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Well Logs
On the following pages are given the logs of several wells and test holes in Stanton county. The logs are divided into the three following groups; logs of test holes, logs of water wells, and the log of a gas test well. The logs in each group are listed in order by townships from north to south and by ranges from east to west. Numbers 1 to 8 are logs of the test holes drilled in Stanton county by the cooperative well-drilling machine, and numbers 9 to 11 are logs of similar test holes drilled in Morton county just south of the Stanton county line. The locations of the test holes are shown in figure 4. Numbers 12 to 21 are logs of water wells and number 22 is the log of the gas test well in sec. 11, T. 29 S., R. 41 W.
1. Log of test hole 1 at the NW comer, sec. 1, T. 27 S., R. 41 W., drilled by the State and Federal Geological Surveys, 1940. Surface altitude, 3,265 feet. (Authority, samples studied by Perry McNally, Frank Conselman, and Bruce F. Latta.) | Thickness (feet) |
Depth (feet) |
|
---|---|---|---|
Ogallala formation: | |||
Silt, fine sandy, tan to gray | 25 | 25 | |
Silt, fine sandy, and clayey, gray | 11 | 36 | |
Sand and gravel, gray to brown | 8 | 44 | |
Silt, sandy, light brown | 26 | 70 | |
Sand, medium, to coarse gravel, tan | 10 | 80 | |
Silt, sand, and gravel, tan | 10 | 90 | |
Sand, fine, to medium gravel, tan | 11 | 101 | |
Silt, light gray and brown, and clay | 9 | 110 | |
Silt and clay, blue gray | 10 | 120 | |
Silt, fine sandy, brown | 4 | 124 | |
Sand, fine to coarse, tan | 16 | 140 | |
Sand, fine, to coarse gravel, tan | 10 | 150 | |
Sand, coarse, to coarse gravel, tan | 19 | 169 | |
Silt, sandy, brown | 16 | 185 | |
Sand, coarse, to coarse gravel, tan | 18 | 203 | |
Silt and clay, sandy, brown | 14 | 217 | |
Sand, medium, to medium gravel, tan | 9 | 226 | |
Cockrum sandstone: | |||
Sandstone, yellow brown and red brown | 4 | 230 | |
Clay, soft, light gray and blue | 2.5 | 232.5 | |
Sandstone, light brown, yellow, and red brown | 5 | 237.5 | |
Sandstone, red brown, and alternating clay, yellow and gray | 6.5 | 244 | |
Clay, yellow, gray, and blue | 6 | 250 | |
Sandstone, soft, yellow to light brown | 20 | 270 | |
Clay, sandy, gray green to yellow | 19 | 289 | |
Kiowa shale: | |||
Shale, clayey, blue gray | 16 | 305 | |
Shale, sandy, hard, blue gray | 10 | 315 | |
Shale, clayey, soft, blue gray | 15 | 330 | |
Shale, hard, blue gray | 26 | 356 | |
Cheyenne sandstone: | |||
Sandstone, fine to medium grained, gray | 14 | 370 | |
Shale, clayey, blue gray, and hard fine-grained sandstone | 24 | 394 | |
Sandstone, soft, light gray | 10 | 404 | |
Sandstone, hard, buff | 8 | 412 | |
Triassic (?): | |||
Clay, red and light gray | 5 | 417 | |
Sandstone, buff | 2 | 419 | |
Clay, red, and soft, yellow-brown sandstone | 5 | 424 | |
Clay, red and light gray | 3 | 427 | |
Sandstone, hard, light brown to buff | 14 | 441 | |
Clay, red brown and light gray | 22 | 463 | |
Sandstone, light gray to buff | 30 | 493 | |
Silt-stone, hard, red | 5 | 498 | |
Clay, gritty, light gray to white | 6.5 | 504.5 | |
Sandstone, light brown to buff | 515 | 510 | |
Clay, silty, red brown, light gray, and gray green | 13 | 523 | |
Sandstone, buff to gray brown | 65 | 588 | |
