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Records of Wells and Springs
Descriptions of 255 wells and springs visited in Jackson County are given in Table 10. All information classed as "reported" was obtained from the owner, tenant, or driller. Depths of wells not classed as "reported" are measured and are 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 are given to the nearest hundredth of a foot.
Table 10--Records of wells and springs in Jackson County, Kansas.
Well No. (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 measurement |
Remarks (Yield given in gallons a minute, drawdown in feet) | ||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Character of material | Geologic source | Description | Distance above land surface (feet) | ||||||||||||
T. 5 S., R. 15 E. | |||||||||||||||
5-15-2bc | SW NW sec. 2 | Ross Amon | B | 50 | 12 | Ct | Sand and gravel | Glacial deposits | Cy, H | D,S | Land surface | 0 | 30 | Never goes completely dry. | |
5-15-6dd | SE SE sec. 6 | L. H. Defforest | Dr | 69.6 | 6 | OW | Sand and gravel | Glacial deposits | Cy, E | D,S | Top of casing, east side | 0.9 | 46.4 | 9/11/50 | |
5-15-12bb | NW NW sec. 12 | School District | Dr | 24.4 | 6 | GI | Sand and gravel | Glacial deposits | Cy, H | P | Top of platform | 0.7 | 15.28 | 8/18/50 | |
5-15-15ad | SE NE sec. 15 . | Chas. Atwater | Dr | 56 | 6 | GI | Sand | Glacial deposits | Cy, E | D,S | Land surface | 0 | 18 | ||
5-15-16bb | NW NW sec. 16 | H. W. Jones | Dr | 219 | 6 | GI | Gravel | Glacial deposits | Cy, E | D,S | Land surface | 0 | 100 | Analysis of water is given in Table 4. | |
5-15-22db | NW SE sec. 22 | F. Bergman Estate | B | 31.8 | 12 | Ct | Gravel | Glacial deposits | Cy, H | D | Top of tile | 1.2 | 19.47 | 10/23/50 | |
5-15-25aa | NE NE sec. 25 | Minnie Dieckmann | Du | 35 | 42 | R | Sand and gravel | Glacial deposits | Cy, W | D,S | Top of platform | 0.4 | 30.6 | 8/18/50 | |
5-15-30cb | NW SW sec. 30 | W. J. Hayden | B | 54.6 | 14 | Ct | Sand and gravel | Glacial deposits | Cy, W | N | Base of pump | 0.6 | 13.55 | 9/11/50 | Abandoned; formerly a domestic well. |
5-15-31cd | SE SW sec. 31 | Howard Gunn | Dr | 102 | 6 | GI | Sand and gravel | Glacial deposits | Cy, W | D,S | Top of casing | 2.2 | 60.6 | 9/11/50 | Analysis of water is given in table 4. |
5-15-34cc | SW SW sec. 34 | School District | Dr | 37.2 | 6 | GI | Sand and gravel | Glacial deposits | Cy, H | P | Top of casing | 0.3 | 11.87 | 10/23/50 | |
5-15-36cc | SW SW sec. 36 | School District. | B | 39.1 | 12 | Ct | Sand | Glacial deposits | Cy, H | P | Top of board platform | 0.3 | 4.99 | 7/16/49 | |
T. 5 S., R. 16 E. | |||||||||||||||
5-16-1aa | NE NE sec. 1 | Juel Johannes | Dr | 31.7 | 6 | GI | Sand | Glacial deposits | Cy, H | D | Top of casing | 0.9 | 10.64 | 8/16/50 | |
5-16-3dc | SW SE sec. 3 | D. Wenger | Du | 39 | 36 | R | Sand | Glacial deposits | Cy, H | D | Top of platform | 0.5 | 21.25 | 8/21/50 | |
5-16-5da | NE SE sec. 5 | R. Pendlebury | B | 50 | 14 | Ct | Sandstone | Dry-Friedrich | J,E | D,S | Top of casing | 0 | 38 | ||
5-16-6aa | NE NE sec. 6 | R. D. Bartlow | Du | 42 | 28 | R | Gravel | Glacial deposits | J,E | D,S | Land surface | 0 | 16 | 10/3/50 | |
5-16-8bb | NW NW sec. 8 | S. Smith | Dr | 260 | 6 | GI | Limestone | Burlingame, Wakarusa | Cy, E | D | Land surface | 0 | 160 | Very low yield. | |
5-16-8dd | SE SE sec. 8 | H. Tiam | Dr | 183.3 | 6 | GI | Limestone | Willard-Tarkio | Cy, W | S | Top of casing | 1.1 | 90.2 | 8/18/50 | Very low yield. |
5-16-10cd | SE SW sec. 10 | E. Patterson | Dr | 67.9 | 6 | GI | Sandstone | Dry-Friedrich | Cy, H | D | Top of casing | 0.7 | 51.9 | 10/23/50 | |
5-16-13ad | SE NE sec. 13 | Wm. Lockwood | Du | 65 | 48 | R | ? | Langdon? | Cy, W | D,S | Top of platform | 0.4 | 17 | ||
5-16-13bb | NW NW sec. 13 | School District | Dr | 71 | 6 | GI | ? | Willard? | Cy, H | P | Top of casing | 0.9 | 43.01 | 8/16/50 | |
5-16-15cd | SE SW sec. 15 | Ferd. Niehouse | Du | 20 | 36 | R | Sandstone | Dry-Friedrich | Cy, H | D,S | Land surface | 0 | 10 | Analysis of water is given in Table 4. | |
5-16-18bc | SW NW sec. 18 | E. McQueen | Dr | 50 | 6 | GI | Gravel | Glacial deposits | Cy, H | s | Top of casing | 0.7 | 20 | ||
5-16-20dd | SE SE sec. 20 | E. Love | Du | 44.5 | 42 | R | Gravel | Glacial deposits | Cy, E | D,S | Top of platform | 0.6 | 36.15 | 8/18/50 | Analysis of water is given in Table 4. |
5-16-20aa | NE NE sec. 20 | Fred Olsen | B | 48 | 12 | Ct | Sand and gravel | Glacial deposits | Cy, W | D,S | Land surface | 0 | 30 | ||
5-16-21bb | NW NW sec. 21 | P. W. Louden | Du | 39.5 | 36 | R | Sand and gravel | Glacial deposits | Cy, W | N | Top of platform | 0.4 | 17.2 | 8/21/50 | |
5-16-23ad | SE NE sec. 23 | Du | 32.4 | 150 | R | Sand | Alluvium | Cy, H | N | NE corner of square hole in cover | 2.4 | 18.26 | 2/10/50 | K.E.R.C. well. | |
5-16-24ab | NW NE sec. 24 | Wm. Lockwood | Dr | 33.1 | 6 | GI | Sandy shale | Willard | Cy, H | D | Base of pump | 0.4 | 12.7 | 8/16/50 | Very low yield. |
5-16-25ac | SW NE sec. 25 | Frank Banaka | Du | 32 | 40 | R | Limestone | Maple Hill? | Cy, H | D,S | Land surface | 0 | 14 | ||
5-16-25cb | NW SW sec. 25 | Fred May | Du,B | 40 | 42-14 | R,Ct | Gravel | Glacial deposits | Cy, W | S | Land surface | 0 | 8 | ||
5-16-25cc | SW SW sec. 25 | E. Hollenbeek | Du | 40 | 36 | R | Sand and gravel | Glacial deposits | Cy, H | D | Land surface | 0 | 34 | ||
5-16-27ca | NE SW sec. 27 | City of Whiting | B | 25.5 | 14 | Ct | Clay | Glacial deposits | Cy, H | P | Top of platform | 0.7 | 7.25 | 8/21/50 | Very low yield. |
5-16-28dc | SW SE sec. 28 | Mrs. J. E. Higby | Dr | 90 | 6 | GI | Sandstone | Dry-Friedrich | Cy, W | D,S | Land surface | 0 | 35 | ||
5-16-30ab | NW NE sec. 30 | School District | B | 18.2 | 14 | Ct | Sand and gravel | Glacial deposits | Cy, H | P | Top of tile | 0.3 | 4.45 | 8/18/50 | |
5-16-33da | NE SE sec. 33 | Robt. Love | Du | 48 | 36 | R | Sand and gravel | Glacial deposits | Cy, W | S | Land surface | 0 | 22 | ||
5-16-35cd | SE SW sec. 35 | School District | Dr | 77.6 | 6 | GI | ? | Pierson Point-Langdon | Cy, H | P | Top of casing | 0.5 | 8.89 | 8/11/50 | |
5-16-36bc | SW NW sec. 36 | Fred Sheid | Dr | 67.1 | 6 | GI | ? | Willard-Pierson Point | Cy, H | N | Top of casing | 1 | 38.75 | 8/16/50 | Very low yield. |
T. 6 S., R. 12 E. | |||||||||||||||
6-12-laa | NE NE sec. 1 | Ralph Porgy | Du | 20 | 40 | R | Limestone | Beattie | Cy, H | D,S | Land surface | 0 | 15 | Analysis of water is given in Table 4. | |
6-12-13bb | NW NW sec. 13 | I. A. Godlove | Du | 17.9 | 48 | R | Limestone | Beattie | Cy, H | D | Top of platform | 0.9 | 10.8 | 9/14/50 | |
6-12-13cb | NW SW sec. 13 | School District | Dr | 61.1 | 6 | GI | Limestone | Bader | N | N | Top of casing | 0.7 | 46.85 | 9/14/50 | Abandoned. |
6-12-24ab | NW NE sec. 24 | C. R. Osterchamp | Du | 51.6 | 40 | R | Limestone | Crouse | Cy, H | N | Land surface | 0 | 10.2 | 9/14/50 | |
6-12-25dc | SW SE sec. 25 | M. McKinsey | Dr | 117 | 6 | GI | Limestone | Beattie | Cy, W | D,S | Land surface | 0 | 65 | ||
6-12-36bb | NW NW sec. 36 | J. S. Coverdale | Dr | 80 | 6 | GI | Sand and gravel | Glacial deposits | Cy, E | D,S | Land surface | 0 | 65 | ||
T. 6 S., R. 13 E. | |||||||||||||||
6-13-1aa | NE NE sec. 1 | R. Swindale | Dr | 115 | 6 | GI | Limestone | Grenola | Cy, W | D,S | Land surface | 0 | 77 | ||
6-13-7cd | SE SW sec. 7 | E. Smith | Dr | 120 | 6 | GI | Limestone | Beattie | Cy, H | D,S | Land surface | 0 | 75 | ||
6-13-8bb | NW NW sec. 8 | A. Wassenberg | Dr | 37.5 | 6 | GI | Sand and gravel | Glacial deposits | Cy, W | S | Top of casing | 1 | 10.9 | 9/12/50 | Analysis of water is given in Table 4. |
6-13-11ab | NW NE sec. 11 | L. B. Tolin Estate | Dr | 136 | 6 | GI | Limestone | Grenola | Cy, W | S | Top of casing | 0.6 | 78.3 | 9/8/50 | |
6-13-12cd | SE SW sec. 12 | Herman Myer | Dr | 60 | 6 | GI | Limestone | Grenola | Cy, W | S | Land surface | 0 | 40 | ||
6-13-14bb | NW NW sec. 14 | Asa Freel | Dr | 145 | 6 | GI | Limestone | Red Eagle | Cy, G | S | Land surface | 0 | 40 | ||
6-13-18aa | NE NE sec. 18 | C. A. White | Dr | 85 | 6 | GI | Limestone | Beattie | Cy, W | D,S | Land surface | 0 | 78 | Analysis of water is given in Table 4. | |
6-13-18dd | SE SE sec. 18 | Mrs. N.A.Casebeer | Dr | 84 | 6 | GI | Limestone | Beattie | Cy, H | D,S | Land surface | 0 | 30 | ||
6-13-22cc | SW SW sec. 22 | N. Rasmus | Du | 22.9 | 36 | R | Limestone | Grenola | Cy, H | N | Top of platform | 0.8 | 15.2 | 8/10/49 | Abandoned; formerly a stock well. |
6-13-22dc | SW SE sec. 22 | C. H. Hance | Dr | 107.4 | 6 | GI | Limestone | Red Eagle | Cy, W | D,S | Top of casing | 0.9 | 70.39 | 9/22/50 | |
6-13-27dc | SW SE sec. 27 | School District | Dr | 18.4 | 6 | GI | Limestone | Grenola | N | N | Top of casing | 1.1 | 17 | 9/22/50 | Abandoned; formerly a school well. |
6-13-28bb | NW NW sec. 28 | Dr | 116.5 | 6 | GI | Limestone | Red Eagle | Cy, W | N | Top of casing | 0.2 | 43 | 9/12/50 | Abandoned; formerly a domestic and stock well. | |
6-13-29aa | NE NE sec. 29 | W. C. Holliday | Dr | 102 | 6 | GI | Limestone | Red Eagle | Cy, W | N | Top of casing | 1.1 | 60.2 | 9/13/50 | Abandoned; formerly a domestic and stock well. |
6-13-30ad | SE NE sec. 30 | Evan Lewelling | Dr | 65 | 6 | GI | Limestone | Grenola | Cy, W | D,S | Land surface | 0 | 20 | ||
T. 6 S., R. 14 E. | |||||||||||||||
6-14-2dc | SW SE sec. 2 | L. Hutchinson | B | 65 | 12 | Ct | Sand and gravel | Glacial deposits | Cy, H | S | Top of tile | 0.4 | 21.2 | 8/23/50 | |
6-14-3cc | SW SW sec. 3. | C. M. Geis | Dr | 140 | 6 | GI | Sand and gravel | Glacial deposits | Cy, W | D,S | Land surface | 0 | 90 | ||
6-14-6ba | NE NW sec. 6 | E. T. Allen | Dr | 112 | 6 | GI | Sand and gravel | Glacial deposits | Cy, E | D,S | Land surface | 0 | 60 | ||
6-14-11cd | SE SW sec. 11 | H. M. Heffner | B | 44.8 | 14 | Ct | Sand and gravel | Glacial deposits | Cy, W | D,S | Top of tile | 1.1 | 11.7 | 9/11/50 | |
6-14-12cd | SE SW sec. 12 | J. C. Albright | B | 28.9 | 14 | Ct | Sand and gravel | Glacial deposits | N | N | Top of tile | 0.7 | 3.8 | 8/23/50 | Abandoned; formerly a domestic well. |
6-14-21cd | SE SW sec. 21 | City of Circleville | Dr | 96 | 6 | GI | Sand | Glacial deposits | Cy, H | P | Land surface | 0 | 35 | Pumped dry in 15 minutes at 8 gpm. | |
