Prev Page--Formations || Next Page--Logs
Records of Representative Wells
Descriptions of 361 wells and 1 spring visited in Cheyenne County and near-by areas are described in Table 6. All information classed as reported was obtained from the owner or tenant. Reported depths of wells are given in feet; measured depths are in feet and tenths. Reported depths to water level are given in feet; measured depths to water level are given in feet, tenths, and hundredths. The well-numbering system used in this table is explained in the Introduction.
Table 6--Records of wells in Cheyenne County.
Well number |
Owner or tenant |
Type of well (1) |
Depth of well, feet |
Diameter of well, inches |
Type of casing (2) |
Principal water-bearing bed |
Method of lift (3) |
Use of water (4) |
Measuring point |
Depth to water level below measuring point, feet |
Date of measurement |
Remarks (Yield given in gallons a minute; drawdown in feet) | |||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Character of material |
Geologic source |
Description | Distance above land surface, feet |
Height above mean sea level, feet (5) |
|||||||||||
T. 1 N., R. 37 W. | |||||||||||||||
1-37-36dcc | Dr | 13.5 | 6 | GI | Sand, gravel | Alluvium | Cy,W | S | Top of iron cover | 1.0 | 3,016.2 | 11.24 | 10/2/50 | Located in Dundy Co., Nebr. | |
T. 1 S., R. 36 W. | |||||||||||||||
1-36-7bbb | Chester Gerdes | Du | 72.0 | 36 | C,N | Sand | Ogallala | N,N | D,S | Top of concrete curb | 0.4 | 3,182.7 | 68.39 | 9/27/50 | Not in use. Located in Rawlins Co., Kans. |
T. 1 S., R. 37 W. | |||||||||||||||
1-37-5bac | Frances Calhoon | Dr | 60.5 | 6 | GI | Sand | Ogallala | Cy, H, W | D,S | Top of casing | 1.0 | 3,105.3 | 54.55 | 7/21/50 | |
1-37-6bba | A. G. Shafer | Dr | 87.5 | 6 | GI | Sand | Ogallala | Cy,H,W | S | Top of casing | 0.3 | 3,100.0 | 76.00 | 9/26/50 | |
1-37-7ccb | E. F. Ham | Dr | 39.5 | 4 | I | Sand | Alluvium | Cy, H, W | S | Top of casing | 0.7 | 3,050.0 | 28.06 | 7/21/50 | |
1-37-9aaa | G. A. David | Dr | 22.0 | 5 | GI | Sand | Alluvium | Cy,W | S | Top of casing | 2.1 | 3,111.1 | 19.78 | 9/26/50 | |
1-37-9caa | Hazel Ham | Du | 33.5 | 48 | C | Silt | Alluvium, Colluvium | Cy,H,W | S | Top of board cover | 4.5 | 3,128.0 | 31.65 | 9/28/50 | |
1-37-12cdd | Chester Gerdes | Dr | 142.0 | 5 | GI | Sand | Ogallala | N,N | N | Top of casing | 0.7 | 3,308.1 | 128.54 | 9/27/50 | Abandoned |
1-37-20bcc | Oscar Gunther | Dr | 39.0 | 5 | GI | Sand | Alluvium | Cy,H,W | S | Top of casing | 1.0 | 3,101.9 | 32.00 | 7/21/50 | Chemical analysis |
1-37-24ddc | Ogle Keenan | Dr | 103.5 | 5 | GI | Sand | Ogallala | Cy,W | S | Top of concrete curb | 1.8 | 3,286.3 | 102.26 | 9/20/50 | |
T. 1 S., R. 38 W. | |||||||||||||||
1-38-2cdc | Paul O'Brien | Dr | 42.0 | 18 | GI | Sand, gravel | Alluvium | T,T | I,O | Hole, base of pump | 1.0 | 3,034.9 | 23.85 | 9/11/50 | |
1-38-4dcc | D. L. Ough | B | 10.8 | 5 | GI | Sand, gravel | Alluvium | Cy,W | S | Top of casing | 0.0 | 3,039.0 | 8.72 | 7/11/50 | |
1-38-7cba | Bertha Krug | Du | 34.6 | 36 | C,N | Sand, silt | Ogallala | Cy,W | S | Top of board platform | 1.0 | 3,157.7 | 25.71 | 7/11/50 | |
1-38-8add | Clara Magnani | B | 23.1 | 5 | GI | Sand, gravel | Alluvium | Cy,W | D,S | Top of board platform | 1.3 | 3,059.1 | 20.88 | 4/17/46 | |
1-38-8dcc | H. O. Haines | Dr | 34.3 | 18 | GI | Sand, gravel | Alluvium | T,T | I,O | Hole in pump base | 1.0 | 3,058.1 | 13.73 | 9/11/50 | |
1-38-9cdd | J. W. Haines | Dr | 29.0 | 24 | GI | Sand, gravel | Alluvium | T,B | I | Hole in pump base | 1.2 | 3,050.6 | 12.30 | 9/25/50 | |
1-38-9ddc | J. W. Haines | Dr | 40.0 | 24 | GI | Sand, gravel | Alluvium | T,B | I | Hole in pump base | 0.8 | 3,055.1 | 21.46 | 9/25/50 | |
1-38-10acc | P. E. O'Brien, Sr. | Du | 37.5 | 16 | GI | Sand, gravel | Alluvium | HC,G | I | Top of concrete casing | 1.5 | 3,042.6 | 22.37 | 7/11/50 | |
1-38-10ccb | Henry Yost | B | 36.5 | 5 | GI | Sand | Alluvium | N,N | O | Top of concrete platform | 0.2 | 3,051.2 | 20.69 | 12/18/49 | |
1-38-12bad | Clyde Ketler | B | 37.0 | 5 | GI | Sand | Alluvium | Cy,W | S | Top of casing | 0.0 | 3,040.7 | 25.01 | 7/12/50 | |
1-38-17cdd | F. J. Ostick | B | 22.2 | 5 | GI | Sand | Alluvium | Cy,H | S,O | Top of concrete platform | 0.3 | 3,067.7 | 12.55 | 9/11/50 | |
1-38-18dcc | F. R. Walker | B | 29.5 | 5 | GI | Sand | Alluvium | Cy,W | D,S | Top of concrete curb | 1.0 | 3,093.4 | 26.18 | 7/11/50 | |
1-38-19adc | Cecil Holliman | Dr | 38.0 | 24 | GI | Sand, gravel | Alluvium | T,G | I | Top of concrete curb | 1.0 | 3,088.0 | 17.86 | 9/24/50 | Measured yield 400 |
1-38-19daa | L. A. Merklin | Du | 45.0 | 72 | C | Sand, gravel | Alluvium | HC,G | I | Top of concrete casing | 0.0 | 3,096.6 | 27.44 | 7/11/50 | Not used |
1-38-19daa2 | L. A. Merklin | B | 30.3 | 5 | GI | Sand, gravel | Alluvium | Cy,W | D,S | Top of concrete curb | 1.5 | 3,097.9 | 27.44 | 6/13/46 | |
1-38-22bbc | Henry Yost | Dr | 73.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | s | Top of casing | 1.2 | 3,217.7 | 60.06 | 10/2/50 | |
1-38-23cbb | T. Herring | Dr | 45.5 | 5 | GI | Slit | Sanborn | N,N | N | Top of casing | 1.0 | 3,105.4 | 29.73 | 9/25/50 | |
1-38-24ddb | Dan E. Owen | Dr | 54.0 | 4 | GI | Sand | Ogallala | Cy,H,W | S | Top of casing | 1.1 | 3,172.9 | 46.80 | 9/28/50 | |
1-38-25ccb | A. J. Schrader | Dr | 52.0 | 5 | GI | Sand | Ogallala | Cy,H,W | D,S | Top of casing | 1.2 | 3,207.3 | 42.66 | 9/26/50 | |
1-38-27bba | Edwin O'Leary | Dr | 96.5 | 6 | GI | Sand | Ogallala | N,N | N | Top of casing | 1.2 | 3,225.6 | 81.70 | 6/13/46 | Abandoned |
1-38-29bca | J. 0. Bash | B | 44.3 | 5 | GI | Silt | Sanborn | Cy,W | D,S | Top of board platform | 0.8 | 3,126.2 | 40.09 | 6/13/46 | Not in use |
1-38-32cdd | Sam Brunswig | Du | 19.7 | 5 | GI | Silt | Colluvium, Alluvium | Cy,W | D,S | Top of board platform | 0.2 | 3,170.1 | 14.83 | 6/13/46 | |
1-38-34aad | Russell Pearson | Du | 50.0 | 24 | I | Sand | Ogallala | Cy,H,W | D,S | Base of pump | 1.7 | 3,218.9 | 44.57 | 7/21/50 | |
T. 1 S., R. 39 W. | |||||||||||||||
1-39-1aaa | A. G. Shafer | Dr | 47.5 | 5 | GI | Silt, fine sand | Ogallala and/or Sanborn | Cy,W | S | Top of iron plate | 1.2 | 3,173.6 | 36.28 | 10/2/50 | |
1-39-4dbb | Esther B. Bartlett | Du | 44.0 | 24 | ? | Sand, silt | Colluvium | Cy,H,W | D,S | Top of board cover | 1.1 | 3,258.3 | 38.37 | 10/2/50 | Not used |
1-39-12baa | Aletha Stevens | Dr | 92.0 | 4 | GI | Sand | Ogallala | Cy,H | N | Top of concrete curb | 0.0 | 3,260.6 | 87.96 | 6/14/46 | Abandoned |
1-39-14bdc | John E. Morehouse | Du | 35.0 | 48 | C | Slit, fine sand | Colluvium, Alluvium | Cy,W | S | Top of plank cover | 2.2 | 3,174.4 | 22.28 | 7/28/50 | |
1-39-18cbb | E. E. Hester | Du | 102.0 | 36 | GI | Sand | Ogallala | Cy,W | S | Top of plank cover | 1.6 | 3,398.0 | 96.53 | 10/2/50 | |
1-39-21bcc | David S. Harvey | Du | 45.0 | 48 | C | Silt, fine sand | Ogallala | Cy,H,W | D,S | Top of board cover | 0.7 | 3,260.6 | 42.37 | 7/28/50 | Chemical analysis |
1-39-25bbc | South Fork School | B | 28.1 | 5 | GI | Sand, gravel | Alluvium | Cy,H | D | Top of concrete curb | 8.0 | 3,106.7 | 16.30 | 7/10/50 | Chemical analysis |
1-39-25ccd | A. C. Clapp | B | 36.3 | 5 | GI | Sand, gravel | Alluvium | Cy,W,G | S | Top of casing | 1.1 | 3,119.5 | 25.43 | 4/11/46 | |
1-39-26ccc | R. L. Harrison | B | 17.8 | 5 | GI | Sand, gravel | Alluvium | Cy,W | S | Top of concrete curb | 1.0 | 3,115.3 | 13.13 | 7/12/50 | |
1-39-27ddc | R. L. Harrison | Du | 20.0 | 16 | S | Sand, gravel | Alluvium | HC,G | I | 3,114.7 | 10.00 | Abandoned; battery of seven wells | |||
1-39-30dbb | Harvey Barnhart | Du | 26.3 | 34 | C | Sand | Ogallala | Cy,W | D,S | Top of concrete curb | 0.8 | 3,242.0 | 21.77 | 6/6/46 | |
1-39-33cdd | R. L. Queen | B | 23.1 | 5 | GI | Silt | Alluvium | Cy,W | S | Top of concrete curb | 2.0 | 3,163.1 | 19.26 | 7/12/50 | |
T. 1 S., R. 40 W. | |||||||||||||||
1-40-3daa | Marvin Mills | Dr | 31.0 | 5 | GI | Silt | Alluvium | Cy,W | S | Top of tin cover | 0.0 | 3,258.2 | 23.96 | 9/29/50 | |
1-40-16cdd | Jacob Wall | Du | 49.5 | 6 | GI | Silt, fine sand | Ogallala | Cy,H,W | D,S | Top of board cover | 8.0 | 3,378.8 | 41.93 | 9/8/50 | Originally dug; 36 inches in diameter |
1-40-23bba | Gertrude M. Barbour | Du Dr | 43.0 | 5 | GI | Sand | Ogallala | Cy,W | S | Top of board cover | 1.6 | 3,354.3 | 26.67 | 7/28/50 | |
1-40-27ddd | C.H. Ferguson | Dr | 118.0 | 5 | GI | Sand | Ogallala | Cy,W,G | S | Top of concrete curb | 0.7 | 3,355.1 | 111.77 | 8/8/50 | |
1-40-28add | Jacob Keller | Du | 28.0 | 48 | C | Sand | Ogallala | Cy,W | S | Top of board cover | 0.7 | 3,326.6 | 25.48 | 7/28/50 | |
1-40-32cac | Marvin Mills | Du | 34.5 | 24 | ? | Sand, silt | Alluvium | Cy,W | S | Top of concrete curb | 1.6 | 3,322.1 | 31.33 | 8/14/50 | |
1-40-35dcd | Paul F. Rose | Dr | 39.0 | 6 | GI | Sand, silt | Alluvium | Cy,W | S | Top of casing | 0.6 | 3,245.8 | 33.57 | 8/3/50 | |
1-40-36acd | Fred Kamla | Dr | 79.3 | 6 | GI | Sand | Ogallala | Cy,W | D,S | Top of board platform | 0.0 | 3,283.6 | 78.35 | 6/5/46 | |
T. 1 S., R. 41 W. | |||||||||||||||
1-41-7abd | W. E. Brown | Dr | 38.0 | 5 | GI | Sand | Colluvium, Alluvium | Cy,W | S | Top of casing | 2.7 | 3,360.1 | 26.50 | 12/2/50 | Chemical analysis |
1-41-9bca | E. E. Workman | Du | 18.5 | 48 | N | Sand, silt | Colluvium, Alluvium | Cy,W | S | Top of board cover | 2.6 | 3,388.0 | 17.00 | 9/7/50 | |
1-41-23acc | Louisa Rose | Du | 39.5 | 48 | C | Silt | Colluvium, Sanborn | N,N | N | Top of concrete cover | 3.3 | 3,531.1 | 32.92 | 9/8/50 | Abandoned |
1-41-24aab | W. R. Gregory | Du | 75.0 | 36 | N | Sand | Ogallala | Cy,H,W | D,S | Top of board cover | 1.0 | 3,443.6 | 70.20 | 9/8/50 | |
1-41-28daa | H. Roth | Dr | 64.0 | 6 | GI | Sand | Ogallala | Cy,W | S | Top of casing | 1.0 | 3,482.6 | 51.63 | 9/4/50 | |
1-41-29dba | A. J. Clark | Dr | 93.0 | 5 | GI | Sand | Ogallala | Cy,W | S | Top of casing | 1.5 | 3,540.8 | 85.13 | 10/3/50 | Chemical analysis |
1-41-35abb | Anna Keller | Dr | 37.0 | 6 | GI | Sand | Ogallala | Cy,W | D,S | Top of concrete curb | 0.3 | 3,413.8 | 28.30 | 9/1/50 | |
1-41-36dbd | Alva Shull | Dr | 29.2 | 6 | GI | Sand | Alluvium | Cy,H,W | D,S | Top of casing | 1.0 | 3,353.2 | 24.23 | 9/4/50 | |
T. 1 S., R. 42 W. | |||||||||||||||
1-42-1ccc | A. J. McVey | Du | 36.5 | 36 | C | Silt | Alluvium | Cy,W | S | Top of board cover | 3.0 | 3,366.7 | 28.70 | 7/22/50 | |
1-42-4daa | G. J. Puthoff | Dr | 34.5 | 6 | GI | Sand, silt | Alluvium | Cy,W | S | Top of iron plate | 1.6 | 3,319.0 | 17.94 | 12/8/50 | |
1-42-10bda | Bill Newman | Dr | 46.5 | 5 | GI | Sand | Alluvium | Cy,H | D,S | Top of concrete curb | 0.8 | 3,444.3 | 42.64 | 7/22/50 | |
1-42-15cab | Rex Daniels | Du | 22.5 | 48 | C | Sand, silt | Alluvium | Cy,W | S | Top of board cover | 2.0 | 3,377.5 | 19.49 | 8/11/50 | |
1-42-26dda | A. J. Clark | Dr | 125.0 | 5 | GI | Sand, gravel | Ogallala | Cy,H,W | D,S | 3,626.1 | 120.00 | 8/31/50 | |||
T. 2 S., R. 36 W. | |||||||||||||||
2-36-18bbb | Francis Hatch | Dr | 248.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of concrete curb | 1.0 | 3,376.2 | 215.37 | 8/15/50 | Located in Rawlins Co. |
T. 2 S., R. 37 W. | |||||||||||||||
2-37-Idda | Francis Hatch | Dr | 220.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of casing | 1.0 | 3,376.9 | 219.50 | 9/28/50 | |
2-37-3cdd | T. G. Wilkens | Dr | 233.0 | 6 | GI | Sand, gravel | Ogallala | N,N | N | Top of concrete curb | 0.2 | 3,396.0 | 223.02 | 8/15/50 | Abandoned |
2-37-6add | Earl Loop | B | 10.5 | 5 | GI | Sand | Alluvium | Cy,H | S | Top of casing | 0.8 | 3,169.0 | 9.90 | 7/21/50 | |
2-37-16cdd | Buel E. Edie | Dr | 218.0 | 5 | GI | Sand | Ogallala | Cy,W | D,S | Top of concrete curb | 0.7 | 3,403.1 | 215.25 | 9/20/50 | |
2-37-20ddd | Henry Kehlbeck | Dr | 220.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D.S | Top of concrete curb | 0.2 | 3,400.5 | 217.03 | 9/20/50 | Chemical analysis |
2-37-24ddd | E. Hiltz | Dr | 248.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 0.5 | 3,384.6 | 217.79 | 8/15/50 | |
2-37-27aab | Fred A. Hiltz | Dr | 225.5 | 5 | GI | Sand, gravel | Ogallala | Cy,H | N | Hole in casing | 0.2 | 3,404.1 | 220.41 | 8/15/50 | Abandoned; domestic and stock well |
2-37-31bba | A. H. Burr | Dr | 212.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of iron plate | 0.9 | 3,419.7 | 197.27 | 9/13/50 | |
T. 2 S., R. 38 W. | |||||||||||||||
2-38-3bdd | Florence Elley | Dr | 186.0 | 5 | GI | Sand, gravel | Ogallala | Cy,H,W | S | Top of concrete curb | 0.5 | 3,384.8 | 179.10 | 11/3/50 | |
2-38-7baa | Sarah J. Garner | Dr | 60.0 | 5 | GI | Sand | Ogallala | Cy,H,W | N | Top of casing | 1.2 | 3,254.8 | 46.63 | 9/25/50 | Abandoned |
2-38-11cba | R. W. Elley | Dr | 29.0 | 5 | GI | Sand | Ogallala | N,N | N | Top of casing | 0.8 | 3,245.3 | 25.07 | 7/21/50 | Abandoned |
2-38-12bdd | J. H. Donohue | Dr | 58.5 | 5 | GI | Sand | Ogallala | Cy,H,W | D,S | Top of casing | 0.6 | 3,223.1 | 40.03 | 7/21/50 | |
2-38-13bac | J. Harwarth, Jr. | Dr | 76.0 | 5 | GI | Sand | Ogallala | Cy,W | S | Top of casing | 0.5 | 3,270.7 | 73.00 | 9/13/50 | |
2-38-15dbb | L. L. Hines | Dr | 97.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of casing | 0.5 | 3,302.1 | 86.23 | 7/20/50 | |
2-38-25bcc | J. M. Tressler | Dr | 187.0 | 4 | GI | Sand, gravel | Ogallala | Cy,H,W | D,S | Top of concrete curb | 0.7 | 3,408.3 | 184.24 | 9/26/50 | |
2-38-27ddd | W. A. Bartlett | Dr | 237.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D | Top of casing | 0.4 | 3,465.3 | 229.98 | 7/20/50 | |
2-38-28bbb | A. J. Johnson | Dr | 142.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of casing | 1.5 | 3,370.2 | 131.46 | 7/27/50 | |
2-38-30abb | Bruce Cole | Dr | 224.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 0.3 | 3,441.8 | 195.23 | 7/27/50 | |
2-38-30dcd | Bruce Cole | Dr | 177.0 | 5 | GI | Sand, gravel | Ogallala | Cy,N | N | Top of concrete curb | 0.3 | 3,427.9 | 168.24 | 11/1/50 | Abandoned |
2-38-33aaa | R. Bandel | Dr | 86.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of concrete curb | 0.6 | 3,323.2 | 74.05 | 8/7/50 | |
T. 2 S., R. 39 W. | |||||||||||||||
2-39-1aac | Arnold Munyon | Du | 31.0 | 48 | ? | Sand, silt | Alluvium | Cy,W | D,S | Top of cover | 1.3 | 3,161.4 | 19.79 | 7/11/50 | |
2-39-2cbb | Vera Gorthy | B | 26.6 | 5 | GI | Sand, silt | Alluvium | N,N | O | Top of board platform | 0.8 | 3,160.21 | 13.17 | 9/11/50 | |
2-39-3bcd | J. A. Holliman | B | 23.5 | 5 | GI | Sand | Alluvium | Cy,W | S | Top of board platform | 2.0 | 3,145.4 | 15.25 | 7/10/50 | |
2-39-8aba | Harvey Barnhart | Dr | 59.4 | 5 | GI | Sand | Ogallala | Cy,W,G | D,S | Land surface | 0.0 | 3,204.0 | 56.48 | 4/2/46 | |
2-39-10bba | A. L. Pugh | Dr | 39.0 | 5 | GI | Sand | Ogallala | Cy,H | O | Top of casing | 0.5 | 3,166.7 | 26.28 | 9/11/50 | |
2-39-10ccb | Ray Pugh | B | 45.8 | 5 | GI | Sand | Ogallala | Cy,W | D,S | Top of concrete curb | 0.4 | 3,173.2 | 24.40 | 4/11/46 | |
2-39-11cbb | School | Dr | 70.5 | 5 | GI | Sand | Ogallala | Cy,H | D | Top of concrete curb | 0.0 | 3,262.9 | 39.38 | 4/11/46 | |
2-39-16bba | G. Lewis | B | 22.8 | 5 | GI | Sand | Alluvium | Cy,H | S | Top of casing | 1.0 | 3,165.3 | 10.20 | 7/10/50 | |
2-39-17adc | P. E. Gaskill | B | 15.1 | 6 | GI | Sand, gravel | Alluvium | Cy,H | D,S | Top of concrete curb | 0.3 | 3,167.4 | 7.22 | 3/28/46 | Chemical analysis |
2-39-17adc2 | P. E. Gaskill | Du | 22.0 | 18 | GI | Sand, gravel | Alluvium | N,N | I | Top of concrete curb | 1.0 | 10.00 | 12/5/50 | Battery of two wells: not in use | |
2-39-17baa | Myrtle E. Armstrong | Du | 13.5 | 24 | N | Sand, gravel | Alluvium | Cy,W | S,O | Top of board platform | 0.5 | 3,168.7 | 11.78 | 9/11/50 | |
2-39-19ccc | A. C. Keller | B | 22.9 | 4 | GI | Sand, gravel | Alluvium | Cy,H | O | Top of casing | 0.0 | 3,209.0 | 15.97 | 9/11/50 | |
2-39-20abd | F. Felzien | B | 16.6 | 6 | GI | Sand, gravel | Alluvium | Cy,H | S | Top of concrete curb | 1.5 | 3,180.4 | 13.62 | 3/27/46 | |
2-39-20ddd | School | Dr | 68.0 | 5 | GI | Sand, gravel | Ogallala | Cy,H | D | Top of concrete curb | 0.5 | 3,244.5 | 52.79 | 3/27/46 | |
2-39-23dda | Dora E. Warren | Dr | 121.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 0.0 | 3,356.7 | 115.42 | 7/27/50 | Not in use |
2-39-27bbb | G. W. Best | B | 29.3 | 8 | GI | Fine sand, silt | Alluvium | N,N | O | Top of board platform | 1.3 | 3,236.5 | 18.12 | 9/11/50 | |
2-39-32adb | A. L. Pugh | Dr | 50.0 | 6 | GI | Sand | Ogallala | Cy,H,W | D,S | Top of concrete curb | 1.0 | 3,299.9 | 37.55 | 7/10/50 | |
T. 1 S., R. 40 W. | |||||||||||||||
2-40-3dad | John Keller | Dr | 113.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of concrete curb | 0.6 | 3,416.9 | 107.29 | 8/8/50 | |
2-40-7bca | Wendell Hill | Dr | 87.0 | 6 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of casing | 1.3 | 3,450.3 | 81.69 | 9/1/50 | |
2-40-9adc | John Keller | Dr | 169.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of casing | 1.2 | 3,499.2 | 161.90 | 8/8/50 | |
2-40-12bbc | F. R. Douthit | Dr | 130.6 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete slab | 0.3 | 3,420.2 | 128.50 | 8/14/50 | Chemical analysis |
2-40-12dcc | Herbert Bandel | Dr | 115.5 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete slab | 0.5 | 3,394.4 | 83.71 | 6/4/46 | |
2-40-15dad | Ansel Miller | Dr | 52.3 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D | Top of concrete slab | 0.2 | 3,360.4 | 46.79 | 7/8/50 | |
2-40-16bcb | Lawson Cook | Dr | 193.5 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete casing | 2.5 | 3,528.8 | 174.72 | 8/14/50 | |
2-40-20bbc | John Indorf | Dr | 199.0 | 6 | GI | Sand, gravel | Ogallala | Cy,H,W | S | Top of casing | 0.5 | 3,555.3 | 185.90 | 9/4/50 | |
2-40-25cdd | A. C. Keller | Du, Dr | 33.0 | 18 | B,I | Sand, gravel | Alluvium | HC,G | I | 3,219.6 | 14.00 | 12/16/50 | Battery of three wells | ||
2-40-26ccb | G. C. Rogers | Dr | 88.6 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of board platform | 0.3 | 3,387.6 | 79.34 | 12/13/46 | |
2-40-30add | E. Zimbelman | Dr | 155.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of casing | 0.8 | 3,517.0 | 146.90 | 9/8/50 | Not in use |
2-40-33bcc | William Gienger | Dr | 116.5 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 1.0 | 3,456.9 | 109.05 | 7/8/50 | |
2-40-36bbb | Robert Damerall est. | B | 21.6 | 5 | GI | Sand | Alluvium | Cy,H | D | Top of casing | 0.0 | 3,236.8 | 17.70 | 7/7/50 | Not used |
T. 1 S., R. 41 W. | |||||||||||||||
2-41-3cbb | O. M. Partlow | Du | 15.7 | 48 | N | Sand, silt | Alluvium | Cy,H,G | D,S | Top of concrete curb | 0.5 | 3,401.2 | 10.69 | 9/7/50 | |
2-41-6bba | J. A. Smith | Du | 27.0 | 36 | C | Sand, silt | Alluvium | Cy,W | S | Top of concrete curb | 2.0 | 3,485.2 | 23.31 | 9/7/50 | |
2-41-8abb | Earl Bammes | Du | 106.7 | 36 | C | Sand | Ogallala | Cy,H,W | D,S | Top of concrete curb | 0.0 | 3,581.2 | 103.50 | 9/7/50 | |
2-41-9dac | Harvey Ochsner | Dr | 85.0 | 6 | GI | Sand | Ogallala | Cy,W | S | Top of board platform | 3.8 | 3,489.3 | 82.95 | 9/7/50 | |
2-41-13dcd | Dan Rath, Jr. | Dr | 219.0 | 5 | GI | Sand, gravel | Ogallala | Cy,H,W | S | Top of concrete curb | 0.5 | 3,590.3 | 203.40 | 9/1/50 | |
2-41-17dcd | J. G. Northrup | Dr | 192.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of concrete curb | 0.7 | 3,613.5 | 178.71 | 8/11/50 | Reported drilled to shale |
2-41-25daa | Peter Raile | Dr | 147.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of concrete curb | 0.0 | 3,522.9 | 133.71 | 9/1/50 | |
2-41-28daa | J. M. Zimbleman | Dr | 203.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of casing | 0.9 | 3,612.9 | 190.38 | 8/17/50 | |
2-41-33ccc | Mathias Zimbleman | Dr | 238.0 | 5 | GI | Sand, gravel | Ogallala | N,N | N | Top of casing | 0.3 | 3,667.1 | 236.78 | 8/17/50 | Abandoned |
2-41-34ddd | William Zweygardt | Dr | 182.5 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of plate | 0.3 | 3,594.7 | 174.40 | 9/7/50 | |
T. 2 S., R. 42 W. | |||||||||||||||
2-42-3cbc | Christian Samler | Du | 71.5 | 36 | N | Silt, fine sand | Ogallala | Cy,W | D,S | Top of board curb | 2.9 | 3,604.2 | 67.44 | 8/11/50 | |
2-42-13aad | John Rieb | Dr | 175.0 | 5 | GI | Sand | Ogallala | N,N | N | Top of concrete curb | 1.0 | 3,622.0 | 162.16 | 8/31/50 | Abandoned |
2-42-14ddd | Jacob B. Hilt | Dr | 249.0 | 6 | GI | Sand | Ogallala | Cy,W | S | Top of casing | 0.6 | 3,693.2 | 233.38 | 8/11/50 | |
2-42-15ddd | Fred Wall | Dr | 280.0 | 6 | GI | Sand | Ogallala | Cy,W | D,S | Land surface | 0.0 | 3,742.0 | 275.00 | 10/3/50 | Reported drilled to shale |
2-42-22ccc | R. L. Jones et al. | Dr | 207.0 | 5 | GI | Sand | Ogallala | Cy,W | S | Top of concrete curb | 0.0 | 3,671.8 | 194.82 | 7/17/50 | Not in use |
2-42-25bac | Perla E. Mundhenke | Dr | 240.0 | 5 | GI | Sand | Ogallala | Cy,H,W | N | Top of casing | 1.0 | 3,683.8 | 232.74 | 7/22/50 | Abandoned domestic and stock well |
2-42-26cbc | L. W. Northrup | Dr | 256.0 | 5 | GI | Sand | Ogallala | Cy,W | D,S | Top of concrete curb | 0.3 | 3,723.3 | 251.92 | 8/31/50 | |
2-42-33cbd | Fred Hilt | Dr | 253.0 | 5 | GI | Sand | Ogallala | Cy,W | S | Top of concrete curb | 0.2 | 3,741.3 | 243.22 | 8/31/50 | |
T. 3 S., R. 36 W. | |||||||||||||||
3-36-19baa | H. E. Archer | Dr | 198.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of casing | 0.4 | 3,382.6 | 191.79 | 8/15/50 | Located in Rawlins Co. |
T. 3 S., R. 37 W. | |||||||||||||||
3-37-2add | Eva Antholz | Dr | 212.0 | 5 | GI | Sand, gravel | Ogallala | N,N | N | Top of casing | 0.6 | 3,397.0 | 208.25 | 9/20/50 | Abandoned |
3-37-3ccb | Harvey Dorsch | Dr | 234.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of curb | 0.6 | 3,414.4 | 206.69 | 8/7/50 | |
3-37-6baa | M. T. Wright | Dr | 226.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 0.5 | 3,445.4 | 218.27 | 9/13/50 | Not in use |
3-37-17ccc | F. Beethe | Dr | 202.0 | 4 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of casing | 1.0 | 3,440.1 | 200.88 | 9/26/50 | |
3-37-22bcb | O. E. Smith | Dr | 210.0 | 5 | GI | Sand, gravel | Ogallala | Cy,H | D,S | Top of concrete curb | 0.6 | 3,422.6 | 201.63 | 8/7/50 | Abandoned |
3-37-24cdc | Mary E. Phipps | Dr | 203.5 | 5 | GI | Sand, gravel | Ogallala | Cy,N | N | Top of concrete curb | 0.3 | 3,395.6 | 189.57 | 8/15/50 | Abandoned |
3-37-30bab | Bird City cemetery | Dr | 224.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | P | Top of plate | 0.3 | 3,472.5 | 219.43 | 9/13/50 | |
3-37-31dcc | Amelie Carstens | Dr | 225.0 | 5 | GI | Sand | Ogