Prev Page--Bibliography || Next Page--Well Logs
Table of Well Records
Descriptions of the wells visited in Stanton county are given in the following table (table 5). The wells are listed in order by townships from north to south and by ranges from east to west. Within a township the wells are listed in the order of the sections. All information classed as "reported" was obtained from the owner, tenant, or driller. Depths of wells not classed as "reported" are measured and given to the nearest tenth of a foot below the measuring point described in the table, and depths to water level not classed as "reported" are measured and given to the nearest hundredth of a foot.
Table 5—Records of Drilled Wells in Stanton County, Kansas
Well No. Plate 2 |
Location | Owner | Topographic position |
Dept of well (feet)1 |
Diameter of well (inches) |
Principal water-bearing bed | Method of lift (2) |
Use of wells (3) |
Measuring point | Depth to water level below measuring point (feet)4 |
Date of measurement, 1939 |
Remarks | |||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Character of material |
Geologic subdivision |
Description | Height above (+) or below (-) land surface (feet) |
Height above sea level (feet) |
|||||||||||
T. 16 S., R. 39 W.5 | |||||||||||||||
1 | SW corner SW sec. 32 | (?) | Valley slope | 141.8 | 6 | (?) | Ogallala | C, W | N | Top of casing, east side | +0.8 | 128.79 | Aug. 10 | Domestic and stock well. | |
T. 17 S., R. 39 W. | |||||||||||||||
2 | NW corner NW sec. 2 | Fegan Ranch | Upland flat | 96.0 | 6 | Sand and gravel | Ogallala | C,W | D,S | Top of casing, southwest side | 0 | 87.53 | Aug. 10 | Can be pumped dry. See analysis. | |
3 | NW NW sec. 14 | C. Mols and Son | Bottom of draw | 82.0 | 6 | Sand and gravel | Ogallala | C,W | S | Top of board covering casing | +1.0 | 69.24 | Aug. 31 | ||
4 | SE SE sec. 17 | G. L. Warner | Upland slope | 66.0 | 5.5 | (?) | Ogallala | C,W | N | Top of casing, north side | +1.0 | 55.92 | July 25 | Domestic well. | |
5 | SE SW NE sec. 23 | R. M. Mater | Undulating upland | 69.0 | 6 | (?) | Ogallala | C,H | D | Lower edge of pump base, east side | 0 | 44.15 | Aug. 5 | ||
6 | SE NE sec. 27 | Pete Moll | Undulating upland | 83 | 18 | Sand and gravel | Ogallala | T,G | I | Land surface | 0 | 3,154.3 | 56 | See log. Casing perforated, 51-83 feet. ported to yield 450 gallons a minute with a draw-down of 25 ft. | |
7 | NE corner SE sec. 29 | H. Reynolds | Upland flat | 80.5 | 6 | Sand and gravel | Ogallala | C,W | D,S | Top edge of east pipe clamp | +.5 | 63.29 | Aug. 31 | See log. Water reported to be slightly hard. See analysis. | |
T. 2S., R. 40 W. | |||||||||||||||
8 | NE cor. SE SW sec. 1 | S. J. Oliver | Hillside | 150 | 4 | Sand | Ogallala | C,W | D,S | Land surface | 0 | 110 | See analysis. | ||
9 | SW cor. SE SW sec. 5 | E. J. Guldner | Valley flat | 78 | 6 | Sand and gravel | Ogallala | C,W | D,S | Lower west edge of pump base | +1.5± | 53.49 | Aug. 22 | See log. Main supply 58-69 feet. Water-bearing sand and gravel, 25-32 feet, 35-42 feet, 73-78 feet. | |
10 | SW cor. NW NW sec. 10 | J. Plummer | Valley slope | 60.0 | (?) | (?) | Ogallala | C,W | S | Land surface | 0 | 50± | Sept. 2 | Water dripped on tape from side of casing—only approximate depth to water obtainable. | |
11 | SW corner NW sec. 15 | J. Plummer | Valley slope | 68.5 | 6 | (?) | Ogallala | C,W | S | Top edge of pipe clamp | +.5 | 57.23 | Sept. 2 | ||
12 | NW corner SW sec. 17 | G. R. Carrithers | Upland flat | 72.0 | 5.5 | (?) | Ogallala | C,W | D,S | Top edge of pipe coupling | +1.0 | 56.19 | Aug. 22 | See analysis. | |
13 | NE corner SE sec. 21 | L. Y. Carrithers | Upland flat | 58.0 | 5 | (?) | Ogallala | C,W | N | Top of concrete platform | +1.0 | 3,238.2 | 52.33 | July 25 | Domestic well. |
14 | SW corner SE sec. 24 | J. A. Floyd | Upland flat | (?) | 6 | Sand and gravel | Ogallala | C,W | D | Top of casing, south side | +.2 | 3,231.3 | 81.43 | Aug. 10 | |
15 | SE corner SE sec. 26 | Audrey Schulz | Upland flat | (?) | 6 | Sand | Ogallala | C,W | N | Top edge of pipe clamp, south side | +.5 | 59.86 | Aug. 19 | Domestic well. | |
16 | SE corner SE sec. 29 | M. C. Williamson | Upland slope | 105.0 | 8 | (?) | Ogallala | C,W | N | Top of casing, northwest side | 0 | 65.09 | Aug. 19 | Domestic well. | |
17 | NW corner NW sec. 30 | O. E. Josserand | Upland flat | 93.0 | 6 | (?) | Ogallala | C,W | S | Top of casing, north side | 0 | 87.85 | Aug. 22 | ||
18 | SE cor. SW SW sec. 32 | J. L. Cross | Upland slope | 119.5 | 6 | Sand | Ogallala | C,W | D,S | Top of east pipe clamp, west side | 0 | 114.70 | Sept. 6 | ||
19 | NW corner NE sec. 35 | Clarence Winger | Upland flat | 182 | 18 | Fine sand to coarse gravel | Ogallala | T,G | I | Land surface | 0 | 63 | See log. Lower 120 feet of casing perforated. Reported to yield 800 gallons a minute with a drawdown of 27 feet after 6 hours pumping. Depth to water reported for October, 1939. See analysis. | ||
T. 17 S., R. 41 W. | |||||||||||||||
20 | SW corner SW sec. 3 | J. A. Stone | Upland flat | 117.0 | 6 | Ogallala | C,W | S | Top of casing, east side | 0 | 75.63 | Aug. 22 | Gravel packed. Tan, fine sandstone (probably Ogallala) reported from depth of 110-135 feet. Reported that water from sandstone rose 35 feet. Reported depth 135 feet when drilled in 1906. See Analysis. | ||
21 | SW corner SE sec. 15 | G. Raney | Upland flat | 123.5 | 6 | (?) | Ogallala | C,W | S | Top of casing, north side | 0 | 98.56 | Sept. 6 | See analysis | |
22 | SE corner SE sec. 17 | J. P. McNabb | Upland flat | 122.5 | 6 | (?) | Ogallala | C,W | N | Top of west pipe clamp, east side | +.5 | 118.13 | Aug. 22 | Domestic well. | |
23 | NE corner SE sec. 30 | Nellie Yinger | Upland flat | 158.5 | 6 | (?) | Ogallala | C,W | N | Lower edge of pipe coupling | +2.5± | 143.65 | Aug. 30 | Domestic well. | |
24 | SE cor. SW SW sec. 31 | W. M. Ihloff | Upland flat | 172 | 6 | Sand and gravel | Ogallala | C,W | D,S | Land surface | 0 | 161 | Casing set on hard, yellow clay. Temperature 60 F. See analysis. | ||
25 | SE corner NE sec. 33 | H. Hammond | Upland flat | 145.0 | 6 | (?) | Ogallala | N | N | Top of pipe coupling, east side | +4.5 | 129.06 | Aug. 18 | Stock well | |
T. 17 S., R. 4S W. | |||||||||||||||
26 | NE NE sec. 8 | J. W. Reynolds est. | Upland flat | 138.0 | 6 | (?) | Ogallala | C,W | D,S | Top of casing, east side | 0 | 122.98 | Aug. 25 | See analysis. | |
27 | NW cor. SW SE sec. 10 | M. L. Gillum | Upland flat | 147.5 | 6 | Sand and gravel | Ogallala | C,W | D,S | Top of casing, north side | 0 | 115.60 | Sept. 6 | Casing set on clay. | |
28 | SE corner SE sec. 11 | J. E. Williams | Upland flat | 128.0 | 6 | (?) | Ogallala | C,W | N | Top of casing, west side | 0 | 116.85 | Sept. 6 | Domestic well. | |
29 | SE corner NE sec. 12 | W. Ward | Upland flat | 130.0 | 5.5 | (?) | Ogallala | N | N | Top of casing, northeast side | 0 | 100.33 | July 24 | Abandoned, formerly a domestic well. | |
30 | SE corner NE sec. 21 | Collingwood Ld. Co | Upland flat | 194.3 | 6 | (?) | (?) | C,W | D,S | Top of west pipe clamp, east side | +.3 | 157.75 | Sept. 5 | ||
31 | SE corner SW sec. 33 | C. McCune | Upland flat | 174.3 | 6 | (?) | Ogallala | C,W | N | Top of north pipe clamp, south side | +.3 | 169.09 | Sept. 5 | Domestic well. | |
32 | SW corner SW sec. 36 | W. H. Teas | Upland flat | 203.0 | 6 | (?) | Ogallala | N | N | Top of casing, north side | 0 | 189.92 | Aug. 25 | Abandoned, formerly a domestic well. | |
T. 27 S., R. 43 W. | |||||||||||||||