6-14-24bb | NW NW sec. 24 | G. E. Glick | B | 38.9 | 14 | Ct | Sand and gravel | Glacial deposits | Cy, W | D,S | Base of pump | 2.3 | 20 | 8/23/50 | |
6-14-24cc | SW SW sec. 24 | Wayne Glick | Dr | 49.4 | 6 | GI | Sand and gravel | Glacial deposits | Cy, H | N | Top west side of casing | 1.2 | 8.18 | 8/31/49 | Abandoned; formerly a domestic and stock well. |
6-14-25ab | NW NE sec. 25 | Cecil Riley | DD | 40 | 36-6 | R,GI | Sand and gravel | Glacial deposits | Cy, H | D | Top of platform | 0.6 | 22 | ||
6-14-27bb | NW NW sec. 27 | Henry Albin | Dr | 47 | 6 | GI | Limestone | Foraker | Cy, E | D,S | Land surface | 0 | 38 | Analysis of water is given in Table 4. | |
6-14-29bc | SW NW sec. 20 | Mina Simmons | Dr | 110 | 6 | GI | Sand and gravel | Glacial deposits | Cy, W | D,S | Top of casing | 0.7 | 68.7 | 8/23/50 | |
6-14-34bc | SW NW sec. 34 | J. Coulson | Sp | Sand and gravel | Glacial deposits | F | S | 8/23/50 | Flows 2 1/2 gpm. | ||||||
6-14-34db | NW SE sec. 34 | Sp | Sand and gravel | Glacial deposits | F | N | 8/23/50 | Discharges into ditch reported to flow 28 gpm. | |||||||
6-14-34dd | SE SE sec. 34 | School District | Dr | 28.1 | 6 | GI | Sand and gravel | Glacial deposits | N | N | Top of casing | 0.7 | 13.95 | 8/23/50 | Abandoned school well. |
T. 6 S., R. 15 E. | |||||||||||||||
6-15-1aa | NE NE sec. 1 | F. Klahr | B | 31.6 | 14 | Ct | Sand and gravel | Glacial deposits | Cy, W | N | Top of tile | 1 | 10.2 | 9/13/50 | Abandoned; formerly a domestic and stock well. |
6-15-3bb | NW NW sec. 3 | J. Dachenhausen | B | 49.9 | 14 | Ct | Sand and gravel | Glacial deposits | Cy, W | N | Top of tile | 0.5 | 36.91 | 9/13/50 | Abandoned; formerly a domestic and stock well. |
6-15-7aa | NE NE sec. 7 | School District | Dr | 33 | 6 | GI | Sand and gravel | Glacial deposits | CY, H | P | Top of casing | 2 | 20.05 | 8/22/50 | |
6-15-8ad | SE NE sec. 8 | Joe Wallisch | B | 51.1 | 12 | Ct | Sand and gravel | Glacial deposits | Cy, E | D,S | Top of tile | 0.8 | 41.84 | 8/31/49 | Analysis of water is given in Table 4. |
6-15-14ba | NE NW sec. 14 | School District | Dr | 21 | 6 | GI | Sand and gravel | Glacial deposits | Cy, H | P | Top of tile | 0.6 | 16.3 | 7/25/49 | Barely adequate for school. |
6-15-15bd | SE NW sec. 15 | P. D. Haag | Dr | 42.2 | 6 | GI | Sand and gravel | Glacial deposits | Cy, W | S | Top of tile | 1.3 | 29.29 | 2/10/50 | |
6-15-17bc | SW NW sec. 17 | B | 115 | 14 | Ct | Sand and gravel | Glacial deposits | Cy, H | N | Top of tile | 2.3 | 44.35 | 8/22/50 | Unused domestic and stock well. | |
6-15-19ad | SE NE sec. 19 | Craig Bros | Dr | 40 | 8 | GI | Sand and gravel | Glacial deposits | Cy, W | D,S | Land surface | 0 | 8 | ||
6-15-22ed | SE SW sec. 22 | School District | Dr | 96 | 6 | OW | Sand and gravel | Glacial deposits | Cy, H | P | Top of casing | 0.7 | 69.99 | 8/18/50 | Analysis of water is given in Table 4. |
6-15-28cc | SW SW sec. 28 | School District | Du | 20.9 | 60 | Br | Sand and gravel | Glacial deposits | N | N | Land surface | 0 | 14.38 | 8/22/50 | Abandoned school well. |
6-15-34cc | SW SW sec. 34 | Bert Walters | Du | 24.5 | 36 | R | Sand and gravel | Glacial deposits | Cy, H | D | Top of platform | 0.7 | 20.5 | 10/2/50 | |
6-15-35dd | SE SE sec. 35 | City of Holton | Dr | 48 | 6 | 1 | Sand and gravel | Terrace and glacial deposits | T, E | P | Land surface | 0 | 28 | Yields 20 gpm. | |
6-15-36dd | SE SE sec. 36 | City of Holton | Dr | 38 | 6 | 1 | Sand and gravel | Terrace and glacial deposits | T, E | P | Top of casing | 2 | 26 | Yields 48 gpm. | |
6-15-36ab | NW NE sec. 36 | City of Holton | Sp | C | Sand and gravel | Glacial deposits | T, E | P | 7/27/49 | Developed by City of Holton. Yields 42 gpm. | |||||
6-15-36ab | NW NE sec. 37 | City of Holton | Sp | C | Sand and gravel | Glacial deposits | T, E | P | Developed by City of Holton. Yields 55 gpm. | ||||||
6-15-36ac | SW NE sec. 36 | City of Holton | Sp | C | Sand and gravel | Glacial deposits | T, E | P | Developed by City of Holton. Yields 12 gpm. | ||||||
T. 6 S., R. 16 E. | |||||||||||||||
6-16-4cc | SW SW sec. 4 | School District | Dr | 80 | 5 | OW | Sand and gravel | Glacial deposits | Cy, H | P | Top of casing | 0.7 | 34.8 | 8/11/50 | |
6-16-6ed | SE SW sec. 6 | Ella Grannell | Dr | 88.6 | 6 | OW | Sand and gravel | Glacial deposits | Cy, W | D,S | Top of casing | 0.9 | 54.2 | 9/22/50 | |
6-16-9ba | NE NW sec. 9 | Gerhard Hahn | Dr | 160 | 6 | GI | Sand and gravel | Glacial deposits | Cy, E | D,S | Top of platform | 0.4 | 60.2 | 8/29/50 | |
6-16-10dd | SE SE sec. 10 | J. Oliver | Du | 15.8 | 36 | R | Sand and gravel | Glacial deposits | Cy, W | N | Top of curb | 0.5 | 5.57 | 8/11/50 | Abandoned; formerly a stock well. |
6-16-13aa | NE NE sec. 13 | A. J. Shonecker | Du | 28.5 | 40 | R | Sand and gravel | Glacial deposits | N | N | Top of curb | 0.6 | 24.15 | 8/10/50 | Abandoned; formerly a stock well. |
6-16-14bc | SW NW sec. 14 | C. Shrader | Du | 18.8 | 48 | R | Sand | Alluvium | N | N | Top of curb | 2.7 | 9.8 | 9/22/50 | Unused stock well. |
6-16-20cc | SW SW sec. 20 | J. A. Rawlins | Dr | 101 | 6 | OW | Gravel | Glacial deposits | Cy, W | S | Land surface | 0 | 76 | ||
6-16-24ba | NE NW sec. 24 | Eva Ryan | Dr | 125 | 6 | OW | Gravel | Glacial deposits | Cy, E | D,S | Land surface | 0 | 70 | ||
6-16-28aa | NE NE sec. 28 | School District | Dr | 95.7 | 6 | GI | Sand and gravel | Glacial deposits | Cy, H | P | Top of casing | 0.3 | 85.85 | 8/11/50 | |
6-16-29aa | NE NE sec. 29 | Mrs. Wagonblast | B | 62.7 | 16 | Ct | Sand and gravel | Glacial deposits | Cy, W | S | Top of platform | 0.9 | 30.2 | 8/29/50 | |
6-16-32dd | SE SE sec. 32 | C. Clinkenbeard | Du | 55 | 48 | R | Sand and gravel | Glacial deposits | Cy, E | D,S | Top of platform | 1.9 | 45 | ||
6-16-35bb | NW NW sec. 35 | Fred Kranz | Dr | 190 | 6 | GI | Sand and gravel | Glacial deposits | Cy, W | D,S | Land surface | 0 | 60 | ||
6-16-36cb | NW SW sec. 36 | E. J. Doyle | Du | 40 | 48 | R | Limestone | Burlingame-Wakarusa | Cy, H | D | Top of curb | 0.9 | 30 | Analysis of water is given in Table 4. | |
T. 7 S., R. 12 E. | |||||||||||||||
7-12-12cd | SE SW sec. 12 | Paul Venneberg | Du | 41,6 | 36 | R | Limestone | Funston | Cy, W | D,S | Top of platform | 0.9 | 36.97 | 9/16/50 | |
7-12-13da | NE SE sec. 13 | A. Marcouy | Du | 11.6 | 14 | Ct | ? | Blue Rapids | N | N | Top of tile | 0.9 | 6.12 | 8/16/49 | Abandoned; formerly a stock well. |
7-12-25aa | NE NE sec. 25 | F. Segrist | Dr | 49.6 | 6 | GI | Limestone | Beattie | Cy, W | N | Base of pump | 1 | 44.19 | 8/16/49 | Unused domestic and stock well. |
T. 7 S., R. 13 E. | |||||||||||||||
7-13-3bb | NW NW sec. 3 | M. Brown | Dr | 104 | 6 | GI | Limestone | Red Eagle-Grenola | J, E | D,S | Land surface | 0 | 80 | ||
7-13-3cc | SW SW sec. 3 | Marvin Starr | Dr | 95 | 6 | GI | Limestone | Red Eagle | Cy, E | D,S | Land surface | 0 | 70 | ||
7-13-5ad | SE NE sec. 5 | R. Chrisman | Dr | 67.3 | 6 | GI | Limestone | Grenola | Cy, W | N | Top of casing | 1.1 | 59 . 95 | 9/13/50 | |
7-13-5dc | SW SE sec. 5 | J. W. Prickett | Dr | 61.5 | 6 | GI | Limestone | Grenola | Cy, H | N | Top of casing | 0.9 | 19.2 | 10/23/50 | Unused domestic well. |
7-13-5bc | SW NW sec. 5 | Tom Bottom | Dr | 132 | 6 | OW | Gravel | Glacial deposits | J, E | D,S | Land surface | 0 | 78 | ||
7-13-10bb | NW NW sec. 10 | Chas. Starr | Dr | 75 | 6 | GI | Limestone | Foraker | Cy, E | D,S | Land surface | 0 | 60 | Analysis of water is given in Table 4. | |
7-13-10bc | SW NW sec. 10 | School District | Dr | 104 | 6 | GI | Limestone | Foraker | Cy, H | P | Top of casing | 1.1 | 75.7 | 7/22/49 | |
7-13-11ca | NE SW sec. 11 | E. Nott | Du | 38.6 | 36 | R | Limestone | Beattie | N | N | Top of wall | 0.4 | 18.4 | 7/28/49 | Abandoned; formerly a domestic and stock well. |
7-13-14ad | SE NE sec. 14 | B | 74.4 | 14 | Ct | Limestone | Grenola | Cy, W | N | Top of tile | 0.6 | 51.48 | 9/1/50 | ||
7-13-23aa | NE NE sec. 23 | School District | Dr | 57.4 | 6 | GI | Limestone | Red Eagle | Cy, H | P | Land surface | 0 | 47.1 | 9/1/50 | Analysis of water is given in Table 4. |
7-13-31dd | SE SE sec. 31 | Federal Land Bank | Dr | 54.2 | 6 | GI | Limestone | Beattie | Cy, W | D,S | Top of pump | 3.5 | 43.85 | 9/7/50 | |
7-13-33ad | SE NE sec. 33 | School District | Dr | 46.2 | 6 | GI | Limestone | Grenola | Cy, H | p | Top of casing | 0.3 | 30.15 | 8/15/50 | Analysis of water is given in Table 4. |
7-13-36dd | SE SE sec. 36 | School District | Dr | 43.2 | 6 | GI | Limestone | Grenola | Cy, H | P | Top of casing | 0.6 | 32.68 | 11/7/49 | |
T. 7 S., R. 14 E. | |||||||||||||||
7-14-3cd | SE SW sec. 3 | Sp | Sand and gravel | Glacial deposits | F | N | 8/23/50 | Flows 1 gpm. | |||||||
7-14-4cc | SW SW sec. 4 | School District | Dr | 38.8 | 6 | GI | Sand and gravel | Glacial deposits | Cy, H | P | Top of casing | 0.6 | 33.58 | 8/25/50 | |
7-14-4cc | SW SW sec. 4 | Lizzie Askren | Dr | 65 | 6 | GI | Sand and gravel | Glacial deposits | Cy, E | D,S | Land surface | 0 | 60 | ||
7-14-5dd | SE SE sec. 5 | Earl Askren | Dr | 104 | 7 | OW | Limestone | Red Eagle-Grenola | Cy, E | D,S | Land surface | 0 | 80 | ||
7-14-6aa | NE NE sec. 6. | A. F. Stauffer | Du | 49.8 | 36 | R | Sand and gravel | Glacial deposits | Cy, H | D,S | Top of platform | 1 | 33.1 | 8/23/50 | |
7-14-6cc | SW SW sec. 6 | John Fisher | Dr | 120 | 6 | GI | Limestone | Grenola | Cy, E | D | Top of casing | 0.4 | 98.7 | 8/25/50 | |
7-14-8dc | SW SE sec. 8 | Chas. Mannell | Dr | 59 | 6 | GI | Shale | Eskridge | Cy, H | N | Top of casing | 0.7 | 7.1 | 7/25/49 | Unused domestic well. |
7-14-11aa | NE NE sec. 11 | Glen Doss | Dr | 69 | 6 | GI | Gravel | Glacial deposits | Cy, W | D,S | Top of casing | 0 | 50 | Analysis of water is given in Table 4. | |
7-14-14ca | NE SW sec. 14 | Ed Townsend | Dr | 106 | 6 | GI | ? | Hawxby-Hamlin | Cy, H | D | Land surface | 0 | 20 | ||
7-14-17ad | SE NE sec. 17 | Fred Adams | Du | 12 | 36 | R | Sand | Alluvium | Cy, W | D,S | Land surface | 0 | 2 | ||
7-14-19bc | SW NW sec. 19 | Dr | 50.5 | 6 | GI | Limestone | Red Eagle | Cy, H | N | Top of casing | 0.6 | 40.08 | 10/5/50 | ||
7-14-20ab | NW NE sec. 20 | School District | Dr | 29.7 | 6 | GI | Limestone | Grenola | Cy, H | p | Top of casing | 0.1 | 13.24 | 8/31/50 | |
7-14-22da | NE SE sec. 22 | Raymond Riley | Dr | 79 | 6 | GI | Sand | Glacial deposits | Cy, E | D,S | Land surface | 0 | 30 | ||
7-14-24cb | NW SW sec. 24 | A. Bryant | B, Dr | 50 | 14.6 | Ct, GI | Sand and gravel | Glacial deposits | Cy, E | D,S | Land surface | 0 | 23 | ||
7-14-26da | NE SE sec. 26 | Geo. Taylor | Du | 31.1 | 40 | R | Sand and gravel | Glacial deposits | Cy, H | D | Top of platform | 0.7 | 28.9 | 8/24/50 | Very low yield. |
7-14-27dd | SE SE sec. 27. | School District | Dr | 36 | 6 | GI | Sand and gravel | Glacial deposits | Cy, H | P | Top of casing | 6 | 10.95 | 8/24/50 | |
7-14-27cc | SW SW sec. 27 | Wm. Stoll | Dr | 98 | 6 | GI | Limestone ? | Red Eagle-Grenola? | Cy, E | S | Land surface | 0 | 30 | Analysis of water is given in Table 4. | |
7-14-29dd | SE SE sec. 29 | B. Kennedy | Dr | 67.7 | 6 | GI | Limestone | Red Eagle | Cy, G | D,S | Land surface | 0 | 46.64 | 8/20/50 | Analysis of water is given in Table 4. |
7-14-31ad | SE NE sec. 31 | Joe Kennedy | Dr | 52.7 | 6 | GI | Limestone | Red Eagle | Cy, H | D | Top of casing | 1.9 | 36.5 | 10/5/50 | |
T 7 S., R. 15 E. | |||||||||||||||
7-15-7aa | NE NE sec. 7 | R. Sacher | Dr | 38 | 6 | GI | Sand and gravel | Glacial deposits | Cy, E | S | Land surface | 0 | 9 | ||
7-15-7ab | NW NE sec. 7 | School District | Du | 29.3 | 36 | B | Sand and gravel | Glacial deposits | Cy, H | P | Top of curb | 0.5 | 8.5 | 8/23/50 | |
7-15-11cc | SW SW sec. 11 | Fred Koch | Dr | 69.7 | 6 | GI | Sandstone | Dry-Friedrich | CY, W | D,S | Base of pump | 0.5 | 66.15 | 8/31/50 | Analysis of water is given in Table 4. |
7-15-13aa | NE NE sec. 13 | J. Pitsch | Du | 39.3 | 36 | R | Sandstone | Langdon | Cy, W | D,S | Base of pump | 0.6 | 28.15 | 6/28/50 | |
7-15-15dc | SW SE sec. 15 | Karl Schumacher | Du | 18 | 36 | R | Sand | Glacial deposits | Cy, H | D | Land surface | 0 | 6 | ||
7-15-22cb | NW SW sec. 22 | J. M. Biddison | Dr | 64.4 | 6 | GI | Sand and gravel | Glacial deposits | N | N | Top of casing | 1.3 | 42.95 | 8/14/50 | Unused domestic well. |
7-15-23dc | SW SE sec. 23 | School District | Dr | 69.1 | 6 | GI | Sandstone | Langdon-(Dry-Friedrich) | Cy, H | P | Top of casing | 0.2 | 40.06 | 8/31/50 | |
7-15-27cc | SW SW sec. 27 | School District | Dr | 56.6 | 6 | GI | Sandstone | Dry-Friedrich | Cy, H | P | Top of casing | 0.4 | 37.47 | 8/14/50 | |
7-15-29bb | NW NW sec. 29 | Hal Ham | B | 50.8 | 14 | Ct | Sand and gravel | Glacial deposits | Cy, W | D | Top of platform | t.0 | 17.81 | 8/22/50 | Analysis of water is given in Table 4. |
7-15-31dd | SE SE sec. 31 | School District | Dr | 25 | 6 | GI | Sand and gravel | Glacial deposits | CY, H | P | Top of casing | 0.6 | 7.9 | 8/22/50 | |
7-15-33dd | SE SE sec. 33 | F. Carson | Dr | 127 | 6 | GI | ? | Dry-Friedrich | N | Top of casing | 1 | 30 | 6/21/50 | Yields 9 gpm. Pump installation not completed 6-21-1950. To be a domestic well. | |
T. 7 S., R. 16 E. | |||||||||||||||
7-16-2cd | SE SW sec. 2 | Du | 33.3 | 40 | R | Limestone | Elmont | Cy, W | N | Top of curb | 1.9 | 6.37 | 8/10/50 | ||
7-16-10aa | NE NE sec. 10 | W. A. Ridge | Du | 32.1 | 36 | R | ? | Auburn-Reading | Cy, H | N | Base of pump | 1.8 | 13.7 | 6/24/50 | Abandoned; formerly a domestic well. |
7-16-20cc | SW SW sec. 20 | J. H. Chorn | Dr | 72 | 6 | GI | Gravel | Glacial deposits | Cy, E | D,S | Base of pump | 0 | 40 | ||
7-16-21cd | SE SW sec. 21 | J. H. Chorn | Du | 61.6 | 36 | R | Sand and gravel | Glacial deposits | Cy, W | N | Base of pump | 0.3 | 16 . 23 | 6/23/50 | Abandoned; formerly a domestic and stock well. |
7-16-21da | NE SE sec. 21 | Perkins | DD | 80 | 36, 6 | R, GI | Sand and gravel | Glacial deposits | Cy, E | D,S | Land surface | 0 | 55 | ||
7-16-22ab | NW NE sec. 22 | School District | Dr | 84.7 | 6 | Gi | ? | Auburn-Elmont | Cy, H | P | Top of casing | 0.4 | 73.93 | 6/23/50 | |
7-16-23ab | NW NE sec. 23 | School District | Du | 29.6 | 48 | R | Limestone | Elmont | Cy, W | N | Top of platform | 3 | 25.73 | 6/23/50 | Abandoned; formerly a domestic well. |
7-16-27bc | SW NW sec. 27 | J. Dodson | Du | 45.1 | 36 | R | Sand and gravel | Glacial deposits | Cy, H | N | Top of curb | 0.3 | 29.46 | 6/23/50 | |
7-16-27dd | SE SE sec. 27 | Blanch Gardner | DD | 67.6 | 36, 6 | R, GI | Sand | Glacial deposits | Cy, E | S | Top of curb | 2 | 27.4 | 6/22/50 | |
7-16-28bc | SW NW sec. 28 | Rose Ramey | Du | 49.5 | 48 | R | Shale | Willard | Cy, W | N | Land surface | 0 | 19.82 | 6/23/50 | Unused stock well. |
7-16-29cd | SE SW sec. 29 | John Lytle | Du | 30 | 36 | R | Shale | Pierson Point | Cy, E | D,S | Land surface | 0 | 20 | ||
7-16-32aa | NE NE sec. 32 | J. F. Ramey | Du | 45 | 48 | R | Limestone | Elmont | Cy, W | D,S | Land surface | 0 | 23 | ||
7-16-33aa | NE NE sec. 33 | Du | 28.2 | 48 | R | Limestone | Tarkio | Cy, H | N | Top of platform | 1.6 | 10.42 | 6/22/50 | Abandoned; formerly a domestic well. | |
7-16-33aac | SW NE NE sec. 33 | L. R. Twombly | Dii | 24 | 42 | R | Sand | Glacial deposits | Cy, H | D | Land surface | 0 | 18 | ||
7-16-35cd. | SE SW sec. 35 | Ralph Eubanks | Du | 42.2 | 36 | R | Sand | Glacial deposits | J, E | D,S | Top of platform | 1 | 30.6 | 6/22/50 | |
