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Records of Typical Wells
Information pertaining to water wells in Republic County and northern Cloud County is tabulated in Table 22. The numbers in the first column correspond to the well numbers on the map (Pl. 1) and in the table of analyses (Table 6). The numbers in parentheses in the first column indicate wells from which samples of water were taken for analysis. 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. The measured depths of water levels are given to the nearest 0.01 foot, whereas reported depths are given only to the nearest foot and are subject to error.
Table 22--Records of wells in Republic and Cloud counties, Kansas
No. on pl. 1 and 2 (1) |
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 Maeasurement 1942 |
Remarks (Yield given in gallons a minute; drawdown in feet) |
|||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Character of material |
Geologic source |
Description | Height above land surface (feet) |
Height above mean sea level (feet) |
||||||||||||
T. 1 S., R. 1 W. | ||||||||||||||||
1 | SW SE sec. 7 | J. Baker | Du | 26.1 | 40 | R | Limestone and (clay) shale | Greenhorn | Cy,H | N | Top of platform | 1.3 | 23.57 | July 11 | On west side of gully | |
2 | NE NE sec. 8 | M. A. Hudson | Du | 31.5 | 36 | R | Shale | Carlile | Cy,H | N | Top of platform | 1.0 | 18.90 | July 11 | About 40 feet west of road | |
3 | NW NE sec. 9 | Elmer Hardenburger | Du | 18.5 | 36 | R | Limestone and shale | Greenhorn | Cy,W | S | Top of platform | .9 | 8.55 | July 11 | ||
(4) | NW NE sec. 11 | G. W. Jotter | Du | 40.5 | 42 | R | Shale | Carlile | Cy,W | N | Top of platform | 1.2 | 9.80 | July 11 | ||
(5) | SW SW sec. 15 | City of Narka | Dr | 253 | 10 | I | Sandstone | Dakota | T,E | P | 178 | . | Depth to water level reported by water superintendent | |||
6 | SW SE sec. 19 | Grace E. West | Du | 45.1 | 42 | R | Gravel and sand | Belleville | Cy,W | S | Top of concrete block, north side | 1.4 | 36.89 | July 14 | ||
7 | SW NW sec. 25 | Mary T. Brosh | Du | 52.3 | 36 | R | Shale | Carlile | Cy,H | D | Top of platform | 1.6 | 18.20 | July 11 | ||
(8) | NW NW sec. 27 | Leigh Feil. | Du | 11.8 | 48 | R | Limestone and shale | Greenhorn | Cy,W | S | Top of platform | 1.0 | 5.48 | July 14 | ||
(9) | NE NE sec. 28 | Leigh Feil. | Dr | 244.0 | 5 | GI | Sandstone | Dakota | Cy,W | D,S | Top of casing | --4.6 | 151. 32 | July 14 | Reported depth, 272 feet | |
10 | SE SW sec. 33 | W. H. Thomas | Du | 39.1 | 36 | R | Limestone and shale | Greenhorn | Cy,W | D | Top of casing, northwest side | .0 | 31.27 | July 15 | Deep wells south of road are salty | |
T. 1 S., R. 2 W. | ||||||||||||||||
11 | SW NW sec. 4 | C. C.Dake | Du | 25.5 | 48 | B | Gravel and sand | Belleville | N | N | Top of platform | .1 | 1,538.62 | 23.60 | June 11 | |
12 | SE NE sec. 5 | C. C.Dake | Dr | 78 | 5 | I | Gravel and sand | Belleville | Cy,W | D,S | 1,547.55 | 30 | ||||
13 | SW SW sec. 5 | School. | Dr | 54 | 5 | I | Gravel and sand | Belleville | Cy,H | Sc | Top of casing | .7 | 1,558.00 | 30.29 | June 11 | |
14 | NE NW sec. 6 | A. Aupperle | Dr | 90.S | 6 | GI | Gravel and sand | Belleville | Cy,W | D,S | Top of casing, north side | --4.0 | 1,597.77 | 87.21 | June 11 | |
15 | SE SE sec. 15 | Anton Rytch | Du | 13.7 | 48 | R | Clay | Carlile | Cy,H | N | Top of rock curb | 1.7 | 1,539.35 | 7.11 | July 14 | |
16 | NE NE sec. 21 | Ed Thomas | Dr | 235 | 5 | GI | Sandstone | Dakota | Cy,W | S | 165 | |||||
17 | SE NE sec. 23 | W. A. Carpenter | Dr | 212 | 6 | I | Sandstone | Dakota | Cy,H | S | 45 | Too salty for domestic use | ||||
18 | SE SE sec. 23 | James Wilson | Du | 52.9 | Gravel and sand | Belleville | Cy,W | N | Top of casing | .0 | 1,612.40 | 37.95 | July 14 | About 40 feet from southeast corner of section | ||
19 | SW SE sec. 33 | City of Munden | Du | 62 | 72 | B | Gravel and sand | Belleville | T,E | P | ||||||
T. 1 S., R. 9 W. | ||||||||||||||||
20 | NW NW sec. 2 | Chester Sawyer | Du | 127.0 | 36 | B | Gravel and sand | Belleville | N | N | June 11 | Well was dry | ||||
(21) | NW SW sec. 2 | City of Belleville | Dr | 215 | 18 | C | Gravel and sand | Belleville | T,E | P | 1,624.00 | 120 | North well | |||
(22) | NW SW sec. 2 | City of Belleville | Dr | 215 | 18 | C | Gravel and sand | Belleville | T,E | P | 1,618.05 | 120 | Wells have yield of 425 g.p.m., drawdown 4.5 feet | |||
(23) | SE SE sec. 4 | Ralph M. Barnes | Dr | 111.3 | 4 | I | Gravel and sand | Belleville | Cy,W | D,S | Top of casing | 1.3 | 1,592.30 | 96.72 | July 4 | |
24 | SW SE sec. 8 | James Wessel | Dr | 143.2 | 6 | GI | Gravel and sand | Belleville | Cy,W | D.S | Top of board across pit | .3 | 1,650.21 | 142.87 | June 18 | |
25 | NW NW sec. 10 | Federal Land Bank | Dr | 124.5 | 4 | I | Gravel and sand | Belleville | Cy,H | D,S | Top of casing | .8 | 1,590.80 | 95.21 | July 4 | |
(26) | SE SE sec. 10 | Gravatt Estate | Dr | 80.5 | 6 | GI | Gravel and sand | Belleville | Cy,W | D,S | Top of casing | .7 | 1,594.97 | 78.46 | June 11 | |
(27) | SW SW sec. 18 | Marjorie Gray | Dr | 171.0 | 4 | I | Gravel and sand | Belleville | Cy,W | D,S | Top of casing | .3 | 1,668.04 | 157.20 | June 5 | |
28 | SW SW sec. 31. | School | Dr | 65.8 | 6 | GI | Gravel and sand | Belleville | Cy,H | Sc | Top of casing | .5 | 1,654.93 | 53.47 | May 30 | |
29 | NE NE sec. 33 | School | Dr | 46.8 | 6 | GI | Gravel and sand | Belleville | Cy,H | Sc | Top of casing | .8 | 1,603.76 | 34.96 | June 11 | |
T. 1 S., R. 4 W. | ||||||||||||||||
(30) | NE NW sec. 4 | Unknown | Dr | 160.2 | 5 1/2 | GI | Gravel and sand | Belleville | Cy,W | S | Top of platform | 1.7 | 1,669.28 | 148.02 | July 6 | |
31 | NE NE sec. 12 | Lasby | Dr | 152.0 | 6 | I | Gravel and sand | Belleville | Cy | N | Top of casing | 1.2 | 1,661.36 | July 4 | Well was dry | |
32 | SE SE sec. 13 | Whipple | Dr | 170.0 | 6 | GI | Gravel and sand | Belleville | Cy | N | Top of casing | .8 | 1,672.21 | 159.76 | June 18 | |
(33) | SW SE sec. 17 | School. | Dr | 54.7 | 8 | GI | Gravel and sand | Belleville | Cy,H | Sc | Top of platform | 1.3 | 1,568.93 | SO.69 | July 3 | |
34 | SW NW sec. 20 | James Persinger | B | 52.0 | 6 | T | Gravel and sand | Belleville | Cy,W | N | Top of tile, north side | .5 | 1,563.55 | 48.90 | July 3 | |
35 | SE SW sec. 20 | R. S. Price | B | 39.4 | 6 | T | Gravel and sand | Belleville | Cy,H | N | Top of platform | 2.0 | 1,550.43 | 35.52 | July 3 | |
36 | SW SW sec. 23 | C. I. Banks | Dr | 103.1 | 4 | I | Gravel and sand | Belleville | Cy | N | Top of platform | .1 | 1,612.98 | 101. 38 | July 6 | |
37 | SE NE sec. 26 | Nathan Stafford | Dr | 156.1 | 4 | I | Gravel and sand | Belleville | Cy | N | Top of platform | 1.1 | 1,672.53 | 154.90 | July 6 | |
38 | SW SE see, 29 | Frank Stover | Dr | 54.2 | 6 | I | Gravel and sand | Belleville | Cy,H | N | Top of casing | 1.5 | 1,574.14 | 53.91 | July 1 | |
39 | SE SE sec. 29 | Charles Heater | B | 54,5 | Gravel and sand | Belleville | Cy,W | S | Bottom edge of pump base | .1 | 1,558.64 | 37.64 | July 1 | |||
(40) | SW NW sec. 31 | City of Republic | Dr | 63 | 18 | C | Gravel and sand | Alluvium | T.E | P | Top edge of 1-inch hole beside pump | .8 | 1,510.55 | 36.06 | Sept. 6 | |
41 | NW SW sec. 31. | A. V. H. McClure | Dn | 19.6 | 1 1/4 | I | Gravel and sand | Alluvium | N | N | Top of concrete cover | 2.0 | 1,495.13 | 8.26 | June 5 | |
42 | SW SE sec. 31 | G. A. Holton | Dr | 54.5 | 6 | GI | Gravel and sand | Belleville | Cy,W | D,S | Top of platform | 0.3 | 1,522.92 | 52.51 | July 1 | |
43 | NE NE sec. 32 | Charles Heater | Dr | 69.5 | Gravel and sand | Belleville | Cy,W | D,S | Top of platform | .1 | 1,574.09 | 57.02 | July 1 | |||
44 | NW NW sec. 34 | Dora M. Albert | Dr | 72.9 | 5 1/2 | I | Gravel and sand | Belleville | Cy,W | N | Top of platform | .5 | 1,594.16 | 70.79 | July 6 | |
(45) | SE NE sec. 34 | Alex Davis | Dr | 115.2 | 4 | I | Gravel and sand | Belleville | Cy,W | S | Top of platform | .6 | 1,632'.54 | 112.89 | July 6 | |
46 | SW NW sec. 35 | John McEwen | Dr | 91.0 | 6 | GI | Gravel and sand | Belleville | N | N | Top of platform | .5 | 1,621. 54 | June 15 | Well was dry | |
T. 1 S., R 5 W. | ||||||||||||||||
47 | NE NE sec. 5 | Russell Hale | Dr | 6 | GI | Gravel and sand | Alluvium | Cy,H | D | Top of platform, south side | .6 | 1,558.71 | 42.86 | May 27 | ||
48 | NE NW sec. 5 | Mo. Pac. Railway | Dr | 25.5 | 6 | GI | Gravel and sand | Alluvium | Cy,W | S | Top of platform, south side | .1 | 1,534.45 | 17.22 | May 27 | |
49 | NW NW sec. 5 | George Powell | B | 31.2 | 6 | GI | Gravel and sand | Alluvium | Cy,W | D,S | Top of platform, north side | .5 | 1,530.90 | 15.07 | May 27 | |
50 | SE NE sec. 5 | Joe Gillilan | B | 26.3 | 18 | GI | Gravel and sand | Alluvium | N | N | Top edge of 2- by 12-inch board across pipe | .5 | 1,520.59 | 6.96 | May 27 | Formerly uaed for irrigation |
51 | NE NE sec. 6 | E. W. Bjorling | B,Dn | 1 1/4 | I | Gravel and sand | Alluvium | Cy,H | S | Top edge of concrete curb | .7 | 1,526.52 | 11.54 | May 27 | ||
52 | NE NE sec. 6 | E. W. Bjorling | Du | 20.8 | 36 | B | Gravel and sand | Alluvium | C,T | I | Top of casing, nortb side | .0 | 1.518.40 | 7.51 | May 27 | |
(53) | NW NW sec. 6 | Carl Boylan | Dn | 1 1/2 | I | Gravel and sand | Alluvium | Cy,H | D | Top of platform, south side | .4 | 1,516.02 | 5.49 | May 27 | ||
54 | NE NE sec. 7 | J. W. Singer | Dr | 33.2 | 3 | I | Gravel and sand | Alluvium | N | N | Top of casing | .2 | 1,508.28 | 2.24 | June 23 | |
55 | NE NW sec. 11 | William Moeller | Dr | 80 | 6 | GI | Gravel and sand | Belleville | Cy,W | D,S | 1,614.08 | 74 | May 29 | |||
56 | SW SE sec. 11 | F. W. Willis | Dr | 75 | 6 | GI | Gravel and sand | Belleville | Cy,W | D,S | 1,593.71 | 69 | May 28 | |||
57 | NW SW sec. 13 | Walter Fischer | Dr | 75 | 6 | GI | Gravel and sand | Belleville | Cy,W | D,S | 1,593.78 | 66 | May 28 | |||
(58) | SW SE sec. 14 | C. W. Duval | B | 60.7 | 6 | GI | Gravel and sand | Belleville | Cy,W | D,S | Top of platform, north side | 1.6 | 1,544.25 | 44.97 | May 28 | |
59 | NE NE sec. 16 | James Hurley | Du | 16.0 | 24 | B | Gravel and sand | Alluvium | Cy,W | S | Bottom of base of pump | 1.0 | 1,503.26 | 10.97 | June 6 | |
60 | NW NW sec. 16 | George Powell | Dn | 6.1 | 1 1/4 | I | Gravel and sand | Alluvium | Cy,W | S | Top of concrete cover | .8 | 1,504.07 | 4.97 | June 5 | |
61 | NW SW sec. 16 | H. C. Aurund | Dn | 10.1 | 1 1/4 | I | Gravel and sand | Alluvium | Cy,W | S | Top of concrete cover | .3 | 1,501.12 | 4.81 | June 5 | |
62 | SW NW sec. 17 | George Powell | Dr | 62.8 | 8 | Gravel and sand | Belleville | Cy,W | D,S | Top of concrete cover | .2 | 1,586.93 | 45.60 | June 5 | ||
(63) | NW NW sec 18 | Gertrude Sweet | Dr | 74. 7 | 8 | T | Gravel and sand | Belleville | Cy,W | D,S | Top of platform | 0.8 | 62.45 | July 8 | ||
64 | SW NW sec. 21 | Eugene Aurnd | Du | 25.9 | 72 | C | Gravel and sand | Alluvium | C,T | r | Top of casing, south side | 1.6 | 1,512.40 | 13.80 | June 5 | |
65 | SE NE sec 21 | H. C. Aurnd | Dn | 19.6 | 1 1/4 | I | Gravel and sand | Alluvium | N | N | Top of concrete cover | 2.0 | 1,495.13 | 8.26 | June 5 | |
66 | SW SW sec. 22 | C. Tallant | B | 25.7 | 5 | GI | Gravel and sand | Alluvium | Cy,W | D,S | Bottom of pump base | 2.1 | 1,502.87 | 17.61 | June 6 | |
67 | SW SE sec. 23 | Dan Rickel. | Du | 16.1 | 18 | GI | Gravel and sand | Alluvium | Cy,W | S | Top of 3- by 12-inch board across casing | 1.0 | 1,490.00 | 6.02 | May 29 | Formerly used for irrigation |
68 | SW SE sec. 25 | Burt Shenaman | Dr | 20.4 | 4 | Ell | Gravel and sand | Alluvium | Cy,H | S | Top of casing | .3 | 1,502.45 | 12.14 | May 29 | |
69 | NE NE sec. 26 | C. B. Sims | Dr | 27.6 | 6 | GI | Gravel and sand | Alluvium | Cy,W | S | Bottom of pump base | 1.1 | 1,497.33 | 13.06 | May 28 | |
70 | SW NW sec. 27 | L. V. Garmen | B | 43.1 | 6 | Gr | Gravel and sand | Alluvium | Cy,H | D | Top of casing | .5 | 1,502.39 | 22.69 | June 6 | |
71 | SW SW sec. 27 | L. V. Garmen | B | 29.6 | 6 | Gr | Gravel and sand | Alluvium | N | N | Top of casing | 1.2 | 1,502.07 | 23.58 | June 6 | |
72 | NE NE sec. 28 | Kelley Estate | B | 33.0 | 6 | GI | Gravel and sand | Alluvium | Cy,E | S | Top of board above casing | 1.5 | 1,502.85 | 26.00 | June 6 | |
73 | SE NW sec. 28 | Clayton Meyers | B | 28.7 | 12 | T | Gravel and sand | Alluvium | Cy,W | S | Top of platform | .7 | 1,516.42 | 20.00 | June 6 | |
74 | SW SW sec. 28 | Fred Nitcher | B | 32.8 | 8 | T | Gravel and sand | Alluvium | Cy,W | D | Top of stone cover | 2.5 | 1,508.14 | 21.54 | June 6 | |
75 | SE SW sec. 28 | C. T. Helmer | Du | 29.5 | 48 | B | Gravel and sand | Alluvium | Cy,W | S | Top of concrete cover | .2 | 1,506.13 | 23.20 | June 6 | |
76 | NW NE sec. 33 | Mayme W. Lower | B | 35.2 | 8 | T | Gravel and sand | Alluvium | P,H | D | Top of concrete cover | .8 | 1,498.06 | 24.41 | June 6 | |
77 | NW NW sec. 35 | T. J. Charles | B | 19.3 | 5 1/2 | GI | Gravel and sand | Alluvium | Cy,W | S | Top of casing | .8 | 1,486.34 | 11.09 | June 1 | |
78 | NW NW sec. 36 | John Hurley | Du | 7.3 | 40 | B | Gravel and sand | Alluvium | Cy,W | S | Top of platform | 1.2 | 1,479.67 | 4.93 | June 1 | |
79 | SE NW sec. 36 | Elmer Evert | B | 20.3 | 6 | GI | Gravel and sand | Alluvium | Cy,W | S | Top of support above casing | 2.5 | 1,485.58 | 7.76 | June 1 | |
80 | SE SW sec. 36 | F. E. Beck | Dn | 20.7 | 1 1/4 | I | Gravel and sand | Alluvium | Cy,W | S | Top of board across pit | .7 | 1,482.43 | 8.65 | June 1 | |
T. 2 S., R. 1 W. | ||||||||||||||||
81 | SW SW sec. 8 | B. B. Houdek | Du | 18.1 | 36 | R | Clay and sand | Alluvium | Cy,W | S | Top of platform | 1.9 | 4.34 | July 15 | ||
(82) | NW NW sec. 10 | Frank Chopp | Du | 7.4 | 36 | R | Limestone and clay | Greenhorn | Cy,H | S | Top of platform | 2.3 | 4.51 | July 14 | ||
83 | SE SW sec 10 | Hy Marsicek | Du | 9.2 | Limestone and clay | Greenhorn | Cy,W | S | Top of platform | .4 | 5.49 | July 14 | ||||
84 | SE NW sec. 30 | William Hirman | Dr | 169.0 | 6 | I | Sandstone | Dakota | N | N | Top of casing | .7 | 45.49 | July 11 | ||
85 | NE NW sec. 35 | School | Dr | 75.1 | 6 | GI | Sandstone | Dakota | Cy,H | Sc | Top of casing | .6 | 64.89 | Sept. 1 | ||
(86) | SW SW sec. 36 | J. P. Devore | Du | 27.9 | 42 | R | Sand and clay | Alluvium | B | D | Top of cover over well | 2.8 | 16.78 | July 16 | ||
T 2 S., R. 2 W. | ||||||||||||||||
87 | NW NE sec. 5 | Art Neubauer | Du | 36.7 | 36 | R | Gravel and sand | Belleville | Cy,W | S | Top of platform | 1.0 | 1,619.44 | 22.56 | July 15 | |
(88) | NE NW sec. 16 | Helen Gurnea | Du | 21.6 | 36 | R | do | do | Cy,W | S | Top of platform | 1.3 | 1,580.76 | 17.89 | July 15 | |
89 | NW NW sec. 20 | W. G. Splichal | Du | 19.4 | 36 | R | Weathered shale | Carlile | Cy,W | S | Top of casing | 1.3 | 1,572.36 | 9.81 | July 14 | |
(90) | NE NE sec. 26 | Heury Skucins | Du | 28.2 | 36 | R | Gravel and sand | Belleville | Cy,H | D,S | Top of platform | .7 | 1,577.80 | 27.84 | July 11 | |
91 | SW SW sec. 29 | W. G. Saip | Du | 27.1 | Limestone and clay | Greenhorn | Cy,H | N | Top of concrete block, east side | 1.3 | 1,502.76 | 9.54 | July 14 | |||
92 | SE SE sec. 34 | F. M. Barton | Du | 48.8 | 48 | R | Gravel and sand | Belleville | Cy,W | S | Top of platform | .9 | 1,603.70 | 47.15 | June 8 | |
T. 2 S., R. 3 W. | ||||||||||||||||
93 | SE SE sec. 2 | School | Dr | 43.5 | 6 | GI | Gravel and sand | Belleville | Cy,H | Bc | Top of casing, north side | .1 | 1,610.67 | 34.74 | June 11 | |
94 | SW SW sec. 12 | W. A. Seaman | Du | 17.6 | 36 | R | Gravel and sand | Belleville | Cy,W | S | Top of platform | 1.4 | 1,555.36 | 7.44 | July 16 | |
95 | SW NW sec. 14 | H. E. Nixon | Du | 47.6 | 36 | R | Gravel and sand | Belleville | Cy,W | D,S | Top of rock, east side | 1.2 | 1,625.80 | 46.19 | June 11 | Observation well |
(96) | NW NW sec. 19 | John Keratin | B | 33.4 | 5 | GI | Weathered shale | Carlile | Cy,W | D,S | Top of casing | .7 | 1,633.78 | 31.24 | May 30 | |
(97) | SW NW sec. 23 | F. W.Collins | Du | 22.3 | 60 | R | Gravel and sand | Belleville | Cy,W | S | Top of platform | 1.6 | 1,594.03 | 20.95 | June 11 | |
98 | NE NE sec. 27 | Frank Hanslick | Du | 23.6 | 42 | R | Weathered shale | Carlile | Cy,W | N | Top of platform | .9 | 1,567.25 | 8.06 | June 11 | Yield of well inadequate for stock supply |
(99) | SW SW sec. 27 | Ernest Klaumann | Dr | 157.6 | 5 1/2 | GI | Sandstone | Dakota | Cy,W | S | Bottom of pump base | .4 | 1,538.10 | 124.99 | July 16 | Too salty for domestic use |
100 | NE NW sec. 31 | A. G. Goodwin | Du | 25.4 | 36 | Weathered shale | Carlile | Cy,H | S | Top of platform | .7 | 1,563.95 | 4.62 | May 30 | Goes dry in dry years | |
101 | SW SW sec. 36 | J. W.Oliver | Dr | 72.3 | 6 | GI | Weathered shale | Carlile | Cy,W | N | Top of platform | .8 | June 8 | Well was dry | ||
T. 2 S., R. 4 W. | ||||||||||||||||
102 | NE NE sec. 3 | Belleville State Bank | B | 60.5 | 18 | T | Gravel and sand | Belleville | Cy,H | N | Top of platform | 0.7 | 1,591.72 | 50.34 | June 15 | |
103 | SW NW sec. 4 | C. R. Johnson | Du | 27.4 | 42 | CB | Gravel and sand | Belleville | Cy,W | S | Top of casing, south side | .8 | 1,546.27 | 22.39 | July 1 | |
104 | SW SW sec. 6 | Elmer Evert | Dr | 30.0 | 5 1/2 | GI | Gravel and sand | Alluvium | Cy,W | S | Top of platform | 3.1 | 1,483.72 | 17.35 | June 2 | |
105 | NE NE sec. 7 | F. E. Beck | Dr | 62.5 | 6 | GI | Gravel and sand | Belleville | Cy,W | D,S | Top of platform | .7 | 1,519.39 | 52.54 | June 2 | |
106 | SW NW sec. 7 | W. A. Emmert | B | 24.4 | 6 | GI | Gravel and sand | Alluvium | Cy,H | I | Top of outside casing | .5 | 1,478.45 | 16.30 | June 1 | Used for irrigating garden |
(107) | SE SE sec. 7 | O. A. Berggren | Dr | 42.2 | 10 | GI | Gravel and sand | Alluvium | Cy,W | D,S | Top of concrete platform | 1.0 | 1,494.98 | 33.45 | June 1 | |
108 | SE NE sec. 12 | J. H. Root | Dr | 67.9 | Weathered shale | Carlile | Cy,W | N | Top of platform | .6 | 1,666.78 | 64.08 | May 13 | |||
109 | NE NE sec. 16 | H. H. Williams | Du | 9.8 | 36 | R | Weathered shale | Carlile | N | N | Top of rock in casing, northeast side | .2 | 1,526.04 | 4.76 | July 6 | |