33 | NE cor. SE SE sec. 5 | J. S. Little | Upland flat | 221.3 | 6 | (?) | Cockrum | C,W | N | Top of pipe coupling, west side | +.3 | 212.85 | Aug. 31 | Domestic well | |
34 | NE cor. SE NE sec. 15 | S. A. Schmidt | Valley slope | 200.0 | 6 | (?) | Cockrum | C,W | D,S | Top of pipe coupling, west side | +1.0 | 183.36 | Aug. 31 | See analysis. | |
35 | NE corner SE sec. 26 | H. S. Weir | Upland flat | 236.5 | 5.5 | (?) | Cockrum | N | N | Top of bucket covering casing | +.5 | 3,542.9 | 179.06 | July 29 | Abandoned. |
36 | NW cor. NE NW sec. 27 | E. C. Berkley | Upland flat | 200.0 | 6 | (?) | Cockrum | C,W | N | Top of casing, east side | 0 | 186.32 | Aug. 31 | Domestic and stock well. | |
37 | NE corner NE sec. 33 | J. B. Cockrum | Upland flat | 130.5 | 6 | Fine sand | Cockrum (?) | C,W | D,S | Top of south pipe clamp, north side | 0 | 125.89 | Sept. 13 | Very small yield reported. Water has reddish color due to high iron content. See analysis. | |
38 | SE NE sec. 34 | H. N. Mendenhall | Valley slope | 118.0 | 6 | Sand | Cockrum (?) | C,W | D,S | Top of casing, west side | +1.0 | 115.7 | Sept. 13 | Very small yield reported. | |
T. 28 S., R. 39 W. | |||||||||||||||
39 | NE corner SE sec. 3 | R. I. Montgomery | Upland flat | 65.8 | 6 | (?) | Ogallala | C,H | P | Top of casing, east side | +.3 | 3,151.9 | 53.74 | Aug. 31 | Supplies rural school. See analysis. |
40 | NW corner NE sec. 5 | C. R. Winger | Upland flat | 59.5 | 6 | Sand | Ogallala | C,W | N | Top of casing, north side | +1.0 | 45.89 | Aug. 10 | Stock well. | |
41 | NW corner NW sec. 5 | C. R. Winger | Upland flat | 160 | 18 | Sand | Ogallala | T,G | I | Land surface | 0 | 52 | See log. Lower 100 feet of casing perforated. Depth to water reported for October, 1939. No data of yield available. | ||
42 | SE corner SW sec. 8 | W. F. Belcher | Upland flat | 79.5 | 6 | (?) | Ogallala | C,W | D,S | Top of north pipe clamp, south side | +1.0 | 64.73 | Aug. 31 | See analysis. | |
43 | NW cor. NE NE sec. 12 | R. P. Pinegar | Undulating upland | 56.5 | 6 | (?) | Ogallala | N | N | Top of casing, north side | 0 | 55.30 | Aug. 31 | Abandoned, formerly a domestic well. | |
44 | SW corner SW sec. 14 | Eyman & Kearney | Upland flat | 52.0 | 5.5 | (?) | Ogallala | N | N | Top of casing, north side | 0 | 3,151.3 | 46.13 | Aug. 5 | Abandoned, formerly a stock well. |
45 | SW corner SW sec. 27 | J. G. Neufeldt | Upland flat | 119.5 | 6 | (?) | Ogallala | C,H | N | Top of west bolt hole in pump base | +.5 | 78.43 | Aug. 7 | Domestic well. | |
46 | NE cor. NW NW sec. 29 | A. Ross | Upland flat | 67.5 | 5.5 | (?) | Ogallala | C,W | N | Top of casing, north side | +1.5 | 63.90 | Aug. 3 | Domestic well. | |
47 | NW NE sec. 35 | Southwestern Col. | Upland flat | 87.8 | 5.5 | (?) | Ogallala | N | N | Top of casing, east side | +.3 | 70.89 | July 25 | Abandoned, formerly a domestic well | |
T. 28 S., R. 40 W. | |||||||||||||||
48 | SE corner NE sec. 13 | J. Snyder | Upland flat | 97.5 | 5.5 | (?) | Ogallala | C,W | N | Top of north bolt hole in pump base | +.5 | 78.32 | July 28 | Domestic well. | |
49 | NW corner SW sec. 15 | C. H. Beckett | Upland flat | 99.0 | 5.5 | (?) | Ogallala | C,H | N | Top of north bolt hole in pump base | 0 | 90.99 | Aug. 10 | Domestic well. | |
50 | SW corner SE sec. 21 | J. A. Ramsey | Upland flat | 128.5 | 6 | (?) | Ogallala | C,W,H | D,S | Top of opening in side of casing | -2.5± | 118.31 | Sept. 6 | ||
51 | SE corner SE sec. 30 | O. L. Stockman | Upland flat | 157.0 | 5.5 | Sand and gravel | Ogallala | C,W | D,S | Lower edge of pump base, northwest side | -1.5 | 145.62 | Aug. 19 | ||
52 | NW corner NE sec. 33 | C. E. Van Meter | Top of hill | 146.5 | 6 | Coarse sand | Ogallala | C,W | D,S | Top of casing, northwest side | 0 | 130.99 | Aug. 16 | Lower 18 feet of casing perforated | |