Sandstone, hard, fine grained, buff, blue green, gray | 25 | 613 | |
Clay, silty, light gray and blue gray | 4 | 617 |
2. Log of test hole 2 at NW corner, sec. 13, T. 27 S., R. 41 W., drilled by State and Federal Geological Surveys, 1939. Surface altitude, 3,275 feet, (Authority, samples studied by Perry McNally and Bruce F. Latta.) | Thickness (feet) |
Depth (feet) |
|
---|---|---|---|
Road fill | 4 | 4 | |
Ogallala formation: | |||
Soil, silty, brown to black | 4 | 8 | |
Silt, limy, gray | 5 | 13 | |
Sand, medium, tan | 6 | 19 | |
Silt, limy, gray | 8 | 27 | |
Silt, sandy, brown, and fine sand | 12 | 39 | |
Sand, fine, to coarse gravel, tan | 3.5 | 42.5 | |
Silt, sandy, light brown | 7.5 | 50 | |
Sand, fine to coarse, tan | 7 | 57 | |
Clay, silty, brown and gray | 9 | 66 | |
Sand and gravel, poorly sorted, tan | 42.5 | 108.5 | |
Silt, sandy, brown to gray | 24.5 | 133 | |
Sand, medium, to fine gravel, tan | 1.5 | 134.5 | |
Silt, sandy, tan, and some caliche | 35.5 | 170 | |
Sand, medium, to coarse gravel, angular, tan | 20 | 190 | |
Sand, gravel, and silt, alternating beds of | 10 | 200 | |
Silt, sandy, limy, brown, and caliche | 5 | 205 | |
Sand, medium, to coarse gravel, poorly sorted | 9 | 214 | |
Silt, sandy, tan, and some caliche | 6 | 220 | |
Gravel, fine to coarse, poorly sorted, containing abundant pebbles of Dakota sandstone | 8 | 228 | |
Cockrum sandstone: | |||
Clay, sandy and silty, yellow to brown | 5 | 233 | |
Clay, sandy, yellow, and sandstone, very fine grained, red brown | 7 | 240 |
3. Log of test hole 3 at NE corner, sec. 23, T. 27 S., R. 43 W., drilled by State and Federal Geological Surveys, 1939. Surface altitude, 3,527.4 feet. (Authority, samples studied by Perry McNally and Bruce F. Latta.) | Thickness (feet) |
Depth (feet) |
|
---|---|---|---|
Road fill | 2 | 2 | |
Ogallala formation: | |||
Silt, limy, light brown (loess) | 2 | 4 | |
Sand, fine, brown, containing caliche fragments | 5 | 9 | |
Silt, sandy, brown, and some caliche | 14 | 23 | |
Sand, fine, and coarse gravel, poorly sorted, tan | 16 | 39 | |
Silt, gritty, limy, soft, creamy brown | 3 | 42 | |
Sand, medium, to medium gravel, tan | 3 | 45 | |
Gravel, very coarse, angular, tan | 9 | 54 | |
Silt, light brown | 6 | 60 | |
Sand, medium, to fine gravel, angular, tan | 7 | 67 | |
Silt, sandy, brown | 11 | 78 | |
Sand, fine, to fine gravel, tan | 10 | 88 | |
Silt, sandy, brown to gray green | 12 | 100 | |
Silt, sandy, tan, sandstone fragments, soft, and a few gastropod fragments | 9 | 109 | |
Sand, medium, to medium gravel, angular, tan | 6.5 | 115.5 | |
Silt, sandy, hard, brown, and caliche | 8.5 | 124 | |
Sand, medium, to medium gravel, angular, tan | 5 | 129 | |
Silt, sandy, brown, caliche, and a few hard limestone fragments | 4 | 133 | |
Sand, fine, to coarse gravel, tan | 23 | 156 | |
Silt, sandy, red brown | 2 | 158 | |
Sand, fine to coarse, red brown, and clay balls | 12 | 170 | |
Sand, fine to coarse, tan | 5 | 175 | |
Silt, clayey, sandy, brown and gray, and caliche | 7 | 182 | |
Cockrum sandstone: | |||
Clay, soft, red buff, containing dark-brown iron nodules | 2 | 184 | |
Clay, brown, yellow brown, and red | 6 | 190 | |
Clay, varicolored, and sandstone, soft, light gray | 10 | 200 |
4. Log of test hole 4 at SW corner, sec. 2, T. 28 S., R. 39 W., drilled by State and Federal Geological Surveys, 1939. Surface altitude, 3,152 feet. (Authority, samples studied by Perry McNally and Bruce F. Latta.) | Thickness (feet) |
Depth (feet) |
|
---|---|---|---|
Top soil, tan | 2 | 2 | |
Ogallala formation: | |||
Soil, gray, limy streaks | 2 | 4 | |
Silt, sandy, light brown | 10 | 14 | |
Silt, sandy, brown, and sand, loose, red brown | 10 | 24 | |
Silt, sandy, light gray, brown, and white | 26 | 50 | |
Sand, fine to medium, tan | 5 | 55 | |
Silt, sandy, limy, brown | 17 | 72 | |
Sand, fine to coarse, tan, water-bearing | 8 | 80 | |
Clay and volcanic ash, intermixed, soft, white | 14 | 94 | |
Silt, light brown and gray, and some caliche | 23 | 117 | |
Silt, sandy, limy, brown and gray | 41 | 158 | |
Silt, sandy, light brown, and scattered sand, gravel, and caliche | 22 | 180 | |
Clay, silty, sticky, tan | 28.5 | 208.5 | |
Silt, sandy, tan, and sand lenses | 15.5 | 224 | |
Silt, sandy, tan | 10 | 234 | |
Silt, limy, tan, light gray, and white | 5 | 239 | |
Gravel, medium to very coarse, tan, water-bearing | 27.5 | 266.5 | |
Clay, silty, sticky, tan | 8.5 | 275 | |
Sand and silt, limy, gray, interbedded | 3 | 278 | |
Sand, fine to coarse, tan | 3 | 281 | |
Silt, sandy, limy, tan | 5 | 286 | |
Sand, fine, tan and gray | 5 | 291 | |
Silt, sandy, limy, light brown | 4 | 295 | |
Sand, fine to coarse, tan | 6 | 301 | |
Silt, sandy, limy, light brown and gray | 4 | 305 | |
Sand, fine to coarse, tan, and caliche | 6 | 311 | |
Caliche, hard | 5 | 316 | |
Sand, loose, and caliche | 7.5 | 323.5 | |
Silt, gritty, limy, light gray to white tan | 6 | 329.5 | |
Cockrum sandstone: | |||
Sandstone fragments, maroon brown | 3.5 | 333 | |
Clay, sandy, yellow and gray (drilled hard) | 17 | 350 |
5. Log of test hole 5 at NE corner, sec. 35, T. 28 S., R. 41 W., drilled by State and Federal Geological Surveys, 1939. Surface altitude, 3,346.6 feet. (Authority, samples studied by Perry McNally and Bruce F. Latta.) | Thickness (feet) |
Depth (feet) |
|
---|---|---|---|
Road fill | 2 | 2 | |
Ogallala formation: | |||
Silt, sandy, gray, and caliche | 5 | 7 | |
Silt, sandy, t-an to brown, and caliche | 33 | 40 | |
Sand, medium, to coarse gravel, tan | 16.5 | 56.5 | |
Silt, sandy, brown, and some caliche | 5.5 | 62 | |
Sand, fine to coarse, tan | 3 | 65 | |
Silt, brown, containing thin sand lenses and caliche | 5 | 70 | |
Sand and gravel, tan, containing beds of thin silt | 58 | 128 | |
Silt, sandy, brown | 18 | 146 | |
Silt, limy, gray, and caliche | 9 | 155 | |
Sand, fine, to medium gravel, tan | 6 | 161 | |
Silt, sandy, brown and gray | 9 | 170 | |
Sand, fine, to coarse gravel, tan | 28 | 198 | |
Silt, sandy, light gray | 7 | 205 | |
Sand, medium, to coarse gravel, tan | 42 | 247 | |
Silt, sandy, gray tan | 7 | 254 | |
Gravel, medium to coarse, tan | 35 | 316 | |
Silt, sandy, yellow brown and gray | 27 | 343 | |
Sand, fine, to coarse gravel, tan | 7 | 350 | |
Silt, sandy, brown, gray, and gray green | 13 | 363 | |
Sand, medium, to coarse gravel, tan | 19 | 382 | |
Silt, Sandy, brown and gray | 16 | 398 | |
Sand, medium, to coarse gravel, tan | 2 | 400 | |
Silt, sandy, brown | 17 | 417 | |
Cockrum sandstone: | |||