110 | SE NE sec. 19 | A. P. Rosene | B | 38.8 | 10 | GI | Gravel and sand | Alluvium | Cy,W | D | Top of platform | .0 | 1,482.84 | 28.86 | June 2 | |
111 | NW SW sec. 20 | Ole Johnson | Du | 20.6 | 42 | B | Gravel and sand | Alluvium | Cy,W | D | Top of platform | .2 | 1,490.26 | 18.75 | June 2 | |
112 | SW SW sec. 22 | Alvin Mercer | Du | 37.8 | 42 | T,B | Weathered shale | Carlile | Cy,W | S | Top of 3- by 12-inch board beneath pump | 1.9 | 1,551.95 | 24.22 | June 15 | |
113 | NW NW sec. 29 | George Simmons | B | 42.5 | 6 | GI | Sand and gravel | Alluvium | Cy,H | S | 1,480.54 | 31 | June 2 | |||
114 | NW NW sec. 31. | Horton Johnson | Dn | 25.7 | Hi | I | Sand and gravel | Alluvium | P,H | S | Top of pump base, cylinder removed | 1.7 | 1,463.47 | 18.98 | June 2 | |
115 | NE SE sec. 33 | Pearl Boman | Du | 40.2 | 36 | B | Weathered shale | Carlile | Cy,W | S | Top of platform | .3 | 1,533.39 | 28.92 | June 16 | |
T. 1 S., R. 6 W. | ||||||||||||||||
116 | NW NE sec. 1 | E. E. McClure | Dn | 1 1/4 | I | Sand and gravel | Alluvium | Cy,W | S | Top of platform | .5 | 1,480.40 | 5.66 | June 1 | ||
117 | NE NE sec. 2 | E. E. McClure | Du | 12.4 | 48 | CB | Sand and gravel | Alluvium | Cy,W | D,S | Top of platform | .7 | 1,475.89 | 7.14 | June 1 | |
(118) | SE NW sec. 2 | Joe Erkenbrach | Dn | 19.3 | 1 1/4 | I | Sand and gravel | Alluvium | P,H | D | Top of pump base, cylinder removed | 1.9 | 1,479.64 | 12.66 | July 7 | |
119 | SW SW sec. 5 | E. J. Elliot | Dr | 35.4 | 6 | T | Gravel and sand | Alluvium | Cy,W | S | Top of platform | 1.4 | 1,513.35 | 21.28 | July 8 | |
120 | NE NW sec. 6 | W. A. Angle | Du | 28.8 | 60 | R | Gravel and sand | Alluvium | Cy,W | D,S | Top of platform | .8 | 17.10 | July 8 | ||
121 | NW NW sec. 10 | John Moore | Du | 19.5 | 36 | B | Gravel and sand | Alluvium | Cy,H | N | Top of platform | 1.1 | 1,550.40 | 15.15 | July 8 | |
122 | SW SW sec. 10 | Carl Wieland | Du | 20.0 | 36 | B | Gravel and sand | Alluvium | Cy,W | S | Top of platform | 2.0 | 1,531.50 | 15.91 | July 8 | |
123 | NW NW sec. 11 | T. B. Davidson | B | 55.4 | 6 | T | Weathered shale | Carlile | Cy,W | N | Top of platform | 1.2 | 1,571.54 | 32.45 | July 7 | |
124 | SW SE sec. 11 | A. Johnson | Du | 5.8 | 36 | B | Weathered shale | Carlile | N | N | Top of board across top of well | .1 | 1,506.54 | 4.88 | July 7 | |
125 | SE NW sec. 13 | Elmer Evert | B | 17.7 | 10 | GI | Sand and gravel | Alluvium | N | N | Top of casing. north side | .0 | 1,465.40 | 5.82 | June 2 | |
126 | NW NE sec. 14 | A. Anderson | Du | 20.1 | 36 | R | Sand and clay | Alluvium | Cy,W | N | Top of board at south side of well | .2 | 1,503.98 | 8.86 | July 7 | |
127 | NW NW sec. 14 | W. W. Anderson | Du | 44.6 | 36 | Weathered shale | Carlile | N | N | Top of platform | .8 | 1,554.58 | 38.74 | July 8 | ||
128 | SE SE sec. 14 | J. D. Weir | Du | 18.6 | 36 | B | Sand and clay | Alluvium | Cy,W | S | Top of platform | 1.1 | 1,467.42 | 15.47 | July 8 | |
129 | SE SE sec. 15 | Sophia Hoffman | B | 28.9 | 8 | T | Weathered shale | Carlile | Cy,W | N | Top of tile, west side | .7 | 1,509.42 | 9.42 | July 8 | |
130 | NE NE sec. 21 | W.S. Weir | B | 30.3 | 8 | T | Weathered shale | Carlile | N | N | Top of platform | .3 | 1,536.66 | 22.56 | July 8 | |
131 | SW SE sec. 23 | W. E. Linden | Du | 16.3 | 36 | B | Sand and clay | Alluvium | Cy,H | D,S | Top of platform | 1.5 | 1,461.97 | 11.20 | July 8 | |
132 | SW SW sec. 25 | Ted Larsen | Du | 11.5 | 42 | R | Sand and gravel | Alluvium | Cy,H | D | Top of platform | .2 | 1,453.031 | 7.61 | July 8 | |
133 | SE SE sec. 26 | Ted Larsen | B | 48.0 | Sand and clay | Alluvium | Cy | N | Top of tile, west side | 1.4 | 1,501.80 | 36.39 | July 8 | |||
134 | SE NE sec. 28 | Hy Osborne | B | 45.5 | 12 | T | Weathered shale | Carlile | Cy,W | S | Top of tile, south side | .9 | 1,518:37 | 34.91 | July 8 | House abandoned |
135 | NW NW sec. 35 | Dwain Johnson | B | 47.2 | 8 | T | Weathered shale | Carlile | Cy,W | D,S | Top of tile, east side | 1.8 | 1,508.70 | 28.73 | July 8 | |
136 | SW SW sec 35 | C. T. Magnason | Du | 28.8 | 42 | B | Sand and clay | Alluvium | Cy,W | N | Top of platform | .4 | 1,480.05 | 11.34 | July 8 | Formerly a stock well |
137 | NE NW sec. 36 | Carl Lindecrantz | Du | 11.6 | 36 | N | Sand and clay | Alluvium | Cy,H | D,S | Top of platform | .2 | 1,450.50 | 7.12 | July 8 | Well at house is 30 feet deep and reported dry |
T. 3 S., R. 1 W. | ||||||||||||||||
138 | SW SW sec. 8 | City of Cuba | Dr | 217 | 10 | I | Sandstone | Dakota | Cy,E | P | Reported yield, 30 g.p.m | |||||
139 | SE SW sec. 8 | City of Cuba | Dr | 217 | 10 | I | Sandstone | Dakota | Cy,E | P | ||||||
140 | NW SW sec. 26 | School | Dr | 32.8 | 5 1/2 | GI | Sand and clay | Alluvium | Cy,H | Sc | Top of casing | .5 | 11.87 | July 16 | ||
141 | SE SW sec. 29 | J. Kopsa | Dr | 13.5 | 36 | R | Sand and clay | Alluvium | Cy,H | N | Top of casing, north side | .2 | 12.05 | July 20 | ||
142 | SE SE sec. 34 | D. L. Beckenridge | Dr | 91.2 | 4 | GI | Sandstone | Dakota | Cy,W | S | Top of casing | .7 | 34.95 | July 20 | ||
T. 3 S., R. 2 W. | ||||||||||||||||
(143) | NW NE sec. 2 | School | Dr | 37.9 | 6 | Gl | Gravel and sand | Belleville | Cy,H | Sc | Top of casing | .3 | 34.09 | June 8 | ||
144 | NE NE sec. 4 | W. G. Saip | Du | 15.4 | 40 | R | Weathered shale | Carlile | Cy,H | N | Top of platform | 1.0 | 12.88 | June 8 | ||
145 | SE SE sec. 26 | J. M. Houdek | Du | 15.5 | 40 | R | Sand and clay | Alluvium | B | S | Top of platform | .6 | 5.95 | July 20 | ||
146 | SE NE sec. 29 | M. M. Kasl | Du | 42 | R | Limestone and clay | Greenhorn | N | N | Top of platform | .3 | 4.05 | July 10 | |||
T. 3 S., R. 3 W. | ||||||||||||||||
147 | SW SE sec. 1 | Warren Shambu | Du | 72.5 | 36 | R | Limestone and clay | Greenhorn | Cy,W | N | Top of platform | .2 | 59.35 | July 13 | ||
148 | SW SW sec. 6 | E. D. Reddlebarger | Du | 42 | R | Weathered shale | Carlile | Cy,H | N | Top of casing, northwest side | .0 | 4.90 | July 6 | |||
