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Well Records
Descriptions of 248 wells visited in Marshall County and near-by areas are described in Table 11. All information classed as reported was obtained from the owner, tenant, or driller. Reported depths of wells are given in feet; measured depths are in feet and tenths. Reported depths to water level are given in feet; measured depths to water level are given in feet, tenths, and hundredths.Table 11--Records of wells in Marshall County, Kansas.
T1S || T2S || T3S || T4S || T5S
Well No. | Location | Owner or tenant | Type of well (1) | Depth of well (feet) | Diameter of well (in.) | Type of casing (2) | Principal water-bearing bed | Method of lift (3) | Use of water (4) | Measuring point | Depth to water level below measuring point (feet) | Date of measurement | REMARKS (Yield given in gallons a minute; drawdown in feet) | ||
Character of material | Geologic source | Description | Distance above land surface (feet) | ||||||||||||
T. 3 S., R. 6 E. | |||||||||||||||
3-6-6cd | SE1/4 SW1/4 sec. 6 | P. A. Farrell | Dr | 74.7 | 6 | GI | Limestone | Winfield limestone | Cy, W, H | N | Top of platform | 3.1 | 27.7 | 10/25/51 | Analysis of water is given in table 3. |
3-6-10dc | SW1/4 SE1/4 sec. 10 | H. J. Sandmann | Dr | 115.2 | 6 | GI | Limestone | Barneston limestone | Cy, W, H | S | Top of casing | 0.3 | 95.47 | 10/25/51 | |
3-6-11ba | NE1/4 NW1/4 sec. 11 | H. W. Iles | Dr | 66.4 | 6 | GI | Limestone | Doyle shale | Cy, H | S | Top of casing | 0.1 | 29.92 | 11/23/51 | |
3-6-19cd | SE1/4 SW1/4 sec. 19 | Karl Frohberg | Dr | 127 | 6 | GI | Limestone | Winfield limestone | Cy, W | S | 67 | ||||
3-6-22aa | NE1/4 NE1/4 sec. 22 | George Blanchard | DD | 130 | 36-6 | R,GI | Limestone | Barneston limestone | Cy, E | D, S | 95 | ||||
3-6-22da | NE1/4 SE1/4 sec. 22 | George Blanchard | Dr | 87.2 | 6 | GI | Limestone | Doyle shale | N | N | Top of casing | 0.4 | 68.14 | 10/25/51 | |
3-6-22dc | SW1/4 SE1/4 sec. 22 | Orval Scheller | Du | 106 | 36 | R | Limestone | Barneston limestone | J, E | D, S | 94 | ||||
3-6-28dc | SW1/4 SE1/4 sec. 28 | W. W. Monteith | Dr | 74.7 | 6 | GI | Limestone | Barneston limestone | Cy, W | S | Top of casing | 1 | 32.54 | 10/25/51 | |
3-6-31da | NE1/4 SE1/4 sec. 31 | G. H. Taplin | Dr | 93.3 | 6 | GI | Limestone | Barneston limestone | Cy, H | N | Top of platform | 1.8 | 73.85 | 10/25/51 | |
3-6-35cc | SWE1/4 SW1/4 sec. 35 | F. B. Wheeler | Dr | 69.5 | 3.5 | S | Limestone | Barneston limestone | Cy, W | S | Top of casing | 0.5 | 53.15 | 10/25/51 | |
T. 3 S., R. 7 E. | |||||||||||||||
3-7-2dc | SW1/4 SE1/4 sec. 2 | Schmidt Comm. Co | Dr | 20.1 | 6 | GI | Sand | Alluvium | Cy, H | D, S | Top of casing | 2.6 | 10.94 | 11/15/51 | |
3-7-11dc | SW1/4 SE1/4 sec. 11 | J. Ring | Dr | 76.7 | 6 | GI | Limestone | Barneston limestone | Cy, H | S | Top of casing | 0.2 | 29.32 | 11/15/51 | |
3-7-16ca | NE1/4 SW1/4 sec. 16 | Mida McMahn | Dr | 44 | 6 | GI | Limestone | Wreford limestone | Cy, W | S | Top of casing | 0.4 | 20.14 | 11/20/51 | |
3-7-29bc | SW1/4 NW1/4 sec. 29 | F. W. Hammett | Dr | 140 | 6 | GI | Limestone | Bader limestone | Cy, H | D, S | Top of casing | 2 | 17.85 | 6/30/51 | |
3-7-30cc | SWE1/4 SW1/4 sec. 30 | Gertrude Kirkendall | Dr | 50.9 | 8 | GI | Gravel | Terrace | Cy, W | D, S | Top of platform | 0.8 | 24.86 | 11/23/51 | Not used. |
3-7-31cd1 | SE1/4 SW1/4 sec. 31 | D. Hammett | Dr | 47.3 | 6 | GI | Sand and gravel | Alluvium | Cy, H | D | Top of casing | 2.1 | 19.41 | 11/23/51 | Not used. |
3-7-31cd2 | SE1/4 SW1/4 sec. 31 | D. Hammett | Dr | 43.7 | 6 | GI | Gravel | Terrace | Cy, H | D | Top of casing | 0.4 | 32.69 | 11/23/51 | |
3-7-34bc | SW1/4 NW1/4 sec. 34 | Chas. Butler | Dr | 87 | 6 | GI | Limestone | Barneston limestone | Cy, W, H | D, S | 78 | ||||
3-7-36cb | NW1/4 SW1/4 sec. 36 | F. J. Sandmann | Dr | 87.8 | 6 | GI | Limestone | Barneston limestone | Cy, W | S | Top of casing | 0.9 | 42.55 | 11/15/51 | |
T. 3 S., R. 8 E. | |||||||||||||||
3-8-1bb | NW1/4 NW1/4 sec. 1 | E. C. Koepp | Dr | 29.1 | 6 | GI | Limestone | Funston limestone | Cy, H | S | Top of casing | 0.9 | 11.11 | 11/6/51 | |
3-8-7cd | SE1/4 SW1/4 sec. 7 | School District | Dr | 23.6 | 6 | GI | Sand | Alluvium | Cy, H | D | Top of casing | 0.8 | 8.28 | 11/10/51 | |
3-8-10bc | SW1/4 NW1/4 sec. 10 | Wilfred Zech | Dr | 117 | 6 | S | Sand and gravel | Glacial | J, E | D | 40 | ||||
3-8-13ab | NW1/4 NE1/4 sec. 13 | School District | Dr | 37.8 | 6 | GI | Sand | Terrace | Cy, H | D | Top of casing | 0.2 | 4.31 | 11/6/51 | |
3-8-17cd | SE1/4 SW1/4 sec. 17 | L. C. Koepp | Dr | 85 | 3.5 | S | Sand and gravel | Glacial | Cy, W, H | S | Top of casing | 1 | 71.97 | 11/10/51 | |
3-8-19ad | SE1/4 NE1/4 sec. 19 | Joe Cooper | Dr | 183 | 3.5 | S | Sand and gravel | Glacial | Cy, W | D, S | 82 | ||||
3-8-21cc | SW1/4 SW1/4 sec. 21 | School district | Dr | 87.2 | 6 | GI | Limestone | Bader limestone | Cy, H | D | Top of casing | 0.2 | 72.25 | 11/7/51 | |
3-8-24cc | SW1/4 SW1/4 sec. 24 | Community of Winifred | Du | 37.7 | 36 | R | Sand | Terrace | Cy, H | D | Top of platform | 1 | 24.95 | 11/6/51 | |
3-8-26dd | SE1/4 SE1/4 sec. 26 | George Feldhausen | Dr | 76 | 6 | S | Sand and gravel | Glacial | Cy, W | S | 38 | ||||
3-8-29cc | SW1/4 SW1/4 sec. 29 | J. Voglesburg | Dr | 84.5 | 6 | GI | Sand and gravel | Glacial | N | N | Top of casing | 0.7 | 62.12 | 11/10/51 | |
3-8-36cd | SE1/4 SW1/4 sec. 36 | School District | Dr | 40.6 | 6 | GI | Limestone | Beattie limestone | Cy, H | D | Top of casing | 0.5 | 16.21 | 10/17/51 | Analysis of water is given in table 3. |
T. 3 S., R. 9 E. | |||||||||||||||
3-9-2ab | NW1/4 NE1/4 sec. 2 | Anna Samuelson | Dr | 58.5 | 3.5 | S | Sand and gravel | Glacial | Cy, H | N | Top of casing | 0.3 | 9.83 | 10/11/51 | |
3-9-4ab | NW1/4 NE1/4 sec. 4 | Mable Larkin | Dr | 65 | 6 | GI | Limestone | Grenola limestone | Cy, W | S | 25 | ||||
3-9-4cc | SW1/4 SW1/4 sec. 4 | W. R. Cassidy | Dr | 109.5 | 4 | GI | Limestone | Beattie limestone | Cy, W | S | Top of casing | 0.5 | 66.89 | 12/13/51 | |
3-9-7da | NE1/4 SE1/4 sec. 7 | Mrs. Peter Wanklyn | Dr | 72 | 6 | GI | Limestone | Bader limestone | J, E | S | 56 | ||||