T. 8 S., R. 12 E. | |||||||||||||||
8-12-24bb | NW NW sec. 24 | School District | Dr | 55.4 | 6 | GI | Sand | Glacial deposits | Cy, H | N | Top of platform | 0 | 44.1 | 9/16/50 | Abandoned; formerly a school well. |
T. 8 S., R. 13 E. | |||||||||||||||
8-13-6aa | NE NE sec. 6 | Du | 17.2 | 40 | R | Limestone | Grenola | N | N | Land surface | 0 | 7.4 | 9/7/50 | Abandoned; formerly a domestic and stock well. | |
8-13-16da | NE SE sec. 16 | Oren Bond | Dr | 78 | 6 | GI | Limestone | Red Eagle | Cy, W | D,S | Land surface | 0 | 60 | ||
8-13-20cb | NW SW sec. 20 | P. Berlin | Dr | 49.6 | 6 | GI | ? | West Branch | N | N | Top of casing | 0.9 | 39.3 | 9/7/50 | Abandoned; formerly a domestic well. |
8-13-21dd | SE SE sec. 21 | School District | Dr | 43 | 6 | GI | Limestone | Long Creek | Cy, H | P | Land surface | 0 | 38.92 | 8/15/50 | |
8-13-22bc | SW NW sec. 22 | Lester Cooper | Dr | 50 | 6 | GI | Limestone | Grenola | Cy, W | D,S | Land surface | 0 | 40 | ||
8-13-23dd | SE SE sec. 23 | Indian Land | Du | 19.5 | 40 | R | Limestone | West Branch-Hamlin | N | N | Land surface | 0 | 12.07 | 10/5/50 | Unused domestic well. |
8-13-27dd | SE SE sec. 27 | James Chaney | Dr | 59.2 | 6 | GI | Limestone | Long Creek | Cy, H | S | Top of casing | 1 | 41.45 | 10/5/50 | |
8-13-35aa | NE NE sec. 35 | School District | Dr | 28.5 | 6 | GI | ? | Towle-Aspinwall | Cy, H | P | Top of casing | 0,3 | 11.64 | 9/20/50 | |
T. 8 S., R. 14 E. | |||||||||||||||
8-14-1ad | SE NE sec. 1 | B | 16 | 14 | Ct | Sand and gravel | Glacial deposits | N | N | Top of tile | 0.9 | 13.7 | 8/24/50 | Abandoned; formerly a stock well. | |
8-14-2aa | NE NE sec. 2 | Tweedy | Du | 18.5 | 36 | R | Sand and gravel | Glacial deposits | Cy, H | N | Top of platform | 0.3 | 4.9 | 8/24/50 | Abandoned; formerly a stock well. |
8-14-8bc | SW NW sec. 8 | C. M. Baker | Dr | 54.4 | 6 | GI | ? | West Branch-Hamlin | Cy, H | N | Top of casing | 0.3 | 8.05 | 9/1/50 | |
8-14-9cc | SW SW sec. 9 | School District | Dr | 54.8 | 6 | GI | ? | West Branch-Hamlin | Cy, H | P | Top of casing | 0.1 | 7.1 | 8/31/50 | |
8-14-9dd | SE SE sec. 9 | Frank Zibell | Dr | 68 | 6 | GI | ? | West Branch-Hamlin | Cy, H | N | Top of casing | 0.8 | 49 | 8/30/50 | Unused stock well. |
8-14-10ad | SE NE sec. 10 | L.W. Summer | DD | 60 | 6 | GI | ? | West Branch-Hamlin | Cy, E | D,S | Land surface | 0 | 38 | Analysis of water is given in Table 4. | |
8-14-11cd | SE SW sec. 11 | B | 35.8 | 8 | Ct | Sand and gravel | Glacial deposits | Cy, H | N | Top of tile | 0.7 | 17.25 | 8/24/50 | ||
8-14-12ad | SE NE sec. 12 | Paul Jacobs | DD | 121 | 27, 6 | W, GI | Sandstone | French Creek-Pony Creek | Cy, G | S | Land surface | 0 | 16 | ||
8-14-19dd | SE SE sec. 19 | School District | Du | 22.8 | 36 | R | ? | Aspinwall-Hawxby | Cy, H | P | Top of wall | 0.8 | 4.38 | 9/1/50 | |
8-14-26da | NE SE sec. 26 | C. R. Tayler | Dr | 37.4 | 6 | GI | Sand and gravel | Glacial deposits | Cy, H | N | Top of casing | 0.5 | 11.2 | 9/5/50 | Unused domestic well. |
8-14-33aa | NE NE sec. 33 | Dr | 118 | 6 | GI | Sandstone | Dry-Friedrich | Cy, W | s | Top of platform | 0.6 | 29.9 | 9/15/50 | ||
8-14-33ad | SE NE sec. 33 | Leo Hards | Dr | 88.7 | 6 | GI | ? | (Dry-Friedrich)-French Creek | Cy, H | S | Top of casing | 1.1 | 11.75 | 10/2/50 | |
T. 8 S., R. 15 E. | |||||||||||||||
8-15-2aa | NE NE sec. 2 | School District | Dr | 65.5 | 6 | GI | Sand and gravel | Glacial deposits | Cy, H | P | Top of casing | 0 | 11.34 | 8/19/50 | |
8-15-3ba | NE NW sec. 3 | W. H. Snyder | Dr | 90 | 6 | GI | Sand and gravel | Glacial deposits | Cy, W | D,S | Land surface | 0 | 75 | ||
8-15-3ab | NW NE sec. 3 | E. J. Dykeman | Dr | 80 | 6 | GI | Sand and gravel | Glacial deposits | Cy, H | D | Land surface | 0 | 70 | ||
8-15-10da | NE SE sec. 10 | School District | Dr | 99.3 | 6 | GI | Limestone | Maple Hill-Dover | Cy, H | P | Top of casing | 0.2 | 33.1 | 8/31/49 | |
8-15-12bb | NW NW sec. 12 | A. P. Kientz | Du | 30 | 36 | R | Sand and gravel | Glacial deposits | Cy, H | D | Land surface | 0 | 17 | ||
8-15-18dd | SE SE sec. 18 | C. Cozad | Dr | 71.5 | 6 | GI | ? | French Creek-Pony Creek | Cy, H | S | Top of casing | 0.4 | 49.65 | 8/22/50 | Very low yield. |
8-15-21ad | SE NE sec. 21 | Pottawatomie Indian Agency | Du | 51.3 | 96 | R | Sand and gravel | Glacial deposits | J, E | P | Top of curb | 2 | 6 | 8/14/50 | This well is in a battery of 2 identical wells. |
8-15-22cc | SW SW sec. 22 | M. Fitzgerald | Du | 34 | 60 | R | Sand and gravel | Glacial deposits | Cy, W | S | Top of curb | 1.5 | 6 | ||
8-15-22da | NE SE sec. 22 | A. Renolds | Dr | 33.6 | 6 | GI | Sand and gravel | Glacial deposits | Cy, H | P | Base of pump | 0.4 | 4.92 | 8/15/50 | Supplies water for Mayetta grade school. |
8-15-22bb | NW NW sec. 22 | J. Fitzgerald | Du | 60 | 36 | R | Sand and gravel | Glacial deposits | Cy, H | D | Land surface | 0 | 32.85 | 8/17/50 | |
8-15-24cd | SE SW sec. 24 | W. Mathews | Du | 17.3 | 48 | R | Sand and gravel | Glacial deposits | Cy, H | D,S | Top of platform | 0.8 | 2.65 | 8/19/50 | |
8-15-28bc | SW NW sec. 28 | J. G. Wiruth | Dr | 136.5 | 6 | GI | ? | Dry-Friedrich | Cy, W | N | Top of casing | 0.8 | 32.65 | 9/2/50 | Unused domestic well. |
