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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. 2 S., R. 6 E. | |||||||||||||||
2-6-3bc | SW1/4 NW1/4 sec. 3 | Lewis Meinecke | Dr | 60 | 6 | GI | Limestone | Doyle shale and Barneston limestone | Cy, W | S | Top of casing | 1 | 25.2 | 8/20/51 | Analysis of water is given in table 3. |
2-6-5bb | NW1/4 NW1/4 sec. 5 | Marie Drinkgern | Dr | 57.7 | 6 | GI | Limestone | Winfield limestone | Cy, W | S | Top of platform | 0.1 | 31.85 | 10/19/51 | |
T. 2 S., R. 6 E. | |||||||||||||||
2-6-6aa | NE1/4 NE1/4 sec. 6 | Henry Drinkgern | Dr | 60 | 6 | GI | Limestone | Winfield limestone | Cy, W | S | 40 | ||||
2-6-8cd | SE1/4 SW1/4 sec. 8 | Edwin Duensing | DD | 50 | 36-6 | R,GI | Limestone | Winfield limestone | Cy, W | S | Top of platform | 0.8 | 11.65 | 10/19/51 | |
2-6-18aa | NE1/4 NE1/4 sec. 18 | M. Pralle | Dr | 68.6 | 6 | GI | Limestone | Winfield limestone | Cy, W | S | Top of casing | 0.2 | 38.11 | 10/19/51 | |
2-6-20bc | SW1/4 NW1/4 sec. 20 | Rudolf Stohs | Dr | 100 | 6 | GI | Limestone | Winfield limestone | Cy, E | S | 80 | ||||
2-6-21aa | NE1/4 NE1/4 sec. 21 | R. H. Baker | DD | 50.2 | 36-6 | R,GI | Limestone | Winfield limestone | Cy, W | S | Top of platform | 0.4 | 14.71 | 10/23/51 | |
2-6-22cd | SE1/4 SW1/4 sec. 22 | J. Zimmerman | Dr | 103.4 | 6 | GI | Limestone | Winfield limestone | Cy, W, H | N | Top of casing | 0.8 | 35.76 | 10/23/51 | |
2-6-35aa | NE1/4 NE1/4 sec. 35 | Joseph Bitterly | Dr | 52 | 6 | GI | Limestone | Barneston limestone | J,E | D | 44 | Analysis of water is given in table 3. | |||
2-6-36bd | SE1/4 NW1/4 sec. 36 | E. Kohors | Dr | 60 | 6 | GI | Limestone | Barneston limestone | Cy, W | D, S | 45 | Reported yield 20 G. P. M. | |||
T. 2 S., R. 6 E. | |||||||||||||||
2-6-36ca | NE1/4 SW1/4 sec. 36 | Paul Holle | Dr | 62 | 6 | GI | Limestone | Barneston limestone | J, E | D | 47 | Reported yield 20 G. P. M. | |||
T. 2 S., R. 7 E. | |||||||||||||||
2-7-2cc | SW1/4 SW1/4 sec. 2 | Margeret Lillig | Du | 37.4 | 36 | R | Limestone | Barneston limestone | Cy, W | S | Top of platform | 1.8 | 33.42 | 11/9/51 | |
2-7-2da | NE1/4 SE1/4 sec. 2 | School District | Dr | 66.2 | 6 | GI | Sand and gravel | Glacial | N | N | Top of casing | 0.1 | 52.04 | 11/8/51 | |
2-7-3ab | NW1/4 NE1/4 sec. 3 | Nina Kirkwood | Dr | 79.1 | 5 | GI | Sand and gravel | Terrace | Cy, H | N | Top of casing | 0.4 | 18.06 | 12/6/51 | |
2-7-3bc | SW1/4 NW1/4 sec. 3 | O. W. Dam | Du | 24.2 | 36 | R | Sand and gravel | Terrace | Cy, W | S | Top of platform | 0.4 | 14.93 | 10/24/51 | |
2-7-5ba | NE1/4 NW1/4 sec. 5 | School District | Du | 42.3 | 24 | OB | Limestone | Barneston limestone | Cy, H | D | Base of pump | 0.1 | 36.02 | 10/24/51 | |
2-7-13cc | SW1/4 SW1/4 sec. 13 | E. Claeys | Dr | 178 | 6 | GI | Limestone | Barneston limestone | Cy, E | D, S | 68 | Driller reported clay and sand to depth of 92 feet. | |||
2-7-14bb | NW1/4 NW1/4 sec. 14 | S Schmidt | Du | 51.8 | 38 | R | Sand and gravel | Glacial | Cy, H | S | Top of platform | 0.9 | 47.45 | 11/9/51 | |
2-7-17cc | SW1/4 SW1/4 sec. 17 | C. H. Thiele | Dr | 65.4 | 6 | GI | Limestone | Barneston limestone | N | N | Top of casing | 0.8 | 45.61 | 10/24/51 | To be used as domestic supply when pump is installed. |
2-7-18dd | SE1/4 SE1/4 sec. 18 | Claton Otto | Dr | 62 | 6 | GI | Limestone | Barneston limestone | Cy, E | D, S | 47 | ||||
2-7-23dd | SE1/4 SE1/4 sec. 23 | Jennie Scott | DD | 130 | 36-6 | R,S | Gravel | Glacial | Cy, W | D, S | Top of platform | 0.3 | 81.98 | 11/8/51 | |
2-7-28bc | SW1/4 NW1/4 sec. 28 | Union Pacific Railroad Co. | Du | 37 | 144 | C | Sand and gravel | Alluvium | T, E | S | 20 | Reported to yield 165 GPM with less than 1 ft. drawdown. | |||
2-7-29db | NW1/4 SE1/4 sec. 29 | Vernon Dammon | Dr | 65 | 6 | GI | Limestone | Barneston limestone | J, E | D, S | 50 | ||||
2-7-32bb | NW1/4 NW1/4 sec. 32 | Archie Breeding | Dr | 73.4 | 6 | GI | Limestone | Barneston limestone | N | N | Top of casing | 2.2 | 44.12 | 10/24/51 | |
2-7-33ac | SW1/4 NE1/4 sec. 33 | Charles Butler | Dr | 24.5 | 8 | GI | Sand and gravel | Alluvium | Cy, H | D | Top of casing | 2.1 | 13.95 | 12/6/51 | |
2-7-33ba | NE1/4 NW1/4 sec. 33 | Pacific Coffee shop | Dr | 41 | 8 | S | Sand and gravel | Terrace | T, E | AC | 21 | Yields more than 55 G. P. M. | |||
2-7-33bb | NW1/4 NW1/4 sec. 33 | Howell Lumber Co. | Dr | 27 | 6 | GI | Sand and gravel | Terrace | T, E | AC | 18 | ||||
2-7-33db | NW1/4 SE1/4 sec. 33 | Ted Grover | Dr | 24 | 6 | GI | Sand and gravel | Alluvium | Cy, H | S | 12 | Analysis of water is givem in table 3. | |||
2-7-35aa | NE1/4 NE1/4 sec. 35 | Fred Unger | Dr | 114 | 6 | S | Limestone | Barneston limestone | J, E | D, S | 100 | Analysis of water is givem in table 3. | |||
2-7-35ab | NW1/4 NE1/4 sec. 35 | Marysville Drive-In Theatre | Dr | 155 | 6 | S | Limestone | Barneston limestone | J, E | D | 88 | ||||
T. 2 S., R. 8 E. | |||||||||||||||
2-8-2aa | NE1/4 NE1/4 sec. 2 | V. Grisp | Dr | 84.3 | 6 | GI | Cy, H | D | Top of casing | 0.6 | 33.19 | 11/6/51 | |||
2-8-2dc | SW1/4 SE1/4 sec. 2 | G. W. Lewis | Du | 32.9 | 36 | R | Sand | Glacial | Cy, H | N | Top of platform | 0.4 | 9.18 | 11/6/51 | |
2-8-4ad | SE1/4 NE1/4 sec. 4 | C. Pape | Du | 38.4 | 30 | R | Sand | Glacial | Cy, H | N | Top of platform | 0.2 | 17.97 | 11/7/51 | |
2-8-6cc | SW1/4 SW1/4 sec. 6 | Lois Williams | Dr | 28.3 | 6 | GI | Sand | Alluvium | Cy, H | S | Top of casing | 0.3 | 18.92 | 11/8/51 | |
2-8-15cc | SW1/4 SW1/4 sec. 15 | E. C. Koepp | Dr | 26.2 | 6 | GI | Sand | Alluvium | Cy, H | N | Top of casing | 0.3 | 7.88 | 11/7/51 | |
2-8-21dd | SE1/4 SE1/4 sec. 21 | School District | Dr | 57.4 | 6 | GI | Limestone | Barneston limestone | Cy, H | D | Top of casing | 0.1 | 17.24 | 11/7/51 | |
2-8-26aa | NE1/4 NE1/4 sec. 26 | Charlette Harry | Dr | 55 | 6 | GI | Limestone | Schroyer limestone | Cy, W | N | Top of casing | 0.4 | 20.91 | 10/16/51 | |
2-8-27cc | SW1/4 SW1/4 sec. 27 | Kromme | Dr | 40 | 6 | GI | Limestone | Barneston limestone | J, E | D | 38 | ||||
2-8-31cd | SE1/4 SW1/4 sec. 31 | School District | Dr | 43.4 | 6 | GI | Gravel | Glacial | Cy, H | D | Top of casing | 0.3 | 16.2 | 11/8/51 | |
2-8-33aa1 | NE1/4 NE1/4 sec. 33 | Henry Prigle Garage | Dr | 96 | 6 | GI | Limestone | Barneston limestone | J, E | D | 81 | ||||
2-8-33aa2 | NE1/4 NE1/4 sec. 33 | Henry Prigle | Dr | 80 | 6 | GI | Limestone | Barneston limestone | J, E | D | 65 | ||||
2-8-33ad | SE1/4 NE1/4 sec. 33 | School District | Dr | 46 | 6 | GI | Limestone | Barneston limestone | Cy, H | D | 40 | ||||