(149) | SW SW sec. 7 | Peter Maxton | Du | 25.8 | 40 | R | Weathered shale | Carlile | Cy,W | S | Top of platform | .5 | 13.67 | July 21 | ||
150 | SW SW sec. 9 | J. W. Williams | Dr | 154 | 6 | I | Sandstone | Dakota | Cy,H | D,S | Aug. 31 | |||||
(151) | NE NE sec. 13 | Ames Frint | Dr | 121.0 | 5~ | GI | Sandstone | Dakota | Cy,W | S | Top of casing west side | .2 | 60.35 | July 10 | ||
152 | NW SW sec. 24 | W. E. Keith | Dr | 198.0 | 6 | GI | Sandstone | Dakota | Cy,W | N | Top of casing | .4 | 120.42 | July 9 | ||
153 | NW NE sec. 27 | O. L. Dooley | Dr | 160 | 6 | GI | Sandstone | Dakota | Cy,W | D,S | Sept. 7 | |||||
154 | SE NE sec. 29 | Cooper | Dr | 184 | 6 | GI | Sandstone | Dakota | Cy,W | D,S | Top of casing | .8 | 110.74 | Aug. 31 | ||
(155) | NE NE sec. 30 | School | Dr | 97.2 | 5 1/2 | GI | Sandstone | Dakota | Cy,H | Sc | Top of casing | .6 | 78.01 | July 21 | ||
156 | SW SW sec. 31 | H. H. Beasley | Dr | 100+ | 5 1/2 | GI | Sandstone | Dakota | Cy,H | D,S | Bottom of pump base | .4 | 27.72 | July 21 | ||
(157) | SE SE sec. 35 | Lawrence Walter | Du | 23.6 | 36 | R | Limestone and clay | Greenhorn | Cy,W | S | Top of platform | 2.0 | 13.42 | July 8 | ||
T. 3 S., R. 4 W. | ||||||||||||||||
158 | SE SE sec. 1 | A. J. Dickerman | B | 19.3 | 4 | T | Weathered shale | Carlile | N | N | Top of casing, west side | 0.3 | 16.25 | June 6 | Used as observation well | |
159 | SE SE sec. 3 | C.E.Hall | Du | 16.5 | 36 | R | Weathered shale | Carlile | Cy,H | N | Top of platform | 1.5 | 9.08 | June 2 | ||
160 | NE NE sec. 5 | Lottie Lervold | Du | 23.8 | 42 | R | Weathered shale | Carlile | Cy,H | S | Top of platform | .9 | 1,485.34 | 9.16 | June 2 | |
161 | NW NW sec. 7 | Ed Swanson | Dn | 21.0 | 1.5 | GP | Sand and gravel | Alluvium | P,H | D | Top of pump base, cylinder removed | 1.5 | 1,452.69 | 13.60 | July 8 | |
162 | SW NE sec. 9 | Larson | Du | 45.2 | 42 | R | Weathered shale | Carlile | Cy,W | S | Top of platform | .9 | 1,523.87 | 37.09 | June 3 | Temporarily not in use |
163 | SW SW sec. 9 | Lyle Ocobock | Du | 67.3 | 36 | R | Limestone | Greenhorn | Cy,W | N | Top of pump base | .0 | 1,502.88 | 65.47 | June 3 | Reported as having been dry for four years |
(164) | SE SE sec. 9 | Grant Berggreo | Dr | 69.2 | 8 | T | Limestone | Greenhorn | Cy,W | D,S | Top of platform | .4 | 1.503.10 | 51. 70 | June 3 | |
165 | SE SE sec. 15 | Nellie A. Nelson | B | 14.1 | 8 | T | Weathered shale | Carlile | Cy,W | S | Top of platform | .8 | 1,485.71 | 9.69 | June 4 | Located in pit, 4 feet deep |
166 | NW SW sec. 16 | Sam Summers | B | 30.5 | 10 | I | Sand and gravel | Alluvium | Cy,H | S | Top of platform | .3 | 1,440.24 | 10.81 | June 3 | |
167 | NE NE sec. 17 | William Moe | Dn | 22.9 | 1 1/4 | GP | Sand and gravel | Alluvium | P,H | D | Top of pump base, cylinder removed | 2.1 | 1,447.11 | 18.55 | June 5 | Located on north side of 4th st., between Grant and Washington streets |
168 | NE NE sec. 17 | Home Oil Co | Dn | 21.2 | 1 1/4 | GP | Sand and gravel | Alluvium | Cy,H | D | Top of pump base, cylinder removed | 2.2 | 1,444.71 | 16.19 | June 5 | At intersection of 4th and Washington streets |
169 | SE NE sec. 17 | City of Scandia | Du | 31.2 | 240 | CB | Sand and gravel | Alluvium | T,E,T | P | Edge of manhole | .4 | 10.11 | June 5 | Standby municipal well | |
170 | NW NE sec. 17 | Walter Anderson | Dn | 17.9 | 1 1/4 | GP | Sand and gravel | Alluvium | Cy,H | D | Top of pump base, cylinder removed | 1.4 | 1,435.84 | 9.03 | June 5 | At intersection of 4th and Water streets |
171 | SW SE sec. 17 | Walter Anderson | Dn | 12.5 | 1 1/4 | GP | Sand and gravel | Alluvium | Cy,H | D | Top of pump base, cylinder removed | 1.5 | 1,434.80 | 8.74 | June 5 | 400 feet south and 200 feet west of well 170 and 30 feet east of river |
172 | SW NE sec. 17 | City of Scandia | Du | 11.3 | 48 | C | Sand and gravel | Alluvium | N | N | Top of 2- by 10-inch board across top of well | 2.7 | 1,435.23 | 8.70 | June 5 | Abandoned municipal well equipped with automatic water-stage recorder |
(173) | NW SE sec. 17 | City of Scandia | Dr | Sand and gravel | Alluvium | T,E | P | |||||||||
174 | NE NW sec. 18 | Paul Ericson | Dn | 16.7 | 1 1/4 | GP | Sand and gravel | Alluvium | Cy,H | D | Top of platform | .1 | 1,439.29 | 6.48 | July 3 | About 10 feet south of house |
175 | SW SE sec. 28 | Carl Larson | Du | 40.6 | 36 | B | Limestone | Greenhorn | N | N | Top of wooden curb | 2.9 | 1,459.86 | 37.31 | June 4 | Formerly equipped with rope and bucket |
(176) | NE SE sec. 29 | Benjamin Lervold | Dn | 13.5 | 1 1/4 | GP | Sand and gravel | Alluvium | P,H | S | Top of pump base, cylinder removed | 1.7 | 1,424.14 | 6.84 | June 4 | |
177 | NE NE sec. 31. | Gus Gwennersteen | Du | 17.2 | 48 | R | Sand and gravel | Alluvium | Cy,H | D | Top of platform | .3 | 1,435.86 | 11.59 | June 25 | |
178 | SW SW sec. 29 | Evald Peterson | Dn | 15.6 | 1 1/4 | GP | Sand and gravel | Alluvium | P,H | D | Top of pump base, cylinder removed | 1.9 | 1,424.30 | 4.18 | June 25 | |
179 | SE NE sec. 32 | E.J. Melby | Dn | 20.0 | 1 1/4 | GP | Sand and gravel | Alluvium | P,H | S | Top of pump base, cylinder removed | 2.3 | 1,421.28 | 7.64 | June 4 | |
180 | SE SE sec. 33 | Carl Hugos | Du | 26.5 | 30 | B | Sand and gravel | Alluvium | Cy,H | S | Top edge of 3- by 12-inch board in platform | .3 | 1,434.20 | 22.99 | June 4 | |
T. 3 S., R. 5 W. | ||||||||||||||||
181 | SW NW sec. 2 | John Naslund | Dr | 41.0 | 10 | GI | Weathered shale | Carlile | N | N | Top of casing, south side | 1.5 | 1,493.61 | 19.88 | July 8 | Original depth, 180 feet. Water too salty for use |
182 | SW NW sec. 2 | John Naslund | Du | 25.5 | 36 | R | Weathered shale | Carlile | B,H | S | Top of casing, north side | 1.0 | 1,486.53 | 11.63 | July 8 | |
183 | SW NW sec. 3 | Downing | B | 31.4 | Weathered shale | Carlile | Cy,H | N | Top of casing, west side | .3 | 1,514.99 | 21.01 | July 8 | |||