3-9-9bd | SE1/4 NW1/4 sec. 9 | A. Samuelson | Dr | 64.8 | 6 | GI | Limestone | Grenola limestone | Cy, W, H | S | Top of casing | 0.7 | 40.81 | 10/15/51 | Analysis of water is given in table 3. |
3-9-15bb | NW1/4 NW1/4 sec. 15 | Tillie Cole | DD | 112.4 | 36-3.5 | R,S | Limestone | Grenola limestone | Cy, W | S | Top of platform | 0.3 | 47.68 | 10/13/51 | |
3-9-19da | NE1/4 SE1/4 sec. 19 | J. V. Miller | DD | 55 | 36-6 | R,GI | Limestone | Grenola limestone | J, E | D, S | 40 | ||||
3-9-25aa | NE1/4 NE1/4 sec. 25 | Moses Saville | Dr | 172 | 3.5 | S | Sand and gravel | Glacial | Cy, W, H | D, S | Top of casing | 1.1 | 34 | 10/10/51 | Driller reported that well penetrated 5 ft. into consolidated rock. |
3-9-26aa | NE1/4 NE1/4 sec. 26 | J. Morton | Dr | 170 | 3.5 | S | Sand and gravel | Glacial | Cy, W | D, S | Top of casing | 0.4 | 90.2 | 10/10/51 | |
3-9-35bc | SW1/4 NW1/4 sec. 35 | F. Millenbruch | Dr | 161.4 | 3.5 | S | Sand and gravel | Glacial | Cy, W | S | Top of casing | 0.6 | 113.81 | 10/12/51 | |
T. 3 S., R. 10 E. | |||||||||||||||
3-10-2aa | NE1/4 NE1/4 sec. 2 | H. E. Olson | B | 29.4 | 14 | CT | Sand and gravel | Glacial | Cy, W, H | S | Top of tile | 1.2 | 17.82 | 9/27/51 | |
3-10-7dc | SW1/4 SE1/4 sec. 7 | Carl A. B. Swanson | Dr | 193 | 3.5 | S | Sand and gravel | Glacial | Cy, E | D, S | 137 | ||||
3-10-8dc | SW1/4 SE1/4 sec. 8 | Conrad Anderson | Dr | 105 | 3.5 | S | Sand and gravel | Glacial | Cy, T | D, S | Top of casing | 0.4 | 29.86 | 10/10/51 | |
3-10-10cc | SW1/4 SW1/4 sec. 10 | School District | B | 50.6 | 18 | C | Sand and gravel | Glacial | Cy, H | N | Top of platform | 0.2 | 10.19 | 9/28/51 | |
3-10-11ad | SE1/4 NE1/4 sec. 11 | School District | Du | 45.1 | 36 | R | Sand and gravel | Glacial | N | N | Top of platform | 0.2 | 11.35 | 9/27/51 | |
3-10-11cd | SE1/4 SW1/4 sec. 11 | Leland Chapman | B | 46.8 | 12 | CT | Sand and gravel | Glacial | Cy, W, H | S | Top of tile | 1 | 28.35 | 10/10/51 | |
3-10-19cb | NW1/4 SW1/4 sec. 19 | H. T. VanDorn | Dr | 166 | 3.5 | S | Sand and gravel | Glacial | Cy, W | D, S | 30 | ||||
3-10-25cb | NW1/4 SW1/4 sec. 25 | School District | B | 33.8 | 12 | CT | Sand and gravel | Glacial | N | N | Top of tile | 0.3 | 24.8 | 9/27/51 | |
3-10-29cb | NW1/4 SW1/4 sec. 29 | Joeseph Lilley | Dr | 185 | 3.5 | S | Sand and gravel | Glacial | Cy, W, H | D, S | 35 |
1. B, bored; Dr, drilled; Du, dug; DD, dug and drilled.
2. B, brick; C, cement; CT, clay tile; GI, galvanized iron;
OB, oil barrel; R, rock; S, steel.
3. Type of pump: C, centrifugal; Cy, cylinder; J, jet; N, none; T, turbine.
Type of powerL E, electric motor; H, hand; T, tractor; W, wind.
4. AC, air conditioning; D, domestic; Ind, industrial; N, none; P, public supply;
S, stock.
T1S || T2S || T3S || T4S || T5S
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Kansas Geological Survey, Geologic History of Kansas
Comments to webadmin@kgs.ku.edu
Web version March 2004. Original publication date March 1954.
URL=http://www.kgs.ku.edu/General/Geology/Marshall/08_wells.html