53 | NW Corner NW sec. 35 | B. Wolfe | Upland flat | 102.0 | 5.5 | Loose sand | Ogallala | C,W | D,S | Land surface | 0 | 81 | See analysis. | ||
54 | NW corner NE sec. 36 | L. R. Smith | Hilltop | 125.5 | 5.5 | (?) | Ogallala | C,W | N | Top of casing, east side | 0 | 102.62 | July 21 | Domestic well | |
T. 28 S., R. 41 W. | |||||||||||||||
55 | NW corner NW sec. 1 | E. H. Tallman | Valley slope | 117.0 | 6 | (?) | Ogallala | C,W | S | Top of south bolt hole in pump base | 0 | 3,304.1 | 80.97 | Aug. 30 | See analysis. |
56 | SE corner SE sec. 3 | H. Witt | Upland flat | 177.5 | 6 | (?) | Ogallala | C,H | N | Top of casing, east side | +.5 | 144.23 | Sept. 6 | Domestic well. | |
57 | NW corner NE sec. 13 | J. Wilson | Upland flat | 164.5 | (?) | (?) | Ogallala | C,W | N | Lower edge of pump base | +.5 | 150.55 | July 24 | Domestic well. | |
58 | NE cor. SE SE sec. 16 | O. E. Josserand | Hilltop | 207.0 | 6 | (?) | Ogallala | C,W | S | Top of casing, northwest side | 0 | 189.25 | Sept. 9 | ||
59 | SW corner SE sec. 17 | H. Bearman | Valley slope | 165.0 | (?) | (?) | Ogallala | C,W | S | Lower edge of pump base | 0 | 152.6 | Aug. 30 | ||
60 | NE corner SW sec. 23 | G. E. Bearman | Upland flat | 195.0 | 6 | (?) | Ogallala | C,W | D,S | Top of board covering well | 0 | 183.28 | Aug. 30 | See analysis | |
61 | SE SE sec. 26 | O. Cockreham | Upland flat | 185.5 | 5.5 | Sand and gravel | Ogallala | C,W | D,S | Top of metal flange around pipe | 0 | 3,350.4 | 182.30 | Aug. 18 | |
62 | SW corner SW sec. 29 | H. Bearman | Upland flat | 156.0 | 6 | (?) | Ogallala | C,W | N | Top of casing, north side | 0 | 140.53 | July 22 | Domestic well | |
63 | SE NE SW sec. 36 | City of Johnson City | Upland flat | 223.0 | 12.10 | Coarse gravel | Ogallala | T,E | P | Top of opening, north side of pump | +2.0± | 165.13 | Aug. 16 | Supplies city of Johnson City. 24-inch gravel-packed well, lower 30 feet of casing perforated. Coarse gravel from 182 to 223 feet. Reported to yield 110 gallons a minute. See analysis. | |
T. 28 S., R. 42 W. | |||||||||||||||
64 | NW corner SW sec. 9 | Schribner | Hilltop | 248.5 | 6 | (?) | Ogallala | C,W | D,S | Top of board platform | 0 | 244.28 | Sept. 7 | Reported small yield, well pumps dry. See analysis. | |
55 | NE cor. SW SW sec. 13 | Ed McKee | Upland flat | 213.0 | 6 | Gravel | Ogallala | C,W | D,S | Top of lower 2- by 4-inch board. | +.8 | 187.23 | Sept. 11 | Moderate yield reported. Temperature 59° F. See analysis. | |
66 | SE cor. SE SE sec. 24 | Laseter & Mendenhall | Valley slope | 115.0 | 5.5 | (?) | Ogallala | C,W | D,S | Top of north pipe clamp, south side | 0 | 94.1 | Aug. 26 | ||
67 | NE cor. NW NW sec. 27 | L. Stanton | Upland flat | 232.0 | 6 | Coarse gravel | Ogallala | C,W | D,S | Land surface | 0 | 207 | Coarse gravel from 205 to 232 feet. Casing set on clay. | ||
68 | SW corner SW sec. 29 | C. D. Wartman | Upland flat | 169.3 | 5.5 | (?) | Cockrum (?) | N | N | Top of upper rivet inside casing | +.3 | 3,544.6 | 137.98 | July 29 | Abandoned, formerly a stock well. |
69 | NE cor. SE SE sec. 32 | Pierson est | Valley slope | 68.0 | 6 | (?) | Ogallala (?) | C,W | N | Lower edge of coupling west side | 0 | 3,489.3 | 60.18 | Sept. 7 | Domestic well. See analysis. |
70 | SW NW sec. 35 | O. Robison | Valley slope | 137.0 | 6 | (?) | Ogallala | C,W | D,S | Land surface | 0 | 3,449.0 | 119 | ||
T. 28 S., R. 43 W. | |||||||||||||||
71 | NW corner NW sec. 12 | Collingwood Ld. Co. | Upland flat | 173.3 | (?) | (?) | (?) | C,W | D,S | Top of north pipe clamp, south side | +.3 | 3,570.6 | 169.94 | Sept. 7 | See analysis. |
72 | NE cor. NW NE sec. 13 | Fed. Farm Mort. Corp. | Upland slope | 223.0 | 6 | (?) | Cockrum | N | N | Top of casing, west side | 0 | 189.16 | Aug. 31 | Abandoned, formerly a domestic well. | |
