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Records of Typical Wells and Springs
Descriptions of the wells and springs visited in Kiowa County are given in Tables 8 and 9, respectively. The wells and springs are listed in order by townships from north to south and by ranges from east to west. Within a township they 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 tables, and depths to water level not classed as "reported"' are measured and given to the nearest hundredth of a foot.
Table 8--Records of wells in Kiowa County, Kansas.
No. on Pl. 2 | Location | Owner or tenant | Type of well (2) | Depth of well (feet) (3) | Diameter of well (in.) | Type of casing (4) | Principal water-bearing bed | Method of lift (5) | Use of water (6) | Measuring point | Depth to water level below measuring point (feet) (7) | Date of measurement | Remarks (Yield of wells given in gallons a minute; drawdown in feet) | |||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Character of material | Geologic subdivision | Description | Distance above (+) or below (-) land surface (feet) | Height above sea level (feet) | ||||||||||||
T. 26 S., R. 18 W. (8) | ||||||||||||||||
1 | SW SW sec. 35 | V. Cooper | Dr | 79 | 19 | GI | Coarse gravel | Meade | T,G | I | Lower edge of pump base, northeast side | 0.0 | 2,175.7 | 37.96 | 7-9-1941 | Gravel-packed well; reported yield 700-800, drawdown 9. |
T. 27 S., R. 16 W. | ||||||||||||||||
2 | SE NE sec. 3 | J. M. Welch | Dr | 47.6 | 2 | GP | Sand and gravel | Meade | Cy,W | N | Top edge of pump jacket | +3.5 | 2,092.2 | 42.77 | 7-22-1941 | Unused domestic and stock tubular well. |
(3) | SE NE sec. 6 | John MacKay | Dn | 38 | 2 | GP | Gravel | Meade | Cy,W | S | 25 | Tubular well | ||||
4 | SE NE sec. 13 | A. L. Burns | Dr | 43.8 | 2 | GP | Sand and gravel | Meade | Cy,W | N | Lower edge of opening, north side of pump | +3.0 | 2,072.3 | 37.62 | 7-21-1941 | Unused domestic and stock tubular well. |
5 | NE NW sec. 18 | L. J. Woodard | Dr | 45.6 | 2 | GP | Sand and gravel | Meade | Cy,W | N | Top of 2-inch pipe | +6.2 | 2,120.1 | 41.13 | 7-11-1941 | Unused stock tubular well. |
6 | NW NE sec. 22 | E. J. Miner | Dr | 67.0 | 2 | GP | Sand and gravel | Meade | N | N | Top of 2-inch pipe | +3.8 | 2,098.2 | 37.39 | 7-22-1941 | Unused stock tubular well. |
7 | NW NE sec. 32 | C. W. Isham | Dr | 61.5 | 2 | GP | Sand and gravel | Meade | Cy,W | N | Top of 2-inch pipe | +2.2 | 2,111.5 | 53.66 | 7-11-1941 | Unused stock tubular well; reported depth, 90 feet. |
T. 27 S. R. 17 W. | ||||||||||||||||
(8) | SW SW sec. 8 | R. P. Allison | Dr | 30 | 2 | GP | Sand and gravel | Meade | Cy,W | D | 10 | Tubular well. | ||||
9 | SW SW sec. 9 | R. P. Allison | Dr | 27 | 6 | GI | Sand and gravel | Meade | Cy,W | S | 20 | |||||
10 | SE NE sec. 21 | C. Williamson | Dr | 90 | 18 | GI | Sand and gravel | Meade | T,G | I | Lower edge of pump base, north side | +.5 | 2,140.3 | 39.48 | 7-11-1941 | Sand to coarse gravel reported between depths of 38 and 92 feet. |
11 | NW NW sec. 34 | L. W. Grimes | Dr | 87.5 | 19 | S | Sand and gravel | Meade | T,G | I | Opening in pump base, east side | +.2 | 2,132.9 | 41.23 | 10-23-1940 | Reported yield, 1800; observation well. |
T. 27 S., R. 18 W. | ||||||||||||||||
12 | NE NE sec. 6 | J. L. Tucker | Dr | 49.5 | 3 | GP | Sand and gravel | Meade | Cy,W | N | Top of pump jacket | +3.0 | 2,212.3 | 47.92 | 7-9-1941 | Unused domestic and stock tubular well. |
(13) | SE cor. SW sec. 8 | School district | Dr | 43.5 | 6 | GI | Sand and gravel | Meade | Cy,H | D | Top of casing, south side | +.8 | 2,197.5 | 37.95 | 7-19-1941 | School well. |
14 | SW SE sec. 18 | E. E. Miller | Dr | 75 | 16 | GI | Sand and gravel | Meade | N | N | Top edge concrete curb, south side | +1.0 | 2,192.4 | 26.96 | 10-23-1940 | Unused irrigation well; observation well. |
15 | SW NW sec. 23 | A. C. Weaver | Dr | 80 | 48-19 | WI | Coarse gravel | Meade | T,G | I | Top edge of manhole, west side | +2.0 | 2,177.0 | 34.25 | 10-23-1940 | Measured yield, 712, drawdown 17.8 (9); coarse gravel containing little clay reported between depths of 33.5 and 80 feet; observation well. |
T. 27 S., R. 19 W. | ||||||||||||||||
16 | NW SW sec. 18 | J. D. Zimmerman | Dr | 48.5 | 14-4 | T,GI | Sand and gravel | Meade | Cy,H | D | Top of 4-inch galvanized iron casing | +1.0 | 2,266.6 | 46.55 | 7-19-1941 | |
17 | NW NE sec. 29 | Wilber Stevens | Dr | 52.0 | 6 | GI | Sand and gravel | Meade | Cy,W | S | Top of casing, north side | +.6 | 2,252.6 | 43.56 | 9-22-1941 | |
(18) | SE SW sec. 30 | W. M. Krug | Dr | 69.5 | 6 | GI | Sand and gravel | Meade | Cy,W | D,S | Lower edge of hole in pump base | +.3 | 2,282.7 | 66.36 | 7-19-1941 | |
T. 27 S., R. 20 W. | ||||||||||||||||
(19) | SE NE sec. 1 | H. A. Barnes | Dr,Dn | 46 | 5 | GI | Gravel | Meade | Cy,W | D | 38 | |||||
20 | SE SE sec. 4 | E. B. Corse | Dr | 43.0 | 5 | GI | Sand and gravel | Meade | Cy,W | S | Top of casing, south side | +.5 | 2,280.1 | 39.57 | 9-28-1941 | |
21 | NW NE sec. 21 | Dr | 54.5 | 2 | GP | Sand and gravel | Meade | Cy,H | N | Top of pump jacket | +4.5 | 2,307.2 | 40.97 | 7-22-1941 | Unused domestic tubular well. | |
22 | NE NW sec. 35 | T. J. Zimmerman | Dr | 54.6 | 6 | GI | Sand and gravel | Meade | Cy,W | N | Top of casing, east side | +.3 | 2,280.0 | 46.04 | 7-12-1941 | Unused stock well. |
T. 28 S., R. 16 W. | ||||||||||||||||
23 | SE NE sec. 4 | H. E. Davis | Dr | 120 | 6 | GI | Sand and gravel | Meade | Cy,G,W | D,I | Top of casing, south side | +1.0 | 2,116.9 | 76.52 | 10-23-1940 | Reported yield, 36; observation well. |
(24) | SW SW sec. 8 | City of Haviland | Dr | 160 | 6 | S | Sand and gravel | Meade | T,NG | P | 120 | Reported yield, 200. | ||||
25 | SW SW sec. 8 | City of Haviland | Dr | 160 | 6 | S | Sand and gravel | Meade | T,G | P | 120 | Reported yield, 200. | ||||
26 | SE SE sec. 20 | E. H. Heath | Dr | 131.6 | 2 1/4 | GP | Sand and gravel | Meade | Cy,W | N | Top of pump jacket | +3.8 | 2.149.1 | 105.80 | 7-21-1941 | Unused domestic and stock tubular well. |
T. 28 S., R. 17 W. | ||||||||||||||||
(27) | SW SE sec. 8 | T. E. Rinkle | Dr | 100 | 2 1/4 | GP | Sand and gravel | Meade | Cy,W | D | 95 | Tubular well. | ||||
28 | NE NW sec. 11 | Z. D. Griffin | Dr | 87.3 | 2 | GP | Sand and gravel | Meade | Cy,H | N | Lower edge of hole, west side of pump | +2.0 | 2,147.5 | 72.43 | 7-11-1941 | Unused domestic tubular well. |
29 | NE SW sec. 28 | F. M. Shuck | Dr | 137.0 | 2 1/2 | GP | Sand and gravel | Meade | Cy,W | N | Top of 2 1/2-inch pipe | +3.5 | 2,193,8 | 116.69 | 9-18-1941 | Unused domestic tubular well. |
30 | SW SW sec. 34 | Erma Larkin | Du | 66.0 | 48 | C | Sand and gravel | Meade | N | N | Top of 10-inch galvanized iron casing | +5.2 | 2,125.6 | 63.59 | 7-21-1941 | Unused stock well. |
T. 28 S., R. 18 W. | ||||||||||||||||
(31) | SW NE sec. 16 | City of Greensburg | Dr | 125 | 18 | OW | Gravel | Meade | T,E | P | 70 | Gravel-packed well; reported yield 500. | ||||
32 | SW NE sec. 16 | City of Greensburg | Dr | 250 | 12 | OW | Sand | Meade and Ogallala | A | P | 70 | Gravel-packed well; reported yield, 150. | ||||
33 | SW NE sec. 16 | City of Greensburg | Dr | 250 | 12 | OW | Sand | Meade and Ogallala | A | P | 70 | Gravel-packed well; reported yield, 150. | ||||
34 | SW NE sec. 16 | City of Greensburg | Dr | 250 | 18 | OW | Sand | Meade and Ogallala | A | P | 70 | Gravel-packed well, water-bearing sand reported between depths of 70 and 110 feet; reported yield 400, drawdown 5. | ||||
35 | SW NW sec. 16 | J. A. Crowe | Dr | 100 | 6 | GI | Sand | Meade | Cy,W | I | Top edge concrete curb, west side | 0 | 2,240.6 | 84.83 | 10-23-1940 | Used to water lawn. |
36 | NE SW sec. 16 | City of Greensburg | Du | 109 | 384 | R | Sand | Meade | C,E | I | Top edge of concrete platform, south side | -85. 0 | 1.07 | 10-24-1940 | Dug in 1887-1888; originally used to supply City of Greensburg; now used to irrigate city park; advertised by city as "World's largest hand-dug well." | |
37 | NE NE sec. 18 | Panhandle East. Gas | Dr | 131 | 12 | C | Sand and gravel | Meade | T,E | In | 67 | Gravel-packed well; reported yield 160, drawdown 2.25; water reported hard. | ||||
38 | NE NE sec. 18 | Panhandle East. Gas | Dr | 131 | 12 | C | Sand and gravel | Meade | T,E | In | 67 | Gravel-packed well; water reported hard. | ||||
39 | NE SW sec. 36 | Kesigner and Tucker | Dr | 135.5 | 2 | GP | Sand and gravel | Meade | Cy,N | N | Top of pump jacket | +3.5 | 2,231.1 | 131.13 | 9-18-1941 | Unused domestic and stock tubular well. |
T. 28 S., R. 19 W. | ||||||||||||||||
40 | NE SE sec. 16 | L. W. and H. E. Hill | Dr | 87.5 | 3 | GP | Sand | Meade | Cy,W | N | Top of 3-inch pipe | +7.2 | 2,273.8 | 83.65 | 7-12-1941 | Unused stock tubular well. |
41 | SE SE sec. 20 | Northern Nat. Gas Co. | Dr | 210 | 6 | S | Fine sand | Meade and Ogallala | T,E | D | 130 | Reported yield 40; also used for fire protection. | ||||
42 | SE SE sec. 20 | Northern Nat. Gas Co. | Dr | 350-400 | 6 | S | (?) | Meade and Ogallala | A | In | Reported yield 250; water reported hard. | |||||
43 | SE SE sec. 20 | Northern Nat. Gas Co. | Dr | 350-400 | 6 | S | (?) | Meade and Ogallala | A | In | Reported yield 250; water reported hard. | |||||
(44) | SW NW sec. 22 | Security Elev. Co. | Dr | 107.5 | 4 | OW | Sand and gravel | Meade | Cy,H | D | Top of casing, north side | +1.0 | 2,287.3 | 99.60 | 7-16-1941 | |
45 | NW SW sec. 27 | Anna Sleif | Dr | 117.5 | 6 | GI | Meade and/or Ogallala | Cy,W | S | Top of lower wooden pipe clamp | +1.8 | 2,294.5 | 110.99 | 7-12-1941 | ||
46 | SE NW sec. 30 | C. E. Sherer | Dr | 104.5 | 5 | GI | Meade and/or Ogallala | Cy,W | S | Top of casing, west side | +1.0 | 2,317.3 | 99.88 | 7-17-1941 | ||
T. 28 S., R. 20 W. | ||||||||||||||||
47 | NW NE sec. 1 | C. E. Sherer | Dr | 72.8 | 5 | OW | Sand and gravel | Meade | Cy,W | S | Top of casing | +1.0 | 2,282.9 | 58.58 | 7-17-1941 | |
48 | SW cor. NE sec. 5 | E. Ochs | Dr | 49.0 | 2 | GP | Sand and gravel | Meade | Cy,W | N | Top of 2-inch pipe. | +2.0 | 2,316.8 | 45.44 | 7-22-1941 | Unused stock tubular well. |
(49) | SE SW sec. 23 | J. P. Fellers | Dr | 83.8 | 5 | GI | Sand and gravel | Meade and/or Ogallala | Cy,W | D | Top of tin plate over casing | -4.4 | 2,322.2 | 77.70 | 7-16-1941 | Situated in Mullinville. |
50 | NE NW sec. 29 | Emma Olson | Dr | 75.5 | 5 | GI | Sand and gravel | Meade and/or Ogallala | Cy,W | N | Top of casing, west side | +1.0 | 2,341.7 | 69.04 | 7-12-1941 | Unused stock well. |
T. 28 S., R. 21 W. (10) | ||||||||||||||||
51 | NE NW sec. 12 | E. L. Hicks | Dr | 36.5 | 2 | GP | Sand and gravel | Meade | N | N | Top of 2-inch pipe | +3.8 | 2,328.5 | 34.89 | 7-22-1941 | Unused stock tubular well. |
T. 29 S., R. 16 W. | ||||||||||||||||
52 | NW NE sec. 8 | E. M. Pyle | Dr | 126.0 | 9 | WI | Gravel | Meade | N | N | Top of casing, north side | +1.2 | 2,082.7 | 68,99 | 10-19-1940 | Formerly used to supply water for drilling oil test. |
53 | SE SE sec. 11 | L. E. Fontron | Dr | 26.0 | 6.5 | WI | Sand and gravel | Meade | Cy,W | N | Top of casing, west side | +1.5 | 1,994.6 | 18.63 | 8-7-1941 | Unused stock well. |
54 | NE NE sec. 16 | Morris Pyle | Dr | 46.5 | 5 | WI | Gravel | Meade | Cy,W | S | Top of casing, north side | +1.7 | 2,023.1 | 28.46 | 9-13-1941 | |
(55) | NW NE sec. 33 | Cyrus Miller | Dr | 100 | ? | ? | Red sand | Flowerpot | Cy,H | D | 80 | |||||
T. 29 S., R. 17 W. | ||||||||||||||||
(56) | NW NE sec. 5 | M. C. Smith | Dr | 130 | 6 | GI | Sand | Meade | Cy,W | D,S | 115 | |||||
57 | SW cor. sec. 18 | C. A. Hubert | Dr | 116.0 | 2 | GP | Sand and gravel | Meade | Cy,W | N | Top of pump jacket | +2.5 | 2,202.7 | 112.47 | 7-18-1941 | Unused stock tubular well. |
(58) | NW NE sec. 23 | R. W. Robbins | Dr | 40 | 6 | GI | (?) | ? | Cy,W,H | D,S | 30 | |||||