Sand, fine, brown, and clay, light gray to yellow brown | 20.5 | 437.5 | |
Clay-shale, sandy, silty, dark gray to blue gray | 2.5 | 440 |
6. Log of test hole 6 at SE corner, sec. 2, T. 28 S., R. 42 W., drilled by State and Federal Geological Surveys, 1939. Surface altitude, 3,434.1 feet. (Authority, samples studied by Perry McNally and Bruce F. Latta.) | Thickness (feet) |
Depth (feet) |
|
---|---|---|---|
Top soil, black, loamy | 1.5 | 1.5 | |
Ogallala formation: | |||
Silt, soft, buff, somewhat limy (loess) | 7.5 | 9 | |
Silt, limy, light brown to gray | 9 | 18 | |
Silt, limy, light gray to creamy white | 4 | 22 | |
Silt, sandy, hard, tan | 9 | 31 | |
Silt, sandy, red brown | 9 | 40 | |
Silt, sandy and limy, tan, containing some caliche | 5 | 45 | |
Sand, fine, to coarse gravel, angular, tan | 2 | 47 | |
Silt, sandy, tan to red brown | 25 | 72 | |
Sand, fine to coarse, tan | 4 | 76 | |
Silt, sandy, tan | 5 | 81 | |
Sand, medium, to coarse gravel, angular, tan | 10 | 91 | |
Silt, sandy, brown, and caliche | 11 | 102 | |
Sand, fine, to coarse gravel, tan | 31 | 133 | |
Silt, limy, light gray, and some caliche | 17 | 150 | |
Sand, fine, to medium gravel, tan | 10 | 160 | |
Silt, hard, brown, containing limonitic streaks | 10 | 170 | |
Silt, sandy, brown | 15 | 185 | |
Sand, fine, to coarse gravel, angular, tan | 5 | 190 | |
Silt, sandy, brown | 10 | 200 | |
Clay, silty, light brown to gray | 16 | 216 | |
Sand, fine, to medium gravel, gray to tan | 1.5 | 217.5 | |
Clay, silty, light brown to gray | 8.5 | 226 | |
Silt, sandy, limy, light brown to gray | 21 | 247 | |
Sand, fine to coarse, tan | 3 | 250 | |
Silt, sandy, brown | 5 | 255 | |
Sand, coarse, tan, and clay balls, sandy | 5 | 260 | |
Sand, fine, and fine gravel, tan, and clay balls, sandy | 10 | 270 | |
Sand, gravel, and silt, interbedded | 27 | 297 | |
Cockrum sandstone: | |||
Sandstone, very fine grained, soft, friable, brown | 9 | 306 | |
Clay, silty, light gray, yellow, and red | 12 | 318 | |
Clay, soft, dark gray | 8 | 326 | |
Sandstone, soft, friable, red brown | 1 | 327 | |
Clay, shaly, soft, dark gray to black | 3 | 330 |
7. Log of test hole 7 at NW corner, sec. 2; T. 30 S., R. 39 W., drilled by State and Federal Geological Surveys, 1939. Surface altitude, 3,187.6 feet. (Authority, samples studied by Perry McNally and Bruce F. Latta.) | Thickness (feet) |
Depth (feet) |
|
---|---|---|---|
Soil, loamy, gray | 4 | 4 | |
Ogallala formation: | |||
Silt, sandy, soft, light brown | 6 | 10 | |
Silt, sandy, red tan to light brown | 10 | 20 | |
Silt, hard, light brown | 18.5 | 38.5 | |
Silt, gritty, limy, tan and white, and caliche | 11.5 | 50 | |
Silt, gray tan | 10 | 60 | |
Sand, fine, tan, and silt, white, brown, and yellow brown | 4 | 64 | |
Silt, limy, brown and gray | 6 | 70 | |
Silt, sandy, light: brown to light gray | 15 | 85 | |
Sand and gravel, poorly sorted, tan | 2 | 87 | |
Silt, sandy, brown and yellow brown | 7 | 94 | |
Sand, fine to coarse, tan | 8 | 102 | |
Silt, sandy, tan | 4.5 | 106.5 | |
Sand, coarse, to coarse gravel, tan | 3.5 | 110 | |
Silt, sandy, brown to gray, containing thin layer of caliche | 46 | 156 | |
Sand, fine, to fine gravel, tan | 20 | 176 | |
Silt, sandy, light brown, containing thin sand lenses | 8 | 184 | |
Sand, fine, to medium gravel, tan | 24 | 208 | |
Silt, sandy, light brown, and caliche | 12 | 220 | |
Sand, fine, to fine gravel, tan | 6 | 226 | |
Silt, sandy, brown and yellow brown | 4 | 230 | |
Sand, gravel, and sandy silt | 4 | 234 | |
Silt, sandy, limy, and caliche | 3 | 237 | |
Sand, gravel, and silt, interbedded, tan | 11 | 248 | |
Sand and gravel, tan (major grade is fine gravel) | 48 | 296 | |
Silt, hard, tan | 5 | 301 | |
Sand, fine, to medium gravel, angular, tan | 17 | 318 | |
Silt, hard, tan | 6 | 324 | |
Sand, fine, to medium gravel, tan | 26 | 350 | |
Silt, hard, brown and gray | 11 | 361 | |
Sand, fine to coarse, tan | 22.5 | 383.5 | |
Cockrum sandstone: | |||
Sandstone, very fine grained, red brown | 6.5 | 390 | |
Sandstone, fine grained, red brown and light gray | 30 | 420 |
8. Log of test hole 8 at NW corner, sec. 1, T. 30 S., R. 41 W., drilled by State and Federal Geological Surveys, 1939. Surface altitude, 3,359.1 feet. (Authority, samples studied by Perry McNally and Bruce F. Latta.) | Thickness (feet) |
Depth (feet) |
|
---|---|---|---|
Ogallala formation: | |||
Soil, sandy, gray | 4 | 4 | |
Silt, soft, brown | 6 | 10 | |
Silt, light brown to light gray, containing calcareous nodules | 6 | 16 | |
Silt, sandy, brown | 11 | 27 | |
Silt, sandy, limy, tan | 4 | 31 | |
Sand, medium to coarse, tan | 3 | 34 | |
Silt, limy, tan | 14 | 48 | |
Sand, fine, to coarse gravel, tan | 6 | 54 | |
Silt, sandy, brown | 5 | 59 | |
Silt, sandy, limy, tan, and caliche | 14 | 73 | |
Silt, sandy, limy, light gray and brown, containing some caliche | 11 | 84 | |
Sand, fine to medium, brown | 3 | 87 | |
Silt, limy, light gray, and caliche | 7 | 94 | |
Gravel, coarse, poorly sorted, brown | 3 | 97 | |
Silt, sandy, limy, gray, and caliche | 12 | 109 | |
Silt, sandy, limy, brown, and caliche | 30 | 139 | |
Caliche, hard | 0.5 | 139.5 | |
Silt, sandy, gray, gray green, and brown, and some caliche | 26.5 | 166 | |
Sand, fine, to coarse gravel, angular, tan | 22 | 188 | |
Silt, sandy, hard, brown | 6 | 194 | |
Sand, fine, to coarse gravel, angular, tan | 5 | 199 | |
Silt, sandy, brown and gray | 3.5 | 202.5 | |
Sand, fine, to coarse gravel, angular, brown | 14 | 216.5 | |
Cockrum sandstone: | |||
Clay, sandy, light gray and brown, containing a few thin beds of sandstone | 15.5 | 232 | |
Clay, gray, yellow, and red | 3 | 235 | |
Clay, gray, and sandstone, very fine grained, brown | 5 | 240 |
9. Log of test hole 9 at the NW corner, sec. 4, T. 31 S., R. 39 W., Morton county, drilled by the State and Federal Geological Surveys, 1940. Surface altitude, 3,192.7 feet. (Authority, samples studied by Perry McNally and Thad McLaughlin.) | Thickness (feet) |
Depth (feet) |
|
---|---|---|---|
Ogallala formation: | |||
Loam, brown to black | 3 | 3 | |
Clay, silty to fine sandy, light brown | 5 | 8 | |
Silt, fine sandy, brown | 3 | 11 | |
Silt, fine sandy, light brown | 2 | 13 | |
Sand, fine, brown, containing caliche and clay | 4 | 17 | |
Silt, light brown and gray, and caliche | 8 | 25 | |
Silt, fine sandy, brown | 4 | 29 | |
Clay, silty, light brown, and caliche | 12 | 41 | |
Silt, fine sandy, light gray | 2 | 43 | |
Silt, fine sandy, light brown | 3 | 46 | |
Sand, fine, reddish brown | 8 | 54 | |
Silt, fine sandy, brown, and caliche | 10 | 64 | |
Clay, silty, light brown | 5 | 69 | |