73 | SE cor. SW SW sec. 15 | C. Williams | Upland flat | 244.0 | 6 | (?) | Cockrum | C,W | D,S | Top of south bolt hole in pump base | 0 | 193.13 | Aug. 31 | ||
74 | SW corner SE sec. 27 | M. Beardsley | Upland slope | 213.0 | 6 | (?) | Cockrum | C,W | D | Lower edge of south pipe clamp | 0 | 207.9 | Aug. 25 | Very small yield reported. Casing set in blue clay. See analysis. | |
T. 28 S., R. 41 W. | |||||||||||||||
75 | SW SW sec. 28 | (?) | Upland slope | 98.0 | 5.5 | (?) | Ogallala | N | N | Top of casing, southwest side | -1.0 | 3,657.5 | 93.93 | Aug. 1 | Abandoned, formerly a domestic and stock well. |
T. 29 S., R. 38 W. | |||||||||||||||
76 | SW NW sec. 30 | (?) | Upland slope | 94.0 | 6 | (?) | Ogallala | C,W | N | Top of pipe coupling, southeast side | +1.0 | 68.39 | Aug. 9 | Domestic well. | |
T. 29 S., R. 39 W. | |||||||||||||||
77 | SE corner SW sec. 2 | H. B. Brown | Upland flat | 74.0 | 5.5 | Sand | Ogallala | C,H | N | Top of casing, west side | 0 | 3,157.8 | 56.97 | Aug. 3 | See log of well 76 |
78 | SE corner SW sec. 2 | H. B. Brown | Upland flat | 330.0 | 60-18 | Sand and gravel | Ogallala | T,G | I | Top of pulley wheel, north side | +4.0± | 3,161.2 | 60.35 | Aug. 7 | See log. 60-inch casing to depth of 80 feet, 18-inch casing 80-330 feet, perforated to depth of 330 feet. Reported to yield 650 gallons a minute with a draw-down of 13 feet. See analysis. |
79 | SE corner SE sec. 4 | G. L. Henry | Upland flat | 84.0 | 6 | (?) | Ogallala | C,W | D,S | Land surface | 0 | 3,191.9 | 80 | ||
80 | SW cor. SE SW sec. 5 | G. L. Henry | Upland flat | 94.0 | 5.5 | (?) | Ogallala | C,W | D,S | Lower edge of pipe coupling | +2.0 | 3,213.4 | 77.79 | Aug. 7 | See analysis |
81 | SW cor. NW SW sec. 6 | V. A. Sherer | Upland flat | 105.5 | 6 | (?) | Ogallala | C,W | S | Top of northwest hole in pump base | 0 | 93.65 | Aug. 23 | ||
82 | SE corner SE sec. 9 | R. P. Dotzour | Upland flat | 88.5 | 5.5 | (?) | Ogallala | C,W | S | Top of tin plate covering casing | 0 | 3,198.5 | 81.16 | Aug. 23 | |
83 | SE corner SE sec. 18 | J. C. Hainer | Upland flat | 101.5 | (?) | (?) | Ogallala | C,W,H | N | Top of flange over casing | +.5 | 3,231.1 | 93.79 | Aug. 7 | Domestic well. |
84 | NW corner SW sec. 23 | J. C. Jones | Upland slope | 65.0 | (?) | (?) | Ogallala | C,W | N | Top of pipe coupling, west side | +3.5± | 3,168.4 | 60.44 | July 21 | Domestic well. |
85 | NW corner NW sec. 30 | W. C. Jones | Upland flat | 94.5 | 5.5 | (?) | Ogallala | C,W | D,S | Top of south pipe clamp, north side | +.5 | 3,228.1 | 87.21 | Aug. 18 | Water rose .06 foot in 7 minutes after pumping stopped. No additional rise was noted. See analysis. |
T. 29 S., R. 40 W. | |||||||||||||||
86 | SW corner SE sec. 6 | Leonard Norlin | Upland flat | 189.0 | 6 | Coarse gravel | Ogallala | C,W | D | Top of pipe coupling, north side | +.5 | 149.15 | Aug. 23 | Coarse gravel, 180-190 feet. Moderate yield reported. | |
87 | SW corner SE sec. 19 | J. Carter | Upland flat | 158.0 | (?) | (?) | Ogallala | C,W | N | Top of casing, west side | 0 | 3,311.4 | 153.1 | Aug. 23 | Domestic well. |
88 | NW corner NW sec. 22 | Delcie Ihinger | Upland flat | 133.5 | 5.5 | (?) | Ogallala | C,W | N | Top of west bolt hole in pump base | +2.0 | 124.88 | Aug. 18 | Domestic well. | |
89 | SE cor, SW NE sec. 26 | Art Nickerson | Upland flat | 112.5 | 6 | Sand and gravel | Ogallala | C,W | D,S | Top of casing, northwest side | 0 | 105.63 | Sept. 12 | Moderate yield reported | |
90 | SW corner SW sec. 33 | F. Staker | Upland flat | 193.5 | 6 | (?) | Ogallala | C,W | N | Top of casing, southeast side | +.5 | 3,308.1 | 154.05 | Aug. 9 | Domestic well |
T. 29 S., R. 41 W. | |||||||||||||||
91 | SW corner SW sec. 9 | Santa Fe | Upland flat | 238.5 | 5.5 | (?) | Ogallala | C,W | N | Top of casing, north side | +.5 | 3,418.4 | 211.42 | Aug. 23 | Domestic well |
92 | SE corner SE sec. 11 | Glen Arnold | Upland flat | 201 | 6 | Gravel | Ogallala | C,W | D,S | Top of casing, south side | 0 | 3,356.4 | 184.25 | Aug. 24 | Lower 15 feet of casing perforated. See analysis. |
93 | Cent. NE sec. 11 | J. Plummer | Upland flat | 235.0 | 8 | Coarse gravel | Ogallala | N | N | Top of casing, south side | +1.0 | 3,349.7 | 176.45 | Aug. 24 | See log. Supplied water for drilling test well for gas. |
94 | SE corner SE sec. 20 | C. F. Hobbs | Gentle slope | 187.5 | 6 | (?) | Ogallala | C,W | N | Lower edge of east pipe clamp | 0 | 3,383.7 | 173.80 | Aug. 28 | Domestic well |
95 | SW cor. NW NW sec. 25 | Santa Fe | Terrace | 172.5 | 6 | (?) | Ogallala | C,W | D | Top of casing, north side | +.5 | 3,323.9 | 153.03 | Aug. 24 | |
96 | NE corner SE sec. 35 | H. L. Collers | Upland flat | 209.2 | 5.5 | Gravel | Ogallala | C,W | D | Top of west bolt hole in pump base | +.2 | 3,375.6 | 202.07 | Aug. 24 | Moderate supply reported. See analysis. |
T. 29 S., R. 42 W. | |||||||||||||||
97 | NW cor. SW NW sec. 2 | C. D. Wartman | Hillside | 85.0 | 6 | Coarse gravel | Ogallala | C,W | D,S | Land surface | 0 | 3,445.3 | 78 | Moderate supply reported. | |
98 | Center sec. 4 | C. D. Wartman | Valley slope | 37.0 | 6 | Gravel | Ogallala | C,W | D,S | Land surface | 0 | 3,459.3 | 28 | Moderate supply reported. | |
99 | NE SE sec 10 | C. A. Plank | Hilltop | 182.0 | 6 | (?) | Ogallala | C,W | N | Top of casing, north side | 0 | 3,513.2 | 152.28 | Aug. 23 | Domestic well |
100 | NW SW sec. 14 | City of Manter | Upland flat | 278.0 | 12 | Sandstone (?) | Cockrum | T,E | P | Land surface | 0 | 3,488.4 | 240 | See log. Supplies city of Manter. "Soft sand rock," 215-255 feet. Reported to yield 100 gallons a minute. | |
101 | SW SW sec. 14 | Santa Fe R. R. | Upland flat | 475.0 | 12.5-8 | "Pack sand" | Ogallala-Triassic (?) | C,E | R | Land surface | 0 | 3,492.6 | 211 | See log. | |
102 | NE corner SE sec. 18 | C. H Bilbery | Hillside | 141.5 | 6 | (?) | Cockrum | N | N | Top of casing, south side | +1.5 | 3,555.2 | 98.75 | Aug. 25 | Abandoned. |
103 | SE corner SE sec. 27 | E. T. Flowers | Hilltop | 256.0 | 6 | (?) | Cockrum | C,W | N | Land surface | 0 | 3,504.2 | 250 | Aug. 9 | Domestic and stock well. |
104 | SW SW sec. 27 | E. T. Flowers | Upland flat | 253.0 | (?) | (?) | Cockrum | C,W | D | Lower edge of pump base | +1.0 | 3,512.5 | 242.5 | Sept. 9 | |
105 | NE corner SE sec. 30 | A. W. Johnson | Upland flat | 234.5 | 6 | (?) | Cockrum | C,W | N | Top of pipe clamp, north side | 0 | 3,553.3 | 230.20 | Domestic well. | |
106 | SE cor. NW SW sec. 34 | W. J. Pizel | Hillside | 215.0 | 6 | Sandstone | Cockrum | C,W | D,S | Land surface | 0 | 3,492.6 | 203 | Casing set in shale. See analysis. | |
T. 29 S., R. 43 W. | |||||||||||||||
107 | NW corner SE sec. 9 | Cora Lococo | Terrace | 21.0 | 36 | (?) | Cockrum | C,W | N | Top of west pipe clamp | 0 | 3,588.5 | 19.76 | Aug. 26 | Dug domestic well, about 100 feet from creek bed. |
108 | NE cor. SE NE sec. 10 | Fay Green | Upland slope | 100.0 | 6 | Sandstone | Cockrum | C,W | N | Top of casing, south side | +1.0 | 3,597.4 | 84.24 | Aug. 25 | Domestic and stock well. |
109 | SW corner NE sec. 14 | Fed. Land Bank | Valley flat | 20.0 | 6 | (?) | Alluvium (?) | N | N | Top of casing, north side | +1.5 | 3,515.9 | 12.90 | Aug. 26 | One of six windmills formerly used to irrigate small plot of land. |
110 | NW cor. SW SW sec. 41 | Johnson St. Bank | Valley flat | 108.01 | 5.5 | Sandstone | Cheyenne | C,W | D,S | Top of east pipe clamp | +.2 | 3,533.5 | 28.45 | Aug. 25 | See analyses. |
111 | NE corner NW sec. 15 | Renfrew Inv. Co. | Valley slope | 74.0 | (?) | Sandstone | Cockrum | C,W | N | Top of tin plate over casing | +1.0 | 3,577.5 | 61.89 | Aug. 26 | Domestic and stock well. |