(59) | SW SW sec. 33 | H. R. Barstow | Dr | 190.5 | 5 | WI | Sandstone | Cheyenne | Cy,W | N | Top of casing, south side | +.3 | 2,092.1 | 141.94 | 9-12-1941 | Unused domestic and stock well; water of very poor quality; sandstone reported between depths of 180 and 191 feet. |
(60) | NE SE sec. 34 | J. B. Jantz | Du | 59.4 | 48 | R | Sand | Meade | Cy,W | D,S | Top edge of concrete platform | +.3 | 2,122.8 | 56.74 | 7-11-1941 | |
T. 29 S., R. 18 W. | ||||||||||||||||
(61) | NW NW sec. 7 | I. J. Unruh | Dr | 181 | ? | ? | Sand and gravel | Ogallala | Cy,W | D,S | 160 | |||||
62 | NW NW sec. 16 | C. A. Miller | Dr | 109.5 | 2 | GP | Sand and gravel | Meade and/or Ogallala | Cy,W | N | Top of 2-inch pipe | +3.3 | 2,234.4 | 100.33 | 7-17-1941 | Unused domestic and stock tubular well. |
63 | NE NE sec. 21 | Helen Marshall | Dr | 72.5 | 6 | GI | Sand and gravel | Meade and/or Ogallala | Cy,W | S | Top of casing, south side | 0 | 2,190.2 | 64.85 | 7-18-1941 | |
64 | NW NE sec. 26 | Helen Kruse | Du | 24.0 | 48 | N | Sand | Meade and/or Ogallala | N | N | Top of wooden platform over well | 0 | 2,092.8 | 22.10 | 7-18-1941 | Unused stock well. |
(65) | SE cor. NE sec. 30 | J. C. Unruh | Dr | 94.5 | 6 | GI | Sand and gravel | Meade and/or Ogallala | Cy,W | D | Top edge of pipe coupling | +.3 | 2,248.8 | 75.36 | 7-9-1941 | Water dripped on tape; water-level measurement questionable. |
(66) | NW SE sec. 35 | H. T. Koehn | Dr | 275 | ? | ? | Sandstone | Cheyenne | Cy,W | D,S | Top of tin can over casing | +1.0 | 2,146.7 | 94.23 | 8-19-1941 | |
T. 29 S., R. 19 W. | ||||||||||||||||
67 | SE cor. SW sec. 15 | A. D. Huls | Dr | 209.5 | 2 | GP | Sand and gravel | Meade and/or Ogallala | Cy,W | N | Top of 2-inch pipe | +6.0 | 2,345.4 | 165.80 | 7-17-1941 | Unused domestic and stock tubular well. |
68 | NE cor. NW sec. 25 | Frank Newby | Dr | 137.5 | 6 | GI | Sand and gravel | Meade and/or Ogallala | Cy,W | D,S | Top of opening, north side of pump base | + .2 | 2,295.7 | 116.53 | 7-9-1941 | |
T. 29 S., R. 20 W. | ||||||||||||||||
69 | NW SE sec. 11 | B. F. Neier | Dr | 192.0 | 5 | GI | Sand and gravel | Meade and/or Ogallala | Cy,W | D,S | Top of pipe flange | +1.3 | 2,410.3 | 186.97 | 9-23-1941 | |
70 | SE SE sec. 20 | Delia McLaughlin | Dr | 158.0 | 1.5 | GP | Sand and gravel | Meade and/or Ogallala | N | N | Top of pipe coupling | +1.0 | 2,394.7 | 145.84 | 10-18-1940 | Unused stock tubular well. |
71 | NW NW sec. 25 | E. Briggs | Dr | 191.0 | 5.5 | GI | Sand and gravel | Meade and/or Ogallala | Cy,W | S | Top of casing, southwest side | +1.6 | 2,400.5 | 179.30 | 9-17-1941 | |
T. 30 S., R. 16 W. | ||||||||||||||||
72 | SE SW sec. 2 | Santa Fe | Dr | 13,0 | 14 | WI | Sand | Recent (alluvium) | Pl,G | N | Top of concrete curb, east side | +1.1 | 1,814.8 | 5.56 | 9-12-1941 | Unused railroad well; see well 73. |
73 | SE SW sec. 2 | Santa Fe | Dr | 12 | 14 | WI | Sand | Recent (alluvium) | Pl,G | P,R | 4 | Situated 150 feet west of well 72; reported yield 180; supplies water to Belvidere and railroad; water treated for use in engines. | ||||
74 | SW SW sec. 2 | R. W. Robbins | Dr | 92.0 | ? | ? | (?) | Whitehorse | Cy,W | S | Top of wooden pipe clamp | +1.0 | 1,865.2 | 48.90 | 9-10-1941 | |
(75) | NW SW sec. 3 | B. Frank McQuay | Dn | 18 | 2 | GP | Sand and gravel | Recent (alluvium) | P,H | D | 12-15 | Well reported to end in "second" sand. | ||||
(76) | SW NW sec. 9 | Miller cafe | Dr | 30 | 5 | GI | Sand | Recent (alluvium) | Cy,H | A | 20 | Water is too hard for domestic use. | ||||
77 | NE NW sec. 10 | W. M. Thompson | Dn | 8 | 2 | GP | Sand | Recent (alluvium) | P,H | D | 5 | Well reported to end in "first" sand; water reported hard. | ||||
78 | NE NW sec. 13 | R. W. Robbins | Dr | 65.5 | 5.5 | GI | (?) | (?) | N | N | Top of casing, west side | +.3 | 1,848.4 | 62.24 | 9-10-1941 | Unused stock well. |
79 | NE NW sec. 14 | J. H. Wright | Dr | 15.2 | 5.5 | GI | Sand | Recent (alluvium) | Cy,W | S | Top of casing, west side | +2.5 | 1,791.3 | 8.92 | 9-13-1941 | Water reported soft. |
80 | SE SE sec. 16 | R. W. Robbins | Dr | 105.0 | 5 | GI | Cheyenne | Cy,W | N | Top of iron pipe clamp | +1.0 | 1,957.1 | 79.71 | 8-9-1941 | Unused stock well. | |
81 | SW SW sec. 22 | R. W. Robbins | Dr | 83.5 | 5 | GI | Sandstone | Whitehorse | Cy,W | S | Top of plank over casing | +.7 | 1,915.4 | 75.35 | 9-5-1941 | |
(82) | NE SW sec. 23 | R. W. Robbins | Dr | 55 | 6 | GI | Fine red sand | Whitehorse | Cy,W | D | 45 | |||||
83 | SE SW sec. 35 | R. W. Robbins | Dr | 102.5 | 5 | GI | Cy,W | N | Top of casing, east side | +1.3 | 1,934.4 | 64.85 | 9-5-1941 | Unused stock well; windmill dismantled. | ||
T. 30 S., R. 17 W. | ||||||||||||||||
(84) | SW NW sec. 20 | Henry Booth | Dr | 36 | 4 | GI | Sand | Meade | Cy,W | D,S | 13 | |||||
85 | SE SW sec. 31 | A. Sealey | Dr | 93.0 | 4 | GI | Sand and gravel | Meade | Cy,W | S | Top of casing, west side | +.4 | 2,137.5 | 76.65 | 7-15-1941 | |
(86) | SE SW sec. 34 | Harvey Walters | Dr | 96.0 | 5 | GI | Sand and gravel | Meade | Cy,W | S | Top of casing, north side | +.5 | 2,142.3 | 71.89 | 8-20-1941 | |
T. 30 S., R. 18 W. | ||||||||||||||||
(87) | NW SW sec. 1 | Carl Green | Dr | 24 | 6 | WI | Sand | Meade | Cy,W | D,S | Top of casing | +1.0 | 2,085.4 | 18.10 | 7-18-1941 | |
(88) | NW NW sec. 3 | John Parkins | Dr | 18 | 5 | GI | Coarse gravel | Recent (alluvium) | Cy,W | D | 14 | |||||
89 | NE SW sec. 4 | S. D. Reager | Dr | 86.8 | 4.5 | OW | (?) | Ogallala or Dakota (?) | Cy,W | N | Top of casing | +1.3 | 2,210.0 | 68.54 | 7-18-1941 | Unused stock well. |
(90) | NW NW sec. 20 | W. R. Cobb | Dr | 59.3 | 5 | GI | Sand and gravel | Meade | Cy,W | D,S | Lower edge of opening, west side of pump | +1.9 | 2,162.4 | 20.64 | 7-15-1941 | |
91 | SW NW sec. 23 | J. E. Ely | Dr | 154.0 | 6 | GI | (?) | Kiowa | N | N | Top of casing, south side | +.5 | 2,205.5 | 107.27 | 10-24-1940 | Unused stock well; observation well. |
92 | SW SE sec. 33 | W. R. Cobb | Dr | 68.5 | 5 | GI | Sand and gravel | Meade | Cy,W | D,S | Lower edge of pump base | +.3 | 2,123.6 | 36.27 | 7-15-1941 | |
T. 30 S., R. 19 W. | ||||||||||||||||
93 | SE cor. sec. 9 | School district | Dr | 100.8 | 4 | OW | Sand and gravel | Meade | Cy,W | D | Top of casing, south side | +.3 | 2,276.6 | 95.20 | 7-15-1941 | School well. |
94 | NW NE sec. 12 | V. Kane | Dr | 43.5 | 6 | GI | Sand and gravel | Meade | Cy,W | N | Top of northwest bolt hole in pump base | 0 | 2,229.7 | 40.93 | 7-9-1941 | Unused domestic and stock well. |
95 | NW NW sec. 28 | J. A. McLaughlin | Dr | 91.0 | 5 | GI | Sand and gravel | Meade | Cy,W | D,S | Lower edge of pump base, east side | +.5 | 2,200.0 | 84.67 | 7-15-1941 | Reported depth, 100 feet. |
96 | NE cor. sec. 35 | Reeder school dist. 13 | Dr | 144.5 | 6 | GI | Sand and gravel | Meade | Cy,W | D | Top of casing, east side | +.3 | 2,217.1 | 116.03 | 7- 9-1941 | School well. |
T. 30 S., R. 20 W. | ||||||||||||||||
(97) | NE NE sec. 2 | O. L. Stockwell | Dr | 94.5 | 7 | GI | Sand | Meade | Cy,W | S | Top of casing, south side | 0 | 2,272.5 | 85.03 | 8-22-1941 | |
98 | NE cor. sec. 23 | H. E. Thomas | Dr | 40.2 | 5 | GI | Sand | Meade | N | N | Top of casing, north side | +.5 | 2,170.0 | 29.69 | 7-14-1941 | Unused stock well. |
99 | NW NE sec.31 | B.E.Ayers | Dn | 22 | 2 | GP | Sand | Recent (alluvium) | Cy,W | D | 10-11 | |||||
T. 31 S., R. 16 W. (11) | ||||||||||||||||
100 | NE NW sec. 6 | Dr | 60.8 | 5 | GI | (?) | Cheyenne | N | N | Top of casing, south side | +.5 | 1,999.1 | 54.61 | 7-15-1941 | Unused domestic well. | |
T. 31 S., R. 19 W. (11) | ||||||||||||||||
101 | NW NE sec. 6 | Fred Winkler | Dr | 38.8 | 6 | GI | Sand and gravel | Meade | Cy,W | S | Top of casing, south side | +1.0 | 2,112.4 | 29. | 7-15-1941 | |
1. Parentheses around well number indicate that analysis of water is given in Table 4. 2. Dn, driven; Dr, drilled; DLI, dug. 3. Reported depths given in feet below the land surface; measured depths given in feet and tenths below measuring points. Depths of tubular wells are questionable. 4. C, concrete; GI, galvanized sheet iron; GP, galvanized-iron pipe; N, none; OW, oil-well casing; R, rock; S, steel; T, title; WI, wrought iron. 5. Type of pump: A, air lift; C, centrifugal; Cy, cylinder; N, none; P, pitcher pump; PI, plunger pump; T, turbine. 6. A, air conditioning; D, domestic; I, irrigation; In, industrial; N, not being used; P, public supply; R, railroad; S, stock. 7. Reported depths given in feet; measured depths given in feet and in tenths and hundredths of feet. 8. Located in Edwards County. 9. Pumping test conducted by Woodrow Wilson of the Federal Geological Survey and Melvin Scanlan of the Division of Water Resources, Kansas State Board of Agriculture. 10. Located in Ford County. 11. Located in Comanche County. |
Table 9--Records of typical springs in Kiowa County, Kansas.
No. on Fig. 8 (1) |
Location | Owner | Character | Topographic situation |
Character of material |
Geologic subdivision |
Yield (gallons a minute) (2) |
Date, 1941 |
Use of water (3) |
Altitude of water surface (feet) |
Remarks |
---|---|---|---|---|---|---|---|---|---|---|---|
T. 29 S., R. 16 W. | |||||||||||
1 | NW NW sec. 15 | Charles Razeau | Seepage area | Valley bottom | Sand and gravel | Meade | (4) | S | Ponded by dam. | ||
2 | NW SW sec. 15 | Charles Razeau | Seepage spring | Head of draw | Sand and gravel | Meade | (4) | S | Ponded by dam. | ||
3 | SW SW SW sec. 15 | Charles Razeau | Seepage spring | Valley side | Sand and gravel | Meade | (4) | D | 1,968.0 | Piped to house. | |
4 | NE SW SW sec. 15 | Charles Razeau | Seepage springs | Valley side | Sand and gravel | Meade | (4) | N | Includes 5 separate seepage springs along side of valley. | ||
5 | SE SE sec. 18 | C. E. Millar | Seepage spring | Head of draw | Sand and gravel | Meade | 5e | Sept. 27 | N | Discharges into draw. | |
(6) | SE SE sec. 20 | C. E. Millar | Seepage spring | Base of valley bluff | Sand | Meade | 2-3e | Oct. 1 | N | Barrel sunk in ground. Water piped to channel of stream. | |
7 | NW NW sec. 22 | Charles Razeau | Seepage area | Head of draw | Sand and gravel | Meade | (4) | N | Discharges into draw. | ||
8 | SE NW sec. 22 | Charles Razeau | Seepage area | Valley side | Sand and gravel | Meade | (4) | N | Water collected by ditch along valley side. Flows into Spring Creek. | ||
9 | SW SW sec. 24 | C. C. Piester | Seepage spring | Valley side | Sand and gravel | Meade | 2-4e | July 18 | S | 1,934.9 | Barrel sunk in ground. Water piped to stock tank. |
(10) | SW SW sec. 24 | C. C. Piester | Seepage spring | Valley side | Sand and gravel | Meade | (?) | D | 1,950.9 | Pit dug and cribbed with stone. Windmill pumps water to reservoir on top of bluff. | |
11 | SW SW sec. 24 | C. C. Piester | Seepage spring | Valley side | Sand and gravel | Meade | 2-3e | July 18 | D | Barrel sunk in ground. Water piped to house. | |
12 | SW SW sec. 25 | C. C. Piester | Seepage spring | Head of draw | Sand and gravel | Meade | 4-5e | Aug. 11 | S | Tile casing set 2 feet in ground. | |
T. 29 S., R. 17 W. | |||||||||||
(13) | SE SW sec. 10 | H. T. Conklin | Seepage spring | Base of valley bluff | Sand and gravel | Meade | 98m | Nov. 5 | N | 2,022.1 | Discharges from shallow pit. |
14 | NW NE sec. 21 | S. B. Jantz | Seepage spring | Valley side | Sand | Meade | (?) | D,S | 2,042.3 | Water piped to house. | |
T. 30 S., R. 17 W. | |||||||||||
15 | NW NW sec.4 | H.R. Barstow | Contact spring | Head of draw | Sand | Meade or Ogallala | (?) | D,S | 2,064.6 | At contact of Meade or Ogallala formations and Kiowa shale. | |
T. 30 S, R. 18 W. | |||||||||||
(16) | SW SE sec. 2 | Perry Fincham et al. | Contact spring | Base of bluff | Sandstone | Kiowa | 1-2e | July 29 | S | 2,054.9 | Sandstone is underlain by impermeable clay. |
17 | NW NE sec. 10 | John Parkins | Contact spring | Bottom of draw | Sandstone | Kiowa | 5e | July 29 | N | Sandstone is underlain by impermeable clay. | |
(18) | NW SW sec. 11 | J. W. Greenleaf | Contact spring | Base of bluff | Sandstone | Kiowa | (?) | S | Discharges into large concrete tank; reported to yield enough to water 100 cattle. | ||
19 | NW NW sec. 13 | J. W. Greenleaf | Contact spring | Side of draw | Sand (?) | Meade | 130m | Nov. 5 | S | 2,044.6 | Ponded by dam. |
20 | NW SW sec. 13 | J. W. Greenleaf | Contact spring | Side of draw | Sand (?) | Meade | (?) | N | |||
T. 30 S., R. 20 W. | |||||||||||
21 | NE SW sec. 15 | E. Briggs | Seepage spring | Base of bluff | Sand | Meade | (?) | N | |||
1. Parentheses around number indicate that analysis of water is given in Table 5. 2. E, estimated; M, measured. 3. D, domestic; N, none; S, stock. 4. Aggregate yield of Nos. 1, 2, 3, 4, 7, and 8, as measured by weir by owner in 1940, was 1,580 gallons a minute. |
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Kansas Geological Survey, Geology
Placed on web Feb. 4, 2008; originally published Feb. 1948.
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