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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. 1 S., R. 6 E. | |||||||||||||||
1-6-1dd1 | SE1/4 SE1/4 sec. 1 | William R. Gerdes | Dr | 80.2 | 6 | GI | Sand | Glacial | Cy,W | S | Top of casing | 6 | 21.11 | 10/23/51 | Analysis of water is given in table 3. |
1-6-2dd | SE1/4 SE1/4 sec. 1 | William R. Gerdes | Dr | 100 | 6 | S | Sand and gravel | Glacial | J,E | D | 20 | ||||
1-6-6cc | SW1/4 SW1/4 sec. 2 | E. Bluhm | Du | 66.2 | 36 | R | Sand | Glacial | Cy, H | N | Top of platform | 0.3 | 27.84 | 10/19/51 | |
1-6-13bc | SW1/4 NW1/4 sec. 13 | H. F. Leudders | Dr | 97.9 | 6 | GI | Limestone | Barneston limestone | Cy, W | S | Top of casing | 0.8 | 53.7 | 8/21/51 | |
1-6-14cb | NW1/4 SW1/4 sec. 14 | W. Harries | Du | 32 | 48 | R | Sand | Glacial | Cy, W | D,S | 12 | Well goes down to shale. | |||
1-6-17cb | NW1/4 SW1/4 sec. 17 | Emma Holle | DD | 64.5 | 36-6 | R,GI | Sand | Glacial | Cy, W | S | Top of platform | 1 | 34.05 | 10/19/51 | To be used as domestic supply when pump is installed. |
1-6-28cb | NW1/4 SW1/4 sec. 28 | Immanuel Lutheran Church | Dr | 150 | 6 | GI | Limestone | Doyle shale | N | N | 100 | ||||
1-6-33da | SE1/4 SE1/4 sec. 33 | Henry Wollenberg | Dr | 101 | 6 | GI | Limestone | Doyle shale | Cy, H | D,S | 70 | ||||
1-6-36cc | SW1/4 SW1/4 sec. 36 | Lewis Meinecke | Dr | 55 | 6 | GI | Limestone | Barneston limestone | J,E | D,S | 40 | ||||
T. 1 S., R. 7 E. | |||||||||||||||
1-7-6da | NE1/4 SE1/4 sec. 6 | Carl Gerdes | Dr | 150 | 6 | S | Sand and gravel | Glacial | Cy, W | D,S | 75 | ||||
1-7-9cc | SW1/4 SW1/4 sec. 9 | C. L. Goernandt | Du | 35.1 | 36 | R,GI | Sand and gravel | Glacial | Cy, W, H | S | Top of platform | 0.2 | 13 | 10/24/51 | |
1-7-10dd | SE1/4 SE1/4 sec. 10 | J. C. Pisar | Dr | 45 | 6 | GI | Limestone | Barneston limestone | Cy, W | D,S | 40 | ||||
1-7-14db | NW1/4 SE1/4 sec. 14 | City of Oketo | Dr | 32 | 10 | S | Sand | Alluvium | T,E | P | 19 | Analysis of water is given in table 3. | |||
1-7-16dd | SE1/4 SE1/4 sec. 16 | D. G. Ausmus | Dr | 63 | 6 | S | Limestone | Barneston limestone | Cy, W | D,S | 49 | Estimated yield 20 G. P. M. | |||
1-7-17dd | SE1/4 SE1/4 sec. 17 | D. G. Ausmus | Dr | 47 | 6 | S | Sand and gravel | Alluvium | Cy, W, H | D,S | 31 | ||||
1-7-18dd | SE1/4 SE1/4 sec. 18 | School District | Dr | 115.5 | 6 | GI | Limestone | Barneston limestone | Cy, H | D | Top of casing | 0.3 | 30.64 | 10/23/51 | |
1-7-20bc | SW1/4 NW1/4 sec. 20 | B. Behrends | Dr | 103.2 | 6 | GI | Limestone | Barneston limestone | Cy, H | N | Top of casing | 0.9 | 60.09 | 10/23/51 | |
1-7-23ab | NW1/4 NE1/4 sec. 26 | Mariatta Store | Dr | 40 | 6 | GI | Limestone | Barneston limestone | Cy, H | D | 30 | ||||
1-7-25cb | NW1/4 SW1/4 sec. 25 | Arliene Finch | Dr | 36.4 | 6 | GI | Sand and gravel | Glacial | Cy, W, H | D,S | Top of platform | 0.8 | 24.73 | 11/8/51 | |
1-7-30aa | NE1/4 NE1/4 sec. 30 | F. Scully | Dr | 85.4 | 6 | GI | Limestone | Barneston limestone | Cy, W | S | Top of casing | 1.1 | 64.81 | 10/23/51 | |
1-7-31cb | NW1/4 SW1/4 sec. 31 | Sylves Dursee | Dr | 47 | 6 | GI | Limestone | Barneston limestone | Cy, W | S | Top of casing | 1 | 31.04 | 23-Oct | |
T. 1 S., R. 8 E. | |||||||||||||||
1-8-1cd | SE1/4 SW1/4 sec. 1 | School District | Dr | 94.8 | 6 | GI | Limestone | Barneston limestone | Cy, H | D | Top of casing | 0.4 | 26.21 | 11/6/51 | |
1-8-5da | NE1/4 SE1/4 sec. 5 | Mary Moore | DD | 80 | 36-6 | R,GI | Limestone | Barneston limestone | Cy, W | S | 30 | ||||
1-8-6cc | SW1/4 SW1/4 sec. 6 | School District | Dr | 41.2 | 6 | GI | Limestone | Barneston limestone | N | N | Top of platform | 0.5 | 19.72 | 8/9/51 | |
1-8-7ba | NE1/4 NW1/4 sec. 7 | Fed. Land Bank | Dr | 81.5 | 6 | GI | Limestone | Barneston limestone | Cy, W | S | Top of casing | 2.1 | 30.85 | 11/8/51 | |
1-8-14aa | NE1/4 NE1/4 sec. 14 | Christine Sible | DD | 80 | 36-6 | R,GI | Limestone | Barneston limestone | Cy, W | D, S | 25 | ||||
1-8-20bb | NW1/4 NW1/4 sec. 20 | School District | Dr | 73.3 | 6 | GI | Limestone | Barneston limestone | Cy, H | D | Top of casing | 0.1 | 53.29 | 11/7/51 | |
1-8-21dd | SE1/4 SE1/4 sec. 21 | H. H. Voet | Dr | 71.2 | 6 | GI | Sand and gravel | Glacial | Cy, W | S | Base of pump | 0.3 | 36.35 | 11/7/51 | Analysis of water is given in table 3. |
1-8-28dc | SW1/4 SE1/4 sec. 28 | Laura Krotsch | Dr | 65.1 | 4 | S | Sand and gravel | Barneston limestone | Cy, W | N | Top of casing | 0.3 | 34.11 | 11/7/51 | |
1-8-30ba | NE1/4 NW1/4 sec. 30 | C. T. Finch | Du | 59.4 | 30 | R | Limestone | Barneston limestone | N | N | Top of casing | 0 | 46.54 | 11/8/51 | |
T. 1 S., R. 9 E. | |||||||||||||||
1-9-1db | NW1/4 SE1/4 sec. 1 | City of Summerfield | Dr | 83 | 6 | GI | Limestone | T, E | P | 40 | Analysis of water is given in table 3. | ||||
1-9-11dd | SE1/4 SE1/4 sec. 11 | School District | B | 41 | 12 | CT | Sand and gravel | Glacial | Cy, H | D | Top of tile | 0.2 | 6.6 | 10/11/51 | |
1-9-15bb | NW1/4 NW1/4 sec. 15 | Chas. Koepp | Dr | 90.7 | 6 | GI | Sand and gravel | Glacial | Cy, W, H | D, S | Top of casing | 4.5 | 25.2 | 10/16/51 | |
1-9-23cd | SE1/4 SW1/4 sec. 23 | Albert Volle | Dr | 112 | 8 | GI | Sand and gravel | Glacial | Cy, W, H | D, S | 100 | ||||
1-9-30bb | NW1/4 NW1/4 sec. 30 | School District | Dr | 49.7 | 6 | GI | Sand and gravel | Glacial | Cy, H | N | Top of casing | 0.1 | 8.98 | 11/6/51 | |
1-9-30dd | SE1/4 SE1/4 sec. 30 | W. W. Edmond | Du,B | 71.7 | 28-12 | R,CT | Sand and gravel | Glacial | Cy, W | S | Top of platform | 0.6 | 51.87 | 10/16/51 | |
1-9-32aa | NE1/4 NE1/4 sec. 32 | School District | Dr | 62.1 | 8 | GI | Sand and gravel | Glacial | Cy, H | N | Top of platform | 0.2 | 30.65 | 10/16/51 | |
1-9-33dd | SE1/4 SE1/4 sec. 33 | L. C. Koepp | Dr | 80 | 6 | GI | Sand and gravel | Glacial | Cy, W | D, S | 25 | ||||
T. 1 S., R. 10 E. | |||||||||||||||
1-10-8cc | SW1/4 SW1/4 sec. 8 | Clacys Bros. | Dr | 115 | 6 | GI | Sand and gravel | Glacial | Cy, W | S | 20 | ||||
1-10-14ac | SW1/4 NE1/4 sec. 14 | Ed Young | B | 50 | 12 | CT | Sand and gravel | Glacial | Cy, E | D, S | 15 | ||||
1-10-17aa | NE1/4 NE1/4 sec. 17 | School District | B | 53.4 | 12 | CT | Sand and gravel | Glacial | Cy, H | N | Top of platform | 0.3 | 14.68 | 9/28/51 | |
1-10-28ad | SE1/4 NE1/4 sec. 28 | A. Moser | B | 26.4 | 12 | CT | Sand and gravel | Glacial | Cy, H | S | Top of tile | 0.4 | 3.55 | 9/28/51 | |
1-10-29bb | NW1/4 NW1/4 sec. 29 | Florence Totten | Dr | 107 | 6 | GI | Sand and gravel | Glacial | Cy, W | S | Hole in side of casing | 0.3 | 43.6 | 10/11/51 | |
1-10-35cd | SE1/4 SW1/4 sec. 35 | School District | B | 64.7 | 12 | CT | Sand and gravel | Glacial | Cy, H | D | Top of platform | 0.8 | 8.53 | 9/28/51 | Analysis of water is given in table 3. |
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
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Web version March 2004. Original publication date March 1954.
URL=http://www.kgs.ku.edu/General/Geology/Marshall/08_wells.html