 | ||||
--- | Slug? | 2 | 0.3 | 0.15 | --- | 4 | ||||
--- | Slug? | 2½ | 0.45 | 1.18 | --- | 4 | Includes shale | |||
USGS Test | 54/81 | --- | Pumped well & recovery | --- | 520 | 6.5 | 2.4x10-2 | 6 | 24 hr. test, both Jacob & Theis methods | |
Sheridan Enterprises | 57/84 | --- | Rising head | --- | 57 | 19 | --- | 4 | ||
Welch #1 Mine | --- | Falling head | --- | 14 | 0.72 | --- | 4 | |||
--- | Pump | --- | 100 | 4.2 | 3x10-4 | 4 | ||||
Sheridan Area Coal | --- | --- | --- | --- | 454 | 18 | 1.8x10-5 | 4 | Dietz #1 coal average of 9 test | |
--- | --- | --- | --- | 542 | 38 | 1.8x10-3 | 4 | Dietz #2 coal average of 6 test | ||
--- | --- | --- | --- | 449 | 11 | 5.3x10-4 | 4 | Dietz #3 coal average of 2 test | ||
"Clinker" | ||||||||||
East Gillette Mine | 50/71 | 1/19/76 | Pump | 14 | --- | --- | --- | 4 | Pumped well in coal/clinker | |
14 | >8500 | >610C | ~0.16 | Obs. well in coal | ||||||
15 | 200 | 13C | ~0.35 | Obs. well in coal | ||||||
10/22/76 | Pump | --- | --- | --- | --- | 4 | Pumped well in coal | |||
104? | --- | --- | --- | Obs. well in clinker, no drawdown | ||||||
104? | 974 | 9.4C | --- | Obs. well in clinker | ||||||
100 | 361 | 3.6C | 7.8x1--4 | Obs.well in coal/clinker | ||||||
Fort Union Mine | 50/71 | --- | Slug? | 13 | 2757 | 215 | 4 | |||
Slug? | 23 | 1150 | 50 | 4 | Well also in sandstone | |||||
Wasatch Formation | ||||||||||
East Gillette Mine | 50/71 | 12/6/76 | Slug | 20 | 38 | 1.9C | 3x10-3 | 4 | Shaley zone tested | |
USGS Test | 51/82 | 9/2/61 | Pumped well | 145 | 2500 | 17 | --- | 7 | 3.75 hr. test | |
USGS Test | 57/83 | --- | Recovery | --- | 2200 | --- | --- | 6 | 3.5 hr. recovery test |
Notes:
a "pump" indicates existence of observation wells; "pumped well" indicates no observation wells.
b C indicates table entry is derived by calculation from other, reported values.
Date Sources: | 1 - Bergman and Marcus, 1976 2 - Davis, 1975 3 - Davis and Rechard, 1977 4 - Wyoming Department of Environmental Quality mine plan files 5 - Wyoming Water Development Commission files 6 - Lowry and Cummings, 1966 7 - Whitcomb and others, 1966 8 - Whitcomb and Morris, 1964 |
Feathers, K.R., Libra, R., Stephenson and Eisen, C. 1981. Occurrence and characteristics of ground water in the Powder River Basin, Wyoming. Laramie, WY: University of Wyoming, Water Resources Research Institute, pp. 111-114.