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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. 5 S., R. 6 E. | |||||||||||||||
5-6-6dd | SE1/4 SE1/4 sec. 6 | H. J. Anderson | Dr | 75.9 | 6 | GI | Limestone | Barneston limestone | Cy, W | S | Top of casing | 0.2 | 69.5 | 11/28/51 | |
5-6-9ad1 | SE1/4 NE1/4 sec. 9 | Frank Dobrovolny, Sr | Dr | 130 | 6 | GI | Limestone | Wreford limestone | Cy, W | N | 100 | Water is salty. | |||
5-6-9ad2 | SE1/4 NE1/4 sec. 9 | Frank Dobrovolny, Sr | Dr | 80 | 6 | GI | Limestone | Barneston limestone | Cy, W | D, S | 49 | Quality of water is reported to be good. | |||
5-6-12dd | SE1/4 SE1/4 sec. 12 | Earl Lamb | Dr | 72 | 6 | GI | Limestone | Barneston limestone | Cy, E | D | 42 | Analysis of water is given in table 3. | |||
5-6-15ad | SE1/4 NE1/4 sec. 15 | C. E. Nichols | Dr | 47.1 | 6 | GI | Limestone | Barneston limestone | Cy, H | S | Top of casing | 0.5 | 38.48 | 11/28/51 | |
5-6-15cc | SW1/4 SW1/4 sec. 15 | Sander Larson | Dr | 36 | 6 | GI | Gravel | Glacial | Cy, E, W | D, S | 26 | ||||
5-6-19cd | SE1/4 SW1/4 sec. 19 | Sander Larson | Dr | 149.1 | 6 | GI | Limestone | Winfield limestone | Cy, W | S | Top of casing | 0.4 | 78.04 | 11/28/51 | |
5-6-21dd | SE1/4 SE1/4 sec. 21 | Clarence Smith | Dr | 120 | 6 | GI | Limestone | Barneston limestone | Cy, W, H | D, S | 40 | ||||
5-6-26cb | NW1/4 SW1/4 sec. 26 | George Roepke | Dr | 34 | 6 | GI | Limestone | Barneston limestone | Cy, W | D, S | 28 | ||||
5-6-28cd | SE1/4 SW1/4 sec. 28 | G. Hersey | Dr | 55.1 | 6 | GI | Limestone | Barneston limestone | Cy, W, H | S | Top of casing | 0.5 | 17.68 | 11/28/51 | |
T. 5 S., R. 7 E. | |||||||||||||||
5-7-1cc | SW1/4 SW1/4 sec. 1 | C. Jones | Dr | 55.7 | 6 | GI | Gravel | Terrace | Cy, H | N | Top of casing | 0.6 | 38.57 | 12/7/51 | |
5-7-5cc | SW1/4 SW1/4 sec. 5 | School District | Dr | 66.2 | 6 | GI | Limestone | Barneston limestone | Cy, H | D | Top of casing | 0.3 | 47.72 | 11/24/51 | |
5-7-6cd | SE1/4 SW1/4 sec. 6 | Harry Lamb | Dr | 65 | 6 | GI | Limestone | Barneston limestone | Cy, W, H | D, S | 50 | ||||
5-7-11aa1 | NE1/4 NE1/4 sec. 11 | City of Irving | Dr | 80 | 12 | S | Gravel | Terrace | T, E | P | 50 | ||||
5-7-11aa2 | NE1/4 NE1/4 sec. 11 | City of Irving | Dr | 80 | 14 | S | Gravel | Terrace | Cy, E | P | 50 | ||||
5-7-13dd | SE1/4 SE1/4 sec. 13 | F. C. Fellows | Dr | 96 | 6 | GI | Limestone | Beattie limestone | N | N | 72 | To be used as a stock well when pump is installed. | |||
5-7-15ab | NW1/4 NE1/4 sec. 15 | School District | Dr | 88.7 | 6 | GI | Limestone | Wreford limestone | Cy, H | N | Top of casing | 0.9 | 21.35 | 11/27/51 | |
5-7-20cc | SW1/4 SW1/4 sec. 20 | J. Novak | Dr | 56.8 | 6 | GI | Limestone | Barneston limestone | Cy, H | D | Top of casing | 0.1 | 38.64 | 11/24/51 | |
5-7-24cc | SW1/4 SW1/4 sec. 24 | J. F. Smutny | Dr | 173.2 | 6 | GI | Limestone | Wreford limestone | Cy, W | N | Top of casing | 0.9 | 94.2 | 11/27/51 | |
5-7-28aa | NE1/4 NE1/4 sec. 28 | Mrs. E. Kotapish | Dr | 60 | 6 | GI | Limestone | Barneston limestone | Cy, W, H | D, S | 30 | ||||
T. 5 S., R. 8 E. | |||||||||||||||
5-8-9ca | NE1/4 SW1/4 sec. 9 | N. Everson | Dr | 48.3 | 6 | GI | Sand | Alluvium | Cy, H | S | Top of casing | 0.4 | 22.8 | 11/7/51 | |
5-8-13ca | NE1/4 SW1/4 sec. 13 | R. Cobb | Dr | 64 | 6 | GI | Limestone | Beattie limestone | Cy, E | D, S | 44 | ||||
5-8-25da | NE1/4 SE1/4 sec. 25 | School District | Dr | 91.8 | 6 | GI | Limestone | Wreford limestone | Cy, H | D | Top of casing | 0.3 | 46.3 | 10/20/51 | |
5-8-27da | NE1/4 SE1/4 sec. 27 | School District | Dr | 61.1 | 6 | GI | Limestone | Wreford limestone | Cy, H | N | Top of casing | 0.2 | 46.39 | 10/20/51 | |
5-8-35bb | NW1/4 NW1/4 sec. 35 | Mable Templin | Dr | 83.2 | 6 | GI | Limestone | Wreford limestone | Cy, W | N | Top of casing | 0.2 | 36.28 | 10/20/51 | |
T. 5 S., R. 9 E. | |||||||||||||||
5-9-3cb | NW1/4 SW1/4 sec. 3 | W. T. Herigan | Dr | 90.3 | 6 | GI | Limestone | Grenola limestone | Cy, W | S | Top of platform | 0.5 | 79.05 | 10/12/51 | |
5-9-6da | NE1/4 SE1/4 sec. 6 | C. M. Owen | Dr | 44.1 | 6 | GI | Limestone | Grenola limestone | Cy, H | N | Top of casing | 0.2 | 7.15 | 10/17/51 | |
5-9-10bb | NW1/4 NW1/4 sec. 10 | C. E. Leinweber | Dr | 104.1 | 6 | GI | Limestone | Grenola limestone | Cy, H | N | Top of casing | 0.1 | 51.7 | 10/12/51 | |
5-9-12dd | SE1/4 SE1/4 sec. 12 | P. J. McGeeney | Dr | 90 | 6 | GI | Limestone | Grenola limestone | Cy, H | D, S | Top of casing | 2.1 | 42.4 | 9/25/51 | |
5-9-17aa | NE1/4 NE1/4 sec. 17 | School District | Dr | 56 | 6 | GI | Limestone | Grenola limestone | Cy, H | N | Top of casing | 0.1 | 31.54 | 10/17/51 | |
5-9-22cc | SW1/4 SW1/4 sec. 22 | G. V. Shineman | Dr | 92 | 6 | GI | Limestone | Red Eagle limestone | Cy, E | D | 42 | 10/12/51 | Analysis of water is given in table 3. | ||
5-9-22cd | SE1/4 SW1/4 sec. 22 | G. V. Shineman | Du | 53.2 | 36 | R | Limestone | Grenola limestone | Cy, H | N | Top of platform | 0.5 | 43.75 | 10/12/51 | |
5-9-24ba | NE1/4 NW1/4 sec. 24 | C. D. Weinert | Dr | 86 | 6 | GI | Limestone | Grenola limestone | Cy, W | S | Top of casing | 0.8 | 25.04 | 12/12/51 | Analysis of water is given in table 3. |
5-9-24bb | NW1/4 NW1/4 sec. 24 | C. D. Weinert | Dr | 85.7 | 6 | GI | Limestone | Grenola limestone | Cy, H | N | Top of casing | 1.1 | 59.78 | 10/12/51 | |
5-9-26dd | SE1/4 SE1/4 sec. 26 | J. Kennedy | Dr | 110.5 | 6 | GI | Limestone | Grenola limestone | Cy, W, H | S | Top of casing | 0.6 | 35.53 | 10/12/51 | |
5-9-28cd | SE1/4 SW1/4 sec. 28 | F. H. Bienks | Dr | 117.7 | 6 | GI | Limestone | Grenola limestone | Cy, W, H | S | Top of casing | 0.7 | 28.63 | 10/12/51 | |
5-9-30dc | SW1/4 SE1/4 sec. 30 | L. H. Johnson | Dr | 66.1 | 6 | GI | Limestone | Wreford limestone | Cy, W | N | Top of casing | 0.2 | 42.36 | 10/17/51 | |
T. 5 S., R. 10 E. | |||||||||||||||
5-10-1cb | NW1/4 SW1/4 sec. 1 | F. O. Weeks | Dr | 183.3 | 3.5 | S | Sand and gravel | Glacial | Cy, W | N | Top of casing | 1.1 | 122.6 | 9/27/51 | |
5-10-16dd | SE1/4 SE1/4 sec. 16 | Union Pacific Railroad | B | 25 | 12 | CT | Sand and gravel | Alluvium | Cy, H | S | Top of platform | 1.3 | 9.25 | 10/9/51 | |
5-10-18ad | SE1/4 NE1/4 sec. 18 | J. M. McGerry | Dr | 60 | 6 | GI | Limestone | Red Eagle limestone | Cy, W | S | Top of casing | 1.4 | 27.42 | 10/12/51 | |
5-10-26dd | SE1/4 SE1/4 sec. 26 | August Kramer | Dr | 225 | 6 | S | Sand and gravel | Glacial | Cy, W | D, S | 85 | Analysis of water is given in table 3. | |||
5-10-29cb | NW1/4 SW1/4 sec. 29 | C. D. Weinert | Dr | 113 | 6 | GI | Limestone | Red Eagle limestone | Cy, W, H | S | Top of casing | 1.4 | 53.88 | 10/9/51 |
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