Sand and silt, fine, brown | 4 | 73 | |
Silt and caliche | 5 | 78 | |
Sand, fine, brown, and caliche | 9 | 87 | |
Sand, fine, light brown to gray, and caliche | 10 | 97 | |
Sand, fine, brown | 11 | 108 | |
Silt, light gray to white | 6 | 114 | |
Sand, fine, brown to gray | 23 | 137 | |
Sand, medium, brown | 4 | 141 | |
Silt, fine sandy, brown | 6 | 147 | |
Sand and gravel, brown | 11.5 | 158.5 | |
Silt, sandy, brown | 6.5 | 165 | |
Sand and gravel, brown | 11 | 176 | |
Silt, caliche, and sand | 4 | 180 | |
Sand and gravel, brown | 10 | 190 | |
Sand and gravel, coarse | 10 | 200 | |
Sand, fine, brown, and silt | 10 | 210 | |
Silt, brown, and loose sand | 13 | 223 | |
Silt, brown and gray | 5 | 228 | |
Sand, fine to coarse, brown | 9 | 237 | |
Sand and gravel | 11.5 | 248.5 | |
Silt, brown, sandy | 7.5 | 256 | |
Silt, sand, and gravel | 5.5 | 261.5 | |
Cockrum sandstone: | |||
Sandstone, brown, and clay, varicolored | 8.5 | 270 |
10. Log of test hole 10 at the NW corner, sec. 3, T. 31 S., R. 40 W., Morton county, drilled by State and Federal Geological Surveys, 1940. Surface altitude, 3,266.2 feet, (Authority, samples studied by Perry McNally and Bruce F. Latta.) | Thickness (feet) |
Depth (feet) |
|
---|---|---|---|
Ogallala formation: | |||
Loam, brown to black | 4 | 4 | |
Silt, sandy, brown | 5 | 9 | |
Sand, fine, brown, and clay | 18 | 27 | |
Caliche, gray, and sand | 10 | 37 | |
Silt, sandy, brown | 4 | 41 | |
Sand, fine, and clay | 2 | 43 | |
Silt:, brown, and sand | 7 | 50 | |
Sand, fine to medium, brown | 10 | 60 | |
Silt, sandy, brown | 5 | 65 | |
Sand, fine to medium, brown | 5 | 70 | |
Sand, fine, and gravel, coarse | 25 | 95 | |
Clay, silty, brown | 1.5 | 96.5 | |
Sand and gravel, brown | 18 | 114.5 | |
Silt, sandy, brown | 16.5 | 131 | |
Silt, caliche and sand | 7 | 138 | |
Silt, limy, brown | 4 | 142 | |
Silt, limy, gray, containing sand and gravel | 3 | 145 | |
Sand, fine to coarse, brown | 23 | 168 | |
Silt, limy, light brown | 6 | 174 | |
Silt, brown, and sand | 2 | 176 | |
Sand and gravel, brown (predominantly fine gravel) | 4 | 180 | |
Sand and gravel | 11 | 191 | |
Cockrum sandstone: | |||
Clay, varicolored | 9 | 200 |
11. Log of test hole 11 at the NE corner, sec. 4, T. 31 S., R. 41 W., Morton county, drilled by the State and Federal Geological Surveys, 1940. Surface altitude, 3,387.8 feet. (Authority, samples studied by Perry McNally and Thad McLaughlin.) | Thickness (feet) |
Depth (feet) |
|
---|---|---|---|
Ogallala formation: | |||
Loam, black | 2 | 2 | |
Silt, brown, soft | 6 | 8 | |
Silt, sandy, brown | 3 | 11 | |
Silt, limy, light-gray | 6 | 17 | |
Silt, pink | 8 | 25 | |
Silt, limy, gray | 6 | 31 | |
Silt, gray, and sand | 2 | 33 | |
Sand, fine, brown, and clay | 2 | 35 | |
Silt and caliche | 3 | 38 | |
Sand and gravel, coarse | 2 | 40 | |
Silt and sand | 12 | 52 | |
Sand and gravel, medium, brown | 10 | 62 | |
Silt, light brown | 1.5 | 63.5 | |
Sand, fine, reddish brown | 5.5 | 69 | |
Silt, limy, gray | 2 | 71 | |
Silt, sandy, pink | 2 | 73 | |
Clay, limy, light gray | 8 | 81 | |
Cockrum sandstone: | |||
Sandstone, fine grained, yellowish brown, gray, and maroon | 9 | 90 |
12. Log of well (6) of Pete Molz in SE sec. 27, T. 27 S., R. 39 W. Surface altitude, 3,154.3 feet. (Authority, Pete Molz, owner and driller.) | Thickness (feet) |