112 | SE cor. SW SW sec. 15 | Stanton county | Valley slope | 200 | 6 | Sandstone | Cheyenne | N | N | Top of casing, south side | +1.0 | 3,572.7 | 41.30 | Aug. 2 | 5 Cased to depth of 30 feet. Measured depth, 63 feet. Was to be used during building of Stanton Co. dam. |
113 | NW corner SE sec. 21 | J. B. Cockrum | Valley slope | 18.0 | (?) | Sand and gravel | Alluvium | N | N | Top of pipe clamp, east side | +2.0± | 3,558.5 | 14.40 | Aug. 29 | Water was pumped from this and other wells in valley to upland for irrigation. |
114 | SE cor. SW SW sec. 33 | J. A. Stewart | Upland flat | 160 | 6 | Sandstone | Cheyenne | C,W | D,S | Land surface | 0 | 145 | See analysis. | ||
T. 30 S., R. 39 W. | |||||||||||||||
115 | SE corner SW sec. 4 | F. Shore | Upland flat | 92.0 | 5.5 | (?) | Ogallala | N | N | Top of casing, west side | +1.0 | 3,203.5 | S1.2S | Aug. 4 | Abandoned, formerly a stock well. |
116 | NW corner NE sec. 6 | A. R. Swindler | Upland flat | 110.0 | 5.5 | (?) | Ogallala | C,W | N | Top of casing, northeast side | +1.0 | 3,229.5 | 96.52 | Aug. 2 | Domestic well. |
117 | NE corner NW sec. 14 | Z. B. Nicholas | Upland flat | 78.0 | 6 | (?) | Ogallala | C,W | N | Top of pipe clamp | 0 | 3,171.6 | 63.91 | July 20 | Domestic well. |
118 | NE corner NE sec. 18 | O. Shore | Upland flat | 104.0 | 6 | (?) | Ogallala | N | N | Top of pipe coupling | +1.0 | 3,220.4 | 92.54 | Aug. 4 | Abandoned, formerly a domestic well. |
119 | SW corner NW sec. 20 | M. Collingwood | Upland flat | 114.0 | 6 | (?) | Ogallala | C,W | D,S | Top of casing, west side | 0 | 3,207.8 | 78.12 | Aug. 18 | See analysis. |
120 | NW corner SW sec. 22 | L. C. Aller | Upland flat | 93.0 | 6 | (?) | Ogallala | C,W | D | Top of board covering casing | 0 | 3,184.5 | 72.92 | Aug. 4 | |
121 | SW corner NW sec. 24 | J. Shore | Upland flat | 92.5 | 6 | (?) | Ogallala | C,W | N | Top of 4- by 4-inch wooden clamp | +.5 | 3,156.9 | 57.07 | Aug. 4 | Stock well. |
122 | SW corner SW sec. 25 | C. R. Lucas | Upland flat | 81.4 | 6 | (?) | Ogallala | C,W | D | Top of west pipe clamp, east side | +.4 | 3,170.6 | 72.48 | Aug. 4 | See analysis. |
123 | NE cor. SE SE sec. 32 | I. McAnatney | Upland flat | 111.0 | 6 | (?) | Ogallala | C,W | N | Top of casing, east side | 0 | 3,227.1 | 101.08 | Aug. 2 | Domestic well. |
T. 30 S., R. 40 W. | |||||||||||||||
124 | SE corner SE sec. 3 | F. H.Staker | Upland slope | 147.0 | (?) | (?) | Ogallala | C,W | N | Top of lower pipe coupling | +1.0 | 3,283.9 | 138.83 | July 28 | Domestic well. |
125 | SE corner SE sec. 14 | J. Herrick | Upland flat | 115.0 | 6 | (?) | Ogallala | N | N | Top of casing, north side | 0 | 3,244.3 | 106.23 | Aug. 24 | Abandoned, formerly a domestic well. |
126 | SW cor. NW NW sec. 17 | P. H. Moore | Upland flat | 166.5 | 5.5 | (?) | Ogallala | C,W | N | Top of west bolt hole in pump base | +.5 | 3,314.8 | 152.84 | Aug. 24 | Domestic well. |
127 | NE cor. NW NE sec. 36 | C. H. Reese | Upland flat | 125.5 | 5.5 | (?) | Ogallala | C,W | N | Top of casing, west side | +.5 | 3,244.6 | 108.91 | Aug. 4 | Domestic well. |
T. 30 S., R. 41 W. | |||||||||||||||
128 | SW corner SE sec. 8 | A. J. Doughty | Upland flat | 196.0 | 5.5 | (?) | Cockrum (?) | C,W | N | Top of casing, north side | +1.0 | 3,406.8 | 182.47 | July 28 | Domestic well. |
129 | SE cor. NE SE sec. 11 | W. H. Smoot | Upland flat | 217 | 6 | Sand and gravel | Ogallala | C,W | D,S | Land surface | 0 | 3,364.4 | 170 | ||
130 | SW corner NW sec. 18 | S. Eliz. Davis | Upland flat | 200 | 6 | Fine sand | Cockrum | N | N | Top of casing, southeast side | 0 | 3,452.0 | 170 | Domestic well. | |
131 | SE corner NE sec. 21 | E. Hilty | Upland slope | 206.5 | 6 | (?) | Cockrum | C,W | N | Top of north bolt hole in pump base | 0 | 3,409.4 | 200.32 | Sept. 7 | Domestic and stock well. |