184 | NE NE sec. 6 | Josephine Makin | B | 46.0 | 12 | T | Weathered shale | Carlile | Cy,W | N | Top of casing, east side | 1.2 | 24.69 | July 22 | ||
185 | SW NW sec. 9 | C. A. Peterson | B | 35.9 | 10 | T | Weathered shale | Carlile | Cy,H | N | Top of platform | 0.5 | 22.73 | July 22 | ||
186 | SE SE sec. 13 | Fred Jackson | B | 56.2 | 16 | T | Weathered shale | Carlile | Cy,W | S | Top of 2-inch board across casing | 2.2 | 1,496.85 | 45.08 | June 25 | |
187 | SW SW sec. 16 | City of Courtland | Du | Weathered shale | Carlile | Cy,G | N | Top edge of manhole cover | 0 | 18.23 | June 10 | Formerly public-supply well, west well | ||||
188 | SW SW sec. 16 | City of Courtland | Du | 53.2 | Weathered shale | Carlile | Cy,G | N | Top edge of manhole cover | 0.5 | 18.82 | June 10 | Formerly public-supply well, east well | |||
189 | SE SE sec. 16 | City of Courtland | B | 67 | 16 | I | Gravel and sand | Pleistocene(?) | T,E | P | 27 | June to | Reported yield, 75 g.p.m | |||
190 | NW NE sec. 24 | Phebe Erickson | Du | 40.1 | 42 | R | Weathered shale | Carlile | Cy,W | D,S | Top of platform | .3 | 1,497.75 | 31.09 | June 26 | |
(191) | NW NW sec. 25 | M. E. Humphrey | Dr | 64.0 | 10 | GI | Shale | Carlile | Cy,W | S | Top of tile, level with platform | 1.6 | 1,495.97 | 35.86 | June 26 | Owner reports shale at depth of 28 ft.: no water above shale |
192 | SW SE sec. 26 | H. J. Anderson | Du | 48.9 | 36 | R | Weathered shale | Carlile | Cy,W | N | Top of platform | .1 | 1,468.03 | 25.65 | June 26 | |
193 | NE SE sec. 31 | Fred Mainquist | Dr | 134.2 | 5 1/2 | GI | Sandstone | Dakota | N | N | Top of casing, north side | .1 | 49.69 | July 22 | Water salty: shallow wells dry | |
(194) | NW NW sec. 32 | Edd Mainquist | Dr | 116.3 | 6 | I | Sandstone | Dakota | Cy,W | S | Bottom edge of pump base | .5 | 17.91 | July 22 | ||
195 | SE NE sec. 35 | J. E. Thomas | Dr | 100+ | 6 | T | Sandstone | Dakota | Cy,W | S | Top of platform | 1.3 | 1,476.77 | 53.95 | June 27 | |
T. 4 S., R. 1 W. | ||||||||||||||||
196 | SE SW sec. 7 | Cibolsky | Du | 31.6 | 42 | R | Sandstone | Dakota | Cy,H | S | Top of platform | 0.9 | 20.34 | July 10 | ||
(197) | NW NW sec. 13 | Rachel Myers | Du | 38.0 | 36 | R | Sandstone | Dakota | Cy,H | S | Top of platform | .3 | 21.08 | July 16 | ||
198 | NW SE sec. 16 | G. W. Rymall | Du | 33.1 | 36 | B | Sandstone | Dakota | N | N | Top of casing, northeast side | .1 | 32.80 | July 13 | ||
199 | NW SW sec. 24 | J. H. Kalivoda | Dr | 147.0 | Sandstone | Dakota | Cy,W | S | Top edge of 2- by 8-inch board above casing | 1.9 | 83.95 | July 16 | ||||
200 | SW SW sec. 35 | S. Broadfoot | Du | 39.6 | 36 | B | Sandstone | Dakota | Cy,W | S | Top of platform | .2 | 37.14 | July 16 | ||
201 | NE NW sec. 36 | C. E. Erickson | Du | 33.5 | 36 | R | Sandstone | Dakota | N | N | Top of platform | .2 | 33.45 | July 16 | ||
(202) | SE NW sec. 36 | C. E. Erickson | Du | 38.4 | 42 | R | Sandstone | Dakota | Cy,W | D,S | Top of platform | 1.6 | 36.15 | Aug. 23 | ||
T. 4 S., R. 2 W. | ||||||||||||||||
203 | NW SE sec. 9 | Burlington Railroad | Du | 46.2 | 36 | R | Sandstone | Dakota | N | N | Top of casing | .3 | 43.40 | July 13 | Located north of depot at Wayne | |
(204) | SW SE sec. 9 | Burlington Railroad | Du | 52.3 | 120 | R | Sandstone | Dakota | Cy,W | D | Top of platform | 2.0 | 39.64 | July 13 | ||
205 | NW SW sec 15 | Mrs. C. A. Chapman | Du | 35.5 | 36 | R | Sandstone | Dakota | Cy,H | N | Top of platform | .5 | 23.30 | July 10 | ||
206 | SE SE sec. 15 | H. D. Bolles | Du | 6.3 | 36 | R | Sandstone | Dakota | Cy,W | S | Top of platform | 1.0 | 3.34 | July 13 | ||
(207) | NW SW sec. 18 | Adlord Hubert | Du | 26.8 | 36 | B | Sand | Alluvium | Cy,H | D | Top of platform | .3 | 16.35 | July 13 | ||
(208) | NW NW sec. 20 | H Morgsion | Dr | 70 | 6 | GI | Sandstone | Dakota | Cy,W | D,S | Top of platform | 1.2 | 12.25 | July 13 | ||
T. 4 S., R. 3 W. | ||||||||||||||||
(209) | SE NE sec. 1 | Glenn B. Snapp | Du | 42.9 | 42 | R | Gravel and sand | Pleistocene | Cy,E | S | Top of platform | .8 | 33.53 | Aug. 21 | Used as observation well | |
210 | NE NE sec. 3 | F. K. Novak | Dr | 209 | 5 | I | Sandstone | Dakota | Cy,W | S | Aug. 31 | Water is salty | ||||
211 | NW NW sec. 4 | E. W. Runft | Dr | 111.3 | 5 | I | Sandstone | Dakota | Cy,W | S | Top of platform | .8 | Aug. 31 | Pump caking, could not measure water level | ||
212 | SE SE sec 5 | Lash | Dr | 108.5 | 5 1/2 | GI | Sandstone | Dakota | Cy,W | N | Top of casing | .2 | 71.66 | July 21 | ||
213 | SE NE sec. 12 | School | Du | 33.9 | 40 | R | Sand | Alluvium | Cy,H | S | Top of platform | .5 | 26.13 | Aug. 20 | ||
214 | SW SW sec. 14 | M. M. Fate | Dr | 260 | 6 | I | Sandstone | Dakota | Cy,W | D.S | Top of casing | .9 | 62.25 | Aug. 31 | Water reported to be very corrosive | |
(215) | SE SE sec. 14 | William Krohn | Dr | 64.2 | 6 | GI | Sandstone | Dakota | Cy,W | B | Top of platform | .7 | 51. 35 | Aug. 22 | Located about 250 feet north of house | |
216 | SE SE sec. 14 | William Krohn | Du | 42.3 | 42 | R | Sandstone | Dakota | Cy,H | S | Top of platform | .3 | 40.69 | Aug. 20 | Located about 25 feet north of house | |
(217) | SW NW sec. 15 | E. Krohn | Du | 25.8 | 36 | R | Sandstone | Dakota | Cy,W | S | Top of rock curb | 0.7 | 19.46 | Aug. 20 | ||
2I8 | SW SW sec. 16 | A. C. Jewell | Dr | 128.4 | 5 1/2 | GI | Sandstone | Dakota | N | N | Top of casing, east side | .6 | 68.06 | July 9 | ||
219 | NW NW sec. 22 | C. B. Carbutt | Du,Dr | 31.3 | 42 | R | Sandstone | Dakota | Cy,W | D,S | Top of platform | .3 | 17.44 | June 22 | Dug 25 feet, deepened by drilling | |
T. 4 S., R. 4 W. | ||||||||||||||||
220 | SW NW sec. 3 | E. M. Eastvedt | Du | 29.8 | 42 | B | Sand and gravel | Alluvium | Cy,W | D,S | Top edge of 2- by 12-inch board | 2.0 | 1,435.27 | 27.30 | June 4 | |
221 | SE SE sec. 4 | Victor Herman | Du | 20.5 | 48 | B | Sand and gravel | Alluvium | Cy,H | D | Top of concrete curb | .4 | 1,428.80 | 19.92 | June 4 | |
222 | NW NW sec. 6 | Sophie Munson | Dr | 69.3 | 5 1/2 | GI | Limestone | Greenhorn | Cy,H | D,S | Top of casing | 13 | 1,471.66 | 45.89 | June 27 | |