Depth (feet) |
|
---|---|---|---|
Ogallala formation: | |||
Soil, clay, and sand | 56 | 56 | |
Fine sand, to coarse gravel | 14 | 70 | |
Fine sand | 6 | 76 | |
Sand rock | 0.5 | 76.5 | |
Fine sand | 6.5 | 83 | |
Coarse sand and gravel |
13. Log of well (9) of E. J. Guldner at SW corner, SE SW sec. 5, T. 27 S., R. 40 W. (Authority, owner.) | Thickness (feet) |
Depth (feet) |
|
---|---|---|---|
Ogallala formation: | |||
Soil | 16 | 16 | |
Sand, consolidated | 2 | 18 | |
Clay | 7 | 25 | |
Gravel, water-bearing | 7 | 32 | |
Clay | 3 | 35 | |
Sand, coarse | 7 | 42 | |
Clay | 16 | 58 | |
Sand, coarse | 11 | 69 | |
Clay | 4 | 73 | |
Sand, coarse | 5 | 78 | |
Clay |
14. Log of test hole of Clarence Winger at NW corner, NE sec. 35, T. 27 S., R. 40 W. Well (19) finished at a depth of 182 feet. (Authority, Buell Scott, driller.) | Thickness (feet) |
Depth (feet) |
|
---|---|---|---|
Ogallala formation: | |||
Soil | 16 | 16 | |
Clay, yellow | 18 | 34 | |
Rock | 3 | 37 | |
Clay, yellow | 9 | 46 | |
Sand, very fine | 14 | 60 | |
Water sand, fine | 20 | 80 | |
Water sand, medium | 75 | 155 | |
Rock | 2 | 157 | |
Sand and gravel, water-bearing. | 18 | 175 | |
Clay, brown | 1 | 176 | |
Gravel, coarse | 10 | 186 | |
Clay | 38 | 224 | |
Water sand, good | 46 | 270 |
15. Log of test hole of Charles Winger at NW corner, sec. 5, T. 28 S., R. 39 W. Well (41) finished at a depth of 160 feet. (Authority, Buell Scott, driller.) | Thickness (feet) |
Depth (feet) |
|
---|---|---|---|
Ogallala formation: | |||
Soil | 18 | 18 | |
Clay and "gyp" | 42 | 60 | |
Sand, fine | 12 | 72 | |
Clay and sand | 28 | 100 | |
Sand | 41 | 141 | |
Clay and sand | 19 | 160 | |
Clay | 37 | 197 | |
Sand | 38 | 235 |
16. Log of well (78) of H. H. Brown at SE corner, SW sec. 2., T. 29 S., R. 39 W. Surface altitude, 3,157.2 feet. (Authority, driller, through W. H. Smoot.) | Thickness (feet) |
Depth (feet) |
|
---|---|---|---|
Ogallala formation: | |||
Surface soil and sand | 54 | 54 | |
Clay and sand, water-bearing | 40 | 94 | |
Sand rock, water-bearing | 100 | 194 | |
Shale | 60 | 254 | |
Quicksand, water-bearing | 30 | 284 | |
Shale | 20 | 304 | |
Coarse gravel, water-bearing | 16 | 320 |
17. Log of city well (100) at Manter, Kan., NW SW sec. 14, T. 29 S., R. 42 W. (Authority, Bill Williams, driller.) | Thickness (feet) |
Depth (feet) |
|
---|---|---|---|
Soil | 2 | 2 | |
Clay, sandy | 23 | 25 | |
Clay | 35 | 60 | |
Clay, hard, and shell | 45 | 105 | |
Clay, soft, yellow | 25 | 130 | |
Shale, sticky, blue | 25 | 155 | |
Clay, hard, sand and gravel | 5 | 160 | |
Missing | 45 | 205 | |
Clay | 10 | 215 | |
Sand rock, soft | 40 | 255 | |
Rock, solid | 12 | 267 | |
Shale, block | 10 | 277 |
18. Log of well (101) of the Atchison, Topeka and Santa Fe Railway at Manter, Kan., NE corner, SW SW sec. 14, T. 29 S., R. 42 W. (Authority, driller.) | Thickness (feet) |
Depth (feet) |
|
---|---|---|---|
Soil and clay | 45 | 45 | |
Sand, dry | 23 | 68 | |
Sand rock | 2 | 70 | |
Clay and "gyp" | 10 | 80 | |
Sand, pack | 7 | 87 | |
Rock, hard | 7 | 94 | |
Clay | 2 | 96 | |
Shale | 16 | 112 | |
Shale, hard | 3 | 115 | |
Shale streak, soft and hard | 35 | 150 | |
Rock, hard, blue | 2 | 152 | |