132 | SW corner NW sec. 23 | J. N. Beauchamp | Upland flat | 188.0 | 6 | (?) | Cockrum | C,W | N | Top of pipe coupling, east side | +1.0 | 3,372.0 | 171.85 | Aug. 3 | Domestic and stock well. |
133 | NW cor. SW NW sec. 30 | H. D. Reed | Upland flat | 207.0 | 6 | (?) | Cockrum | C,W | N | Top of north pipe clamp, south side | 0 | 3,446.8 | 188.10 | Sept. 7 | Domestic and stock well. |
134 | NW corner SE sec. 33 | L. Tucker | Upland flat | 189.0 | 6 | (?) | Cockrum | C,W | D,S | Top of north bolt hole in pump base | 0 | 3,405.8 | 181.35 | Aug. 30 | See analysis. |
135 | NE SE sec. 35 | J. A. Hendrickson | Upland flat | 196 | 6 | Sandstone | Cockrum | C,W | D,S | Land surface | 0 | 3,378.4 | 194 | ||
T. 30 S., R. 42 W. | |||||||||||||||
136 | SE cor. SW SW sec. 4 | I. Shepard | Upland flat | 177.7 | 6 | (?) | Cheyenne | C,W | D,S | Lower edge of pipe coupling | +.2 | 3,511.4 | 165.47 | Sept. 7 | See analysis. |
137 | SE corner SE sec. 9 | Sarah Rorick | Upland flat | 194.5 | 6 | Sandstone | Cheyenne | C,W | N | Top of pipe coupling, north side | +.5 | 3,515.0 | 181.50 | Aug. 28 | Brown sandstone reported, 160-194 feet. |
138 | NW corner SE sec. 11 | G. J. Wartman | Upland flat | 207.0 | 6 | (?) | Cheyenne | C,W | D | Top of north pipe clamp, south side | 0 | 3,481.1 | 193.30 | Sept. 7 | See analysis. |
139 | SE cor. NE NE sec. 29 | C. D. Weaver | Upland flat | 176.0 | 6 | (?) | Cockrum | C,W,H | D | Lower edge of pump base | 0 | 3,542.4 | 154.89 | Sept. 11 | See analysis. |
140 | NW SW SE sec. 33 | T. F. Shumate | Upland flat | 150.0 | 6 | "Sand rock" | Cockrum | C,W | D,S | Top of north pipe clamp north side | +.5 | 3,532.9 | 118.44 | Aug. 30 | See analysis. |
T. 30 S., R. 43 W. | |||||||||||||||
141 | SE SW sec. 2 | C. F. Wendf | Upland slope | 162.5 | 6 | (?) | Cheyenne | C,W | N | Top of west bolt hole in pump base | +.5 | 3,644.2 | 153.05 | July 19 | Domestic and stock well. |
142 | NW corner SE sec. 13 | Baker Bros. | Valley side | 84.5 | 5.5 | (?) | Cockrum | C,W | N | Top of south pipe clamp, north side | 0 | 3,542.1 | 66.80 | Aug. 28 | Domestic well. |
143 | NE corner SE sec. 20 | C. F. Royce | Upland flat | 72.5 | 6 | (?) | Cockrum | C,W | N | Top of tin plate covering casing | +.5 | 3,668.4 | 64.92 | Aug. 29 | Domestic well. |
144 | NE corner NE sec. 22 | E. Stires | Upland flat | 63.5 | 6 | (?) | Cockrum | C,W | S | Top of casing, southeast side | +1.5 | 3,596.0 | 52.58 | Aug. 29 | |
145 | SW cor. SE SE sec. 24 | W. L. Sharp & Co. | Valley side | (?) | 6 | (?) | (?) | N | N | Top of casing, south side | +1.0 | 3,580.2 | 77.88 | Sept. 11 | Domestic well. |
146 | SW corner SE sec. 27 | C. M. Harrison | Upland flat | 55.5 | 5.5 | (?) | Cockrum | C,W | N | Top of pipe coupling, east side | +.5 | 3,615.2 | 46.73 | July 21 | Domestic well. |
T. 30 S., R. 41 W.6 | |||||||||||||||
147 | NW corner NE sec. 9 | (?) | Upland flat | 164.0 | 6 | (?) | Cheyenne | C,W | N | Top of casing, north side | +2.0± | 3,681.2 | 143.19 | Aug. 29 | Domestic well. |
1. Reported depths below the land surface are given in feet; measured depths, in feet and tenths below measuring points. 2. C, cylinder pump; E, electric motor; G, gasoline engine; H, hand operated; N, none; T, turbine pump; W, windmill. 3. D, domestic; I, irrigation; N, not being used; P, public supply; R, railroad; S, stock. 4. Measured depths to water level are given in feet, tenths, and hundredths; reported depths to water level, in feet. 5. Hamilton county, Kansas. 6. Baca county, Colorado. 7. Grant county, Kansas. |
Prev Page--Bibliography || Next Page--Well Logs
Kansas Geological Survey, Geology
Placed on web Oct. 5, 2018; originally published November 1941.
Comments to webadmin@kgs.ku.edu
The URL for this page is http://www.kgs.ku.edu/Publications/Bulletins/37/08_wells.html