2-8-35dc | SW1/4 SE1/4 sec. 35 | School District | Dr | 77.6 | 6 | GI | Limestone | Wreford limestone | Cy, H | D | Top of casing | 0.2 | 39.64 | 11/6/51 | Analysis of water is givem in table 3. |
2-8-36da | NE1/4 SE1/4 sec. 36 | Elmer Brown | Du | 80 | 36 | R | Limestone | Bader limestone | Cy, W , H | D, S | 70 | ||||
T. 2 S., R. 9 E. | |||||||||||||||
2-9-1bb | NW1/4 NW1/4 sec. 1 | J. N. Hillyer | Dr | 106.5 | 6 | GI | Sand and gravel | Glacial | Cy, H | N | Top of casing | 0.2 | 13.57 | 10/11/51 | |
2-9-6da | NE1/4 SE1/4 sec. 6 | J. I. Lewellin | Dr | 71.1 | 8 | GI | Sand and gravel | Glacial | Cy, H | N | Top of casing | 0.2 | 22.83 | 10/16/51 | |
2-9-12dd | SE1/4 SE1/4 sec. 12 | R. S. Weaver | Dr | 187 | 3.5 | S | Sand and gravel | Glacial | Cy, W | S | 75 | 10/11/51 | Well is reported to go 85 feet into rock. | ||
2-9-14bb | NW1/4 NW1/4 sec. 14 | School District | Dr | 68.4 | 6 | GI | Sand and gravel | Glacial | N | N | Top of casing | 0.3 | 3.8 | 10/11/51 | |
2-9-21ab | NW1/4 NE1/4 sec. 21 | City of Beattie | Dr | 80 | 6 | S | Sand and gravel | Glacial | Cy, E | P | 30 | ||||
2-9-21ac | SW1/4 NE1/4 sec. 21 | City of Beattie | DD | 106 | 48-8 | C,S | Sand and gravel | Glacial | Cy, E | P | 76 | ||||
2-9-24cb | NW1/4 SW1/4 sec. 24 | J. W. Blair | Dr | 140 | 6 | S | Sand and gravel | Glacial | Cy, W | S | 54 | ||||
2-9-25aa | NE1/4 NE1/4 sec. 25 | Howard Anderson | Dr | 146 | 6 | S | Sand and gravel | Glacial | Cy, E | S | 25 | ||||
2-9-25bc | SW1/4 NW1/4 sec. 25 | F. C. Totten | Du | 68.3 | 48 | R | Sand and gravel | Glacial | Cy, H | D, S | Top of platform | 0.2 | 51.13 | 10/11/51 | |
2-9-25dd | SE1/4 SE1/4 sec. 25 | Ralph Anderson | Dr | 158 | 3.5 | S | Sand and gravel | Glacial | Cy, W | S | 30 | ||||
2-9-32dd | SE1/4 SE1/4 sec. 32 | P. J. Gurtler | Dr | 108.5 | 6 | GI | Limestone | Beattie limestone | Cy, W | S | Top of casing | 0.95 | 35.29 | 10/13/51 | Analysis of water is given in table 3. |
T. 2 S., R. 10 E. | |||||||||||||||
2-10-5bb | NW1/4 NW1/4 sec. 5 | Emma Rohmeyer | B | 94.9 | 12 | CT | Sand and gravel | Glacial | Cy, W | S | Top of casing | 0.9 | 4.55 | 10/11/51 | |
2-10-6aa | NE1/4 NE1/4 sec. 6 | B. H. Finlayson | Dr | 62.9 | 6 | GI | Sand and gravel | Glacial | Cy, W | S | Top of casing | 1 | 5.8 | 10/11/51 | |
2-10-7ad | SE1/4 NE1/4 sec. 7 | F. Bernasek | Du | 36.4 | 36 | R | Sand and gravel | Glacial | Cy, H | N | Top of platform | 1 | 8.75 | 10/11/51 | |
2-10-16dc | SW1/4 SE1/4 sec. 16 | Claud Kincaid | Dr | 120 | 6 | GI | Sand and gravel | Glacial | Cy, E | S | 50 | ||||
2-10-19aa | NE1/4 NE1/4 sec. 19 | Ed Bergman | Dr | 147 | 3.5 | S | Sand and gravel | Glacial | Cy, W | S | 75 | Well is reported to go 6 feet into rock. | |||
2-10-24bc1 | SW1/4 NW1/4 sec. 24 | City of Axtell | Dr | 59 | 24 | C | Gravel | Glacial | T, E | P | 43 | Analysis of water is given in table 3. | |||
2-10-24bc2 | SW1/4 NW1/4 sec. 24 | City of Axtell | Dr | 57 | 24 | C | Gravel | Glacial | T, E | P | 43 | Analysis of water is given in table 3. | |||
2-10-30da | NE1/4 SE1/4 sec. 30 | Harold Bergman | Dr | 187 | 3.5 | S | Sand and gravel | Glacial | Cy, E | S | 106 | ||||
2-10-35ad | SE1/4 NE1/4 sec. 35 | School District | B | 54.3 | 12 | CT | Sand and gravel | Glacial | N | N | Top of platform | 0.5 | 51 | 9/27/51 |
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