Shale streak, soft and hard | 23 | 175 | |
Rock, very hard | 1 | 176 | |
Clay | 4 | 180 | |
Rock, hard | 3 | 183 | |
Shale, soft and hard | 19 | 202 | |
Sand rock and shale | 2 | 204 | |
Magnesia and white sand, cemented | 18 | 222 | |
Sand, pack | 8 | 230 | |
Sand, pack, and sand rock in thin layers | 16 | 246 | |
Sand rock, soft | 8 | 254 | |
Sand, very fine | 19 | 273 | |
Boulders | 2 | 275 | |
Clay | 3 | 278 | |
Shale, soft and hard, in thin layers | 31 | 309 | |
Sand rock, hard | 5 | 314 | |
Shale, blue | 12 | 326 | |
Rock, hard | 1 | 327 | |
Shale, soft | 4 | 331 | |
Sand rock, hard | 18 | 349 | |
Pack sand | 35 | 384 | |
Shale, hard | 6 | 390 | |
Magnesia | 14 | 404 | |
Sand rock, extra hard | 6 | 410 | |
Shale, red | 6 | 416 | |
Sand rock, white | 12 | 428 | |
Shale, red | 4 | 432 | |
Sandstone, soft | 18 | 450 | |
Sandstone, extra hard | 6 | 456 | |
Pack sand, soft | 18 | 474 | |
Shale, red | 1 | 475 |
19. Log of abandoned water well in NE sec. 32, T. 30 S., R. 41 W. (Authority, T. F. Shumate.) | Thickness (feet) |
Depth (feet) |
|
---|---|---|---|
Soil, sand, gravel, and clay | 110 | 110 | |
Soapstone | 30 | 140 | |
Sand rock, white | 50 | 190 | |
Quicksand, very fine | 5 | 195 | |
Shale, black | 2 | 197 |
20. Log of abandoned water well in SW sec. 34, T. 29 S., R. 43 W. (Authority, C. G. Streeter, driller.) | Thickness (feet) |
Depth (feet) |
|
---|---|---|---|
Clay, sand, gravel, and conglomerate | 25 | 25 | |
Sandstone, brown | 35 | 60 | |
Shale, sticky, soft, blue in upper part and hard, pyritic, black in lower part | 115 | 175 | |
Sandstone, coarser than sandstone above, water under pressure | 41 | 216 |
21. Log of test hole in SE sec. 2, T. 27 S., R. 41 W. (Authority, Buell Scott, driller.) | Thickness (feet) |
Depth (feet) |
|
---|---|---|---|
Ogallala formation: | |||
Soil and clay | 18 | 18 | |
Gyp, hard | 3 | 21 | |
Clay, some pebbles | 42 | 63 | |
Sand, medium, water-bearing, gray | 37 | 100 | |
Clay, brown | 15 | 115 | |
Clay, and some gravel | 10 | 125 | |
Sand and clay, interbedded | 35 | 160 | |
Gravel, coarse, containing limy pebbles | 15 | 175 | |
Sand rock, fairly hard, brown | 3 | 178 | |
Gravel, coarse (larger than peas) | 33 | 211 |
22. Log of gas test well of Western Production Company at: center of NE sec. 11, T. 29 S., R. 41 W. Surface altitude, 3,348.7 feet. (Authority, driller.) | Thickness (feet) |
Depth (feet) |
|
---|---|---|---|
Surface sand | 20 | 20 | |
Sand and gravel | 30 | 50 | |
Sand and shale | 160 | 210 | |
Sticky shale | 250 | 460 | |
Sand and gravel | 190 | 650 | |
Sticky shale | 100 | 750 | |
Sand and gravel | 130 | 880 | |
Anhydrite and gyp | 37 | 917 | |
Red shale | 743 | 1,660 | |
Anhydrite | 8 | 1,668 | |
Anhydrite and lime | 22 | 1,690 | |
Red shale, containing streaks of anhydrite | 135 | 1,825 | |
Red shale | 35 | 1,860 | |
Red shale and gyp | 317 | 2,177 | |
Red shale | 23 | 2,200 | |
Blue sticky shale | 34 | 2,234 | |
Hard blue shale and anhydrite | 56 | 2,290 | |
Anhydrite and gyp | 30 | 2,320 | |
Blue and red hard shale | 51 | 2,371 | |
Hard lime | 4 | 2,375 |
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Kansas Geological Survey, Geology
Placed on web Oct. 5, 2018; originally published November 1941.
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