223 | NW NE sec. 7 | Edward Isaccson | Du,Dr | 49.2 | Limestone | Greenhorn | Cy,W | D,S | Top of platform | .7 | 1,450.21 | 40.76 | June 27 | Dug 34.3 feet, deepened by drilling | ||
224 | SE NE sec. 7 | Swen Carlson | Dr | 50.3 | 5 1/2 | GI | Limestone | Greenhorn | Cy,W | S | Bottom of pump base | .3 | 1,441.66 | 32.98 | June 25 | |
225 | NE NWsec. 7 | Swen Larson | Dr | 50.4 | 5 1/2 | GI | Limestone | Greenhorn | Cy,W | D,S | Top of platform | .3 | 1,421.60 | 18.03 | June 25 | |
226 | SW SW sec. 12 | Tootle Farms Co | Dr | 43.0 | 5 1/2 | GI | Limestone | Greenhorn | Cy,W | S | Bottom of pump base | 1.2 | 12.26 | July 21 | ||
(227) | NW NW sec. 14 | Carl Hugos | Dr | 125.8 | 8 | I | Limestone | Greenhorn | Cy,W | S | Top of casing, west side | .4 | 1,464.82 | 67.69 | June 6 | |
228 | SE NE sec. 19 | W. J. Dunlap | Dr | 91.7 | Limestone | Greenhorn | Cy,W | S | Top of casing | .3 | 1,451.36 | 56.05 | June 27 | |||
229 | SE SE sec. 19 | N. A. Christianson | Dr | 112.0 | 5 1/2 | GI | Limestone | Greenhorn | Cy,W | N | Top of casing, southwest side | .4 | 1,499.50 | 97.82 | June 27 | |
230 | NE SW sec. 21. | Lloyd Blosser | Du | 48.0 | 24 | GI | Sand and gravel | Alluvium | T,G | N | Top of casing, south side | .2 | 1.401. 60 | 6.65 | June 22 | Used as an irrigation well from 1931 to 1935. Damaged by flood in 1935 |
231 | NE SE sec. 23 | P. T. Gile | Dr | 124.0 | 5 1/2 | GI | Limestone | Greenhorn | N | N | Top of casing, south side | 3.6 | 1,474.35 | 41.94 | June 22 | Just completed, not yet equipped with pump |
232 | NW SW sec. 26 | J. F. Kullberg | Dr | 44.4 | 5 1/2 | GI | Sand and clay | Alluvium | Cy,W | S | Top of casing, west side | .7 | 1,419.24 | 28.02 | June 6 | |
233 | SW SW sec. 26 | J. F. Kullberg | Du | 32.3 | 30 | R | Sand and clay | Alluvium | Cy,H | N | Top of platform | .4 | 1,417.31 | 28.69 | June 6 | Formerly a domestic well |
234 | NE SE sec. 27 | Russell Jacobsen | Du | 34.1 | 36 | R | Sand and gravel | Alluvium | Cy,W | S | Top of platform | .4 | 1,420.27 | 30.64 | June 6 | |
235 | SE SE sec. 27 | L. H. Steosass | Du | 27.3 | 36 | R | Sand and gravel | Alluvium | Cy,W | S | Top of platform, east of pump | 1.5 | 1,411.44 | 23.94 | June 6 | |
236 | SW SW sec 29 | W. H. Christensen | Du | 51 | 36 | R | Sand and gravel | Alluvium | Cy,H | D | Top of platform | .3 | 1,424.13 | 36.60 | June 27 | |
(237) | SW SW sec. 32 | John Lundblade | Dr | 34.7 | 4 | I | Sand and gravel | Alluvium | Cy,H | D | Top of platform | .2 | 1,407.37 | 22.22 | June 27 | |
238 | SW SE sec. 33 | Morris McGreggor | Du | 19.3 | 72 | R | Sand and gravel | Alluvium | N | N | Top of 2- by 6-inch board | 1.1 | 1,397.26 | 12.32 | July 9 | Formerly used for irrigation |
(239) | NE SE sec. 36 | Orval Barleen | Dr | 74.7 | 26 | R | Limestone | Greenhorn | Cy,W | D,S | Top of platform | 1.0 | 1,472.81 | 51.49 | June 6 | Dug 43 feet, deepened by drilling |
T. 4 S., R. 5 W. | ||||||||||||||||
240 | SW NW sec. 7 | Ira Blanding | Dr | 38.9 | Limestone | Greenhorn | Cy,W | S | Top of casing | .9 | 16.02 | July 22 | ||||
241 | NW SW sec. 7 | Pete A. Hansen | Du | 41.6 | 36 | R | Limestone | Greenhorn | Cy,H | D,S | Top of platform | 1.9 | 13.40 | July 31 | ||
242 | NW NE sec. 22 | O. W. Carlson | Dr | 123.2 | Sandstone | Dakota | Cy,W | S | Top of platform | .3 | 102.83 | July 22 | ||||
243 | SW NW sec. 23 | Minnie Houghton | Dr | 127.81 | 6 | GI | Sandstone | Dakota | Cy,W | S | Top of casing | .5 | 115.50 | July 22 | ||
(244) | NW NW sec. 30 | Aaron Carlsen | Dr | 84.0 | 6 | GI | Sandstone | Dakota | Cy,W | S | Top of casing, north side | .7 | 29.39 | July 22 | ||
T. 5 S., R. 2 W. | ||||||||||||||||
245 | NW SW sec. 25 | W. T. Wright | Dr | 65.6 | 18 | GI | Sand and gravel | Alluvium | T,E | I | Top of casing, west side | .8 | 18.31 | May 26 | Constructed May, 1942 | |
T. 5 S., R. 3 W | ||||||||||||||||
246 | SW SW sec. 6 | G. H. Bassett | Du | 34.7 | 40 | C | Sandstone | Dakota | Cy,W | S | Top of casing | 1.0 | 1,423.71 | 33.30 | Aug. 10 | |
247 | SE SE sec. 7 | C. D. Avery | Du | 55.0 | 36 | R | Sandstone | Dakota | Cy,W | D,S | Top of platform | .5 | 1,400.33 | 51.55 | Aug. 10 | |
248 | SW SW sec. 10 | S. J. Swenson | Dr | 97.0 | 5 | GI | Sandstone | Dakota | Cy,W | D,S | Top of platform | .3 | 1,429.19 | 57.65 | Aug. 11 | |
249 | SW SW sec. 16 | Mrs. Mary Murdock | Dr | 33.0 | 5 | GI | Sand and gravel. | Alluvium | Cy,W | S | Top of casing | .0 | 1,373.06 | 30.70 | Aug. 11 | |
250 | NE NW sec. 17 | C. Sjogren | Du | 54.5 | 30 | R | Sandstone | Dakota | N | N | Top of concrete curb | 1.2 | 1,409.13 | 54.50 | Aug. 11 | |
251 | SW NW sec. 20 | G. L. Swenson | Dr | 28.0 | 6 | GI | Sand and gravel | Alluvium | Cy,W | D,S | Top of platform | .5 | 1,356.75 | 12.00 | Aug. 11 | |
252 | NE SW sec. 21 | Ralph Miller | Dr | 22.5 | 5 | GI | Sand and gravel | Alluvium | Cy,H | S | Top of platform | .3 | 1,358.84 | 13.44 | June 27 | Dug well deepened by drilling |
253 | SW NW sec. 22 | War Prison Camp | Dr | 78 | 18 | C | Sand and gravel | Alluvium | N | N | Top of casing | War Prisoner Camp well 1; too salty to use | ||||
254 | SW NW sec. 22 | War Prison Camp | Dr | 77 | 18 | C | Sand and gravel | Alluvium | N | N | Top of casing | War Prisoner Camp well 2; too salty to use | ||||
255 | NW NW sec. 28 | War Prison Camp | Dr | 51 | 18 | C | Sand and gravel | Alluvium | T,E | D | Top of casing | Water supply for prison | ||||
256 | NW NW sec. 28 | War Prison Camp | Dr | 48 | 18 | C | Sand and gravel | Alluvium | T,E | D | Top of casing | Water supply for prison | ||||
257 | NW SW sec. 28 | Warren Weitzel. | Dn | 18.7 | 1 1/4 | GP | Sand and gravel | Alluvium | P,E | S | Top of pump base, cylinder removed | 1.7 | 10.41 | June 24 | ||
258 | SE SE sec. 29 | City of Concordia | Dr | 122 | 18 | C | Sand and gravel | Alluvium | A,E | P | Concordia well No. 8 | |||||
259 | SE SE sec. 29 | City of Concordia | Dr | 122 | 18 | C | Sand and gravel | Alluvium | A,E | P | Concordia well No. 7 | |||||
260 | SW NW sec. 31 | Roy Ward | Du | 54.0 | 8 | I | Sand and gravel | Alluvium | C,G | I | Top of wooden cover | .2 | 1,372.75 | 21.65 | Aug. 20 | Well was dug 28 feet and then deepened by drilling |
261 | NE NE sec. 32 | City of Concordia | Dr | 122 | 18 | C | Sand and gravel | Alluvium | A,E | P | Concordia well No. 4 | |||||
262 | NE NE sec. 32 | City of Concordia | Dr | 122 | 18 | C | Sand and gravel | Alluvium | A,E | P | Concordia well No. 6 | |||||
263 | NE NE sec. 32 | City of Concordia | Dr | 122 | 18 | C | Sand and gravel | Alluvium | A,E | P | Concordia well No. 1 | |||||
264 | NE NE sec. 32 | City of Concordia | Dr | 122 | 18 | C | Sand and gravel | Alluvium | A,E | Concordia well No. 3 | ||||||
265 | NW NE sec. 32 | City of Concordia | Dr | 122 | 18 | C | Sand and gravel | Alluvium | A,E | Concordia well no. 5 | ||||||
266 | NW NE sec. 32 | City of Concordia | Dr | 122 | 18 | C | Sand and gravel | Alluvium | A,E | Concordia well No. 2 | ||||||
267 | SE SE sec. 32 | City of Concordia | Dr | 250 | 10 | I | Sandstone | Dakota | T,E | Located beside water tower | ||||||
268 | SE SW sec. 34 | City of Concordia | Dr | 150 | 10 | I | Sandstone | Dakota | T,E | Located near fair grounds at 10th and Niagra streets | ||||||
T. 6 S., R. 4 W. | ||||||||||||||||
269 | SW NW sec. 2 | G. C. Dutton | Du | 24.3 | 30 | R | Sand and gravel | Alluvium | N | N | Top of platform | .5 | 1,398.99 | 19.45 | Aug. 10 | |
270 | SE SE sec. 8 | C. Hitchcox | Dr | 22.6 | 5 | GI | Sand and gravel | Alluvium | Cy,W | S | Top of platform | .5 | 1,387.85 | 12.30 | Aug. 19 | |
271 | SE SW sec. 10 | R. H. Hanson | Dn | 21.2 | 1 1/4 | GP | Sand and gravel | Alluvium | Cy,H | S | Top of platform | .5 | 1,378.52 | 8.38 | Aug. 20 | |
272 | NE NW sec. 11 | E. S. Lagasse | Du | 3 | Sand and gravel | Alluvium | Cy,W | D,S | Top of platform | 1.0 | 1,390.76 | 47.58 | Aug. 10 | |||
273 | NW NW sec. 12 | J. R. Poore | B | 48.2 | 5 | GI | Sandstone | Dakota | Cy,W | D | Top of casing | -6.0 | 1,426.93 | 46.30 | Aug. 10 | |
274 | SE SE sec. 18 | C. McMillan | Dr | 48.0 | 6 | GI | Sandstone | Dakota | Cy,W | D,S | Bottom of pump base: | 1.2 | 1,404.23 | 33.62 | Aug. 17 | |
275 | SW SW sec. 19 | P. A. Paulsen | Du | 18.0 | 40 | R | Sand and gravel | Alluvium | Cy,H | S | Top of platform | 1.3 | 1.383.17 | 9.00 | Aug. 18 | |
276 | SW NE sec. 25 | Frank Hannum | Dr | 78 | 4 | I | Sand and gravel | Alluvium | C,G | I | Top of platform | .0 | 7.50 | June 24 | Gravel reported at depth of 50 feet, sandstone at 55 feet | |
277 | NW SW sec. 26 | M.V.B. Van De Mark | Dn | 31.0 | 1 1/2 | GP | Sand and gravel | Alluvium | Cy,H | D | Top of platform | .0 | 1,374.59 | 19.58 | Aug. 20 | |
278 | SE SW sec. 26 | M.V.B. Van De Mark | Dr | 54.5 | 5 | GI | Sandstone | Dakota | Cy,W | S | Bottom of pump base | .0 | 1,392.16 | 32.86 | Aug. 20 | |
279 | SE NE sec. 28 | J. P. Jones | Dr | 119.0 | 6 | GI | Sandstone | Dakota | Cy,W | S | Top of platform | .0 | 1,411.31 | 37.75 | Aug. 19 | |
280 | NE SW sec. 28 | Bertha E. Neel | Dr | M.O | 5 | GI | Sandstone | Dakota | Cy,W | S | Top of casing | 1.4 | 1,405.36 | 22.90 | Aug. 18 | |
281 | NE SW sec. 29 | A. Rund | Du | 68.0 | 48 | R | Limestone | Greenhorn | Cy,H | D,S | Bottom of pump base | .2 | 1,401.11 | 31.50 | Aug. 18 | |
282 | NE NW sec. 36 | J. P. Christensen | B | 37.7 | S | GI | Sand and gravel | Alluvium | N | N | Top of concrete cover | .0 | 1,370.48 | 17.95 | Aug. 20 | |
T. 6 S., R. 5 W. | ||||||||||||||||
283 | SW SW sec. 11 | Galloway | Dr | 43.0 | 8 | T | Sandstone | Dakota | Cy,H | D | Concrete floor of porch | 3.0 | 1,415.75 | 34.05 | Aug. 18 | |
284 | SE SE sec. 12 | Sutherland | Dr | 68.0 | 6 | Gr | Sandstone | Dakota | Cy,H | D,S | Top of concrete cover | .6 | 1,426.85 | 45.10 | Aug. 18 | |
285 | NE SE sec. 13 | N. M. French | Dr | 30.1 | 8 | T | Sand and gravel | Alluvium | Cy,W | S | Top of collar | 1.0 | 1,385.57 | 23.30 | Aug. 17 | |
286 | SE SW sec. 14 | E. M. French | Dr | S | GI | Sand and gravel | Alluvium | Cy,W | D,S | Top of platform | 3.4 | 1,393.18 | 11.60 | Aug. 18 | ||
287 | SE NE sec. 23 | S. H. Rank | Dr | 21.0 | S | GI | Sand and gravel | Alluvium | N | N | Top of casing | 0.0 | 1,398.74 | 17.95 | Aug. 18 | |
288 | NE NE sec. 26 | B. F. Hodgson | Dr | 81.0 | 6 | GI | Sandstone | Dakota | Cy,W | D,S | Top of casing | 4.6 | 1,418.67 | 51.00 | Aug. 18 | |
T. 6 S., R. 3 W. | ||||||||||||||||
289 | NW NW sec. 4 | City of Concordia | Dr | 350 | 10 | I | Sandstone | Dakota | Cy,T | P | Located at 15th and Republican streets | |||||
(290) | SE SE sec. 6 | B. E. Thurston | Dr | 305 | 8 | I | Sandstone | Dakota | Cy,W | D,S | Top of casing | 1.3 | 127 | Aug. 20 | ||
T. 6 S., R. 4 W. | ||||||||||||||||
(291) | NW SW sec. 36 | M.V.B. Van De Mark | Dr | 308 | 5 | I | Sandstone | Dakota | Cy,W | S | 90 | June 5 | Water contains 5.5 p.p.m. of fluoride | |||
1. Well number in parentheses indicates that analysis of water is given in Table 6. 2. B, bored well; DD, dug and drilled well; Dn, driven well; Dr, drilled well; Du, dug well. 3. Reported depths below the land surface are given in feet; measured depths are given in feet and tenths below measuring points. 4. Bs, boiler steel: C, concrete; GI, galvanized sheet iron; GP, galvanized-iron pipe; I, iron; N. none; OB, oil barrels; OW, oil-well casing; R, rock; W, wood. 5. Method of lift: C, horizontal centrifigal ; CY, cylinder; F, natural flow; N, none; P, pitcher pump; S, submersible turbine; T, turbine; VC, Vertical centrifugal. Type of power: B, butane; E, electric; G, gas engine; H, hand operated; T, tractor; W, windmill. 6. D, domestic; I, irrigation; In, industrial; N, not being used; O, observation; P, public supply; S, stock. 7. Measured depths to water level are given in feet, tenths, and hundredths; reported depths to water level are given in feet |
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Kansas Geological Survey, Geohydrology
Placed on web Nov. 8, 2016; originally published May 1948.
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