8-15-34ed | SE SW sec. 34 | F. W. Lehman | Dr | 91.6 | 6 | GI | ? | Pierson Point-Langdon | Cy, W | D,S | Top of casing | 1.1 | 82.2 | 8/31/49 | |
T. 8 S., R. 16 E. | |||||||||||||||
8-16-2dd | SE SE sec. 2 | W. Blumburg | Du | 29.3 | 54 | C | Sand and gravel | Terrace deposits | Cy, W | D,S | Top of platform | 1 | 4.04 | 6/22/50 | |
8-16-2aa | NE NE sec. 2 | J. T. Williamson | Dr | 39.8 | 6 | GI | Limestone | Cy, H | N | Top of casing | 0 | 31.85 | 11/22/49 | Unused domestic well. | |
8-16-3ba | NE NW sec. 3 | R. Rawlings | Du | 23.6 | 36 | R | Limestone | Reading | Cy, H | S | Top of platform | 2.5 | 15.9 | 6/22/50 | Very low yield. |
8-16-4aa | NE NE sec. 4 | City of Denison | Du | 43.6 | 120 | R | Gravel | Terrace deposits or alluvium | Cy, E | P | Top of platform | 1.8 | 28.93 | 10/23/50 | |
8-16-7ad | SE NE sec. 7 | C. P. Wing | DD | 80 | 36,6 | R,GI | Sand and gravel | Glacial deposits | Cy, W | D,S | Top of platform | 1.4 | 59.1 | 6/29/50 | |
8-16-7da | NE SE sec. 7 | Paul McCrory | DD | 37.5 | Sand and gravel | Glacial deposits | Cy, W | D,S | Top of platform | 0.6 | 35.5 | 6/29/50 | |||
8-16-8ad | SE NE sec. 8 | Gilliland | Du | 45.6 | 36 | R | Sand and gravel | Glacial deposits | Cy, H | D | Land surface | 0 | 32.5 | 6/25/50 | |
8-16-9dd | SE SE sec. 9 | J. D. Braum | Dr | 50 | 6 | GI | Sand and gravel | Glacial deposits | J, E | D | Base of pump | 1.4 | 36.41 | 11/22/49 | Analysis of water is given in Table 4. |
8-16-10ab | NW NE sec. 10 | C. F. Jones | Dr | 38 | 6 | GI | Sand and gravel | Glacial deposits | Cy, H | D | Land surface | 0 | 20 | ||
8-16-17bb | NW NW sec. 17 | A. N. Porter | B | 45 | 28 | B | Sand and gravel | Glacial deposits | Cy, E | D | Land surface | 0 | 23 | ||
8-16-17cc | SW SW sec. 17 | M. Porter | Dr | 115 | 6 | GI | Sandstone | Cedar Vale-Silver Lake | N | N | Land surface | 0 | 18 | Reported to be too salty for stock. | |
8-16-19bb | NW NW sec. 19 | J. L. Reynolds. | B | 17.1 | 12 | Ct | Sand and gravel | Glacial deposits | Cy, H | N | Base of pmp | 0.3 | 10.4 | 8/31/49 | |
8-16-19cc | SW SW sec. 19 | B. Whittington | Du | 24.5 | 36 | R | Sand and gravel | Glacial deposits | Cy, H | D | Top of platform | 1 | 20.3 | 6/30/50 | |
8-16-22cc | SW SW sec. 22 | John Luscomb | Du | 35 | 36 | R | Shale? | Auburn-Harveyville | Cy, H | D | Top of platform | 0.4 | 26.97 | 6/29/50 | |
8-16-26db | NW SE sec. 26 | E. H. Voight | Du | 15.7 | 29 | R | Limestone | Reading | N | N | Top of platform | 1.3 | 13.9 | 11/22/49 | Abandoned; formerly a domestic and stock well. |
8-16-27ab | NW NE sec. 27 | School District | Du | 20.9 | 36 | R | Limestone | Burlingame-Wakarusa | Cy, H | P | Top of platform | 0.8 | 6.5 | 6/29/50 | |
8-16-32ed | SE SW sec. 32 | A. F. Allen | B | 47.3 | 24 | Ct | Sand | Glacial deposits | D | Land surface | 0 | 16.1 | 7/14/50 | Pump installation not completed 7-14-50. | |
8-16-35ed | SE SW sec. 35 | School District | Du | 34.2 | 72 | R | Sand | Glacial deposits | Cy, H | P | Land surface | 0 | 15.99 | 11/22/49 | |
T. 9 S., R. 12 E. | |||||||||||||||
9-12-25aa | NE NE sec. 25 | School District | Du | 23.6 | 36 | R | Sand | Glacial deposits | Cy, H | P | Top of platform | 0.7 | 7.65 | 10/6/50 | |
T. 9 S., R. 13 E. | |||||||||||||||
9-13-3da | NE SE sec. 3 | F. Heath | Du | 46.3 | 48 | R | Sand | Glacial deposits | Cy, H | D | Land surface | 0 | 11.5 | 10/5/50 | |
9-13-5aa | NE NE sec. 5 | School District | Dr | 66.8 | 6 | GI | ? | West Branch-Hamlin | N | N | Top of casing | 0.4 | 10.8 | 9/21/50 | Abandoned; formerly a school well. |
9-13-14cb | NW SW sec. 14 | J. A. Murry | Du | 60 | 62 | R | ? | Pony Creek-Towle | Cy, E | D,S | Land surface | 0 | 45 | ||
9-13-27da | NE SE sec. 27 | Ignac Horak | Du | 30 | 48 | R | Sandstone | French Creek | Cy, H | D,S | Land surface | 0 | 15 | Analysis of water is given in Table 4. | |
9-13-28ad | SE NE sec. 28 | Union Pacific R.R. | Dr | 31 | 6 | GI | Sand and gravel | Terrace deposits | Cy, H | Top of casing | 1 | 19.8 | 3/27/51 | Analysis of water is given in Table 4. | |
9-13-29bb | NW NW sec. 29 | Robt. Burgett | Du | 54.4 | 36 | R | Sandstone | French Creek-Pony Creek | Cy, H | S | Top of platform | 1.2 | 16.2 | 10/6/50 | |
9-13-33bb | NW NW sec. 33 | Sophia Taylor | Du | 75 | 48 | R | Sandstone | Dry-Friedrich-French Creek | Cy, W | D | Land surface | 0 | 35 | ||
9-13-35aa | NE NE sec. 35 | School District | Du | 35.6 | 36 | R | ? | Alluvium? | Cy, H | N | Land surface | 0 | 7.8 | 10/5/50 | Abandoned; formerly a school well. |
9-13-36cc | SW SW sec. 36 | A. Macha | Du | 50 | 62 | R | Sandstone | Dry-Friedrich | Cy, H | D,S | Land surface | 0 | 45 | ||
T. 9 S., R. 14 E. | |||||||||||||||
9-14-4cc | SW SW sec. 4 | School District | Dr | 29.7 | 6 | GI | Sand and gravel | Glacial deposits | Cy, H | N | Land surface | 0 | 10.15 | 9/16/50 | |
9-14-21cb | NW SW sec. 21 | C. A. Moss | Dr | 100 | 6 | GI | ? | Wlllard-Tarkio | Cy, E | S | Land surface | 0 | 18 | ||
9-14-23cc | SW SW sec. 23 | School District | Dr | 35.1 | 6 | GI | Sandstone | French Creek-Pony Creek | Cy, H | P | Top of casing | 0.5 | 3.57 | 8/15/50 | |
9-14-23dc | SW SE sec. 23 | Du | 24.7 | 96 | R | Sand | Alluvium | Cy, H | P | Top of platform | 4 | 9.55 | 10/25/49 | K.E.R.C. well. | |
9-14-24aa | NE NE sec. 24 | Dr | 84.4 | 6 | GI | Sandstone | Dry-Friedrich | N | N | Top of platform | 1.3 | 42.1 | 10/4/50 | Abandoned; formerly a domestic and stock well. | |
9-14-27ab | NW NE sec. 27 | C. Palhmati | Dr | 176 | 6 | GI | Sandstone | Dry-Friedrich | Cy, W | S | Land surface | 0 | 100 | ||
T. 9 S., R. 15 E. | |||||||||||||||
9-15-3cb | NW SW sec. 3 | E. Stanley | B | 28 | 36 | B | Sand | Glacial deposits | Cy, H | D,S | Land surface | 0 | 17 | ||
9-15-3cb | NW SW sec. 3 | E. Stanley | Du | 30 | 48 | R | Limestone | Dover | Cy, H | S | Land surface | 0 | 20 | ||
9-15-3cc | SW SW sec. 3 | School District | Du | 16.8 | 48 | R | Sand and gravel | Glacial deposits | Cy, H | N | Base of pump | 0.8 | 8.72 | 8/17/50 | |
9-15-11ad | SE NE sec. 11 | J. A. Ehrhart | Du | 34.2 | 72 | R | Sand and gravel | Glacial deposits | Cy, H | S | Base of pump | 0.9 | 20.31 | 8/19/50 | |
9-15-14dd | SE SE sec. 14 | H. V. Hallaron | Du | 32 | 108 | R | Shale | Langdon | Cy, H | D | Top of platform | 0.8 | 17 | ||
9-15-23db | NW SE sec. 23 | Rock Island R. R. | Du | 28.8 | 36 | R | Sand | Glacial deposits | Cy, H | D | Top of curb | 0.45 | 7.85 | 10/24/50 | |
9-15-26bb | NW NW sec. 26 | R. W. Burns | Du | 33.1 | 60 | R | Sandstone | Dry-Friedrich | Cy, H | D,S | Base of pump | 1 | 23.58 | 8/15/50 | |
9-15-27cb | NW SW sec. 27 | K. R. Moravek | Du | 17 | 48 | R | Limestone | Elmont | Cy, H | D | Top of platform | 1 | 14.5 | 8/17/50 | |
9-15-29ca | NE SW sec. 29 | Edward Bausch | Du | 19.5 | 48 | R | Limestone | Tarkio | Cy, H | S | Base of pump | 1.3 | 8.22 | 8/15/50 | Very low yield. |
9-15-30ab | NW NE sec. 30 | L. H. Pensky | Dr | 77 | 6 | GI | Sand and gravel | Glacial deposits | Cy, H | D | Land surface | 0 | 32 | ||
9-15-34da | NE SE sec. 34 | Chas. Shaw | Dr | 67 | 6 | GI | ? | Elmont-Willard | Cy, G | S | Land surface | 0 | 50 | ||
T. 9 S., R. 16 E. | |||||||||||||||
9-16-3bb | NW NW sec. 3 | Du | 54.9 | 36 | R | Limestone | Burlingame-Wakarusa | N | N | Land surface | 0 | 14.14 | 6/30/50 | Reported to be to salty for stock. | |
9-16-3cc | SW SW sec. 3 | J. A. Steinmeyer | Du | 29.7 | 36 | R | Sand and gravel | Glacial deposits | Cy, H | S | Top of curb | 1.3 | 8.42 | 11/22/49 | |
9-16-6bc | SW NW sec. 6 | Russell Kinkade | Du | 60 | 36 | R | Sand and gravel | Glacial deposits | Cy, E | D | Land surface | 0 | 20 | ||
9-16-6aa | NE NE sec. 6 | C. E. Vaught | B | 45 | 28 | B | Sand and gravel | Glacial deposits | Cy, H | D | Land surface | 0 | 30 | ||
9-16-7bb | NW NW sec. 7 | Du | 27.7 | 120 | R | Sand and gravel | Glacial deposits | Cy, H | p | Base of pump | 1.9 | 9.18 | 6/30/50 | K.E.R.C. well. | |
9-16-7cc | SW SW sec. 7 | W. C. Sell | Du | 23.8 | 48 | R | Sand and gravel | Glacial deposits | Cy, H | D | Top of curb | 0.8 | 18.95 | 8/8/49 | |
9-16-9aa | NE NE sec. 9 | School District | Du | 57.8 | 48 | R | Limestone | Elmont | N | N | Top of curb | 0 | 7.1 | 6/30/50 | Abandoned; formerly a school well. |
9-16-11ba | NE NW sec. 11 | L. S. Burbank | Du | 36.4 | 30 | R | Shale | Auburn | Cy, H | D | Base of pump | 0.6 | 25.4 | 6/30/50 | Very low yield. |
9-16-14db | NW SE sec. 14 | Finis Colhover | Du | 33 | 48 | R | Limestone? | Reading? | Cy, H | D,S | Top of curb | 0.7 | 12.37 | 11/22/50 | |
9-16-17ac | SW NE sec. 17 | School District | Du | 30 | 48 | R | Sand and gravel | Glacial deposits | Cy, H | P | Top of curb | 1 | 8.15 | 8/8/49 | |
9-16-19aa | NE NE sec. 19 | Glenn Mann | Du | 37.6 | 60 | R | Limestone | Elmont | Cy, E | D,S | Top of curb | 2 | 21.55 | 8/8/49 | |
9-16-20ca | NE SW sec. 20 | Louis Long | Du | 37 | 48 | R | Limestone | Elmont | Cy, E | D,S | Land surface | 0 | 29 | ||
9-16-24cb | NW SW sec. 24 | Du | 32.1 | 192 | R | Sand | Alluvium | Cy, H | D,S | Top of curb | 3.1 | 13.25 | 8/8/49 | K.E.R.C. well. | |
9-16-27dd | SE SE sec. 27 | School District | Dr | 45.9 | 6 | GI | Sand | Alluvium | Cy, H | P | Land surface | 0 | 6.84 | 6/30/50 | |
9-16-30dc. | SW SE sec. 30 | K. M. Martin | Dr | 115 | 6 | OW | Sandstone | Cedar Vale-Silver Lake | Cy, E | D,S | Land surface | 0 | 50 | Analysis of water is given in Table 4. | |
9-16-32bd | SE NW sec. 32 | H. J. Meggison | Dr | 124 | 6 | GI | Sandstone | Cedar Vale-Silver Lake | Cy, H | D | Top of casing | 0.7 | 99.8 | 8/8/49 | |
1. Well numbering system described in text. 2. B, bored well; DD, dug and drilled well; Dr, drilled well; Du, dug well; Sp, spring. 3. Reported depths are given in feet; measured depths are given in feet and tenths below measuring points. 4. C, concrete; GI, galvanized sheet iron; OW, oil-well casing; R, rock; W, wood; Ct, clay tile; B, brick. 5. Method of lift: Cy, cylinder; F, natural flow; N, none; T, turbine; J, jet. Type of power: E, electric; G, gas engine; H, band operated; W, windmill. 6. D, domestic; N, not being used; 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, Geology
Placed on web Aug. 9, 2007; originally published June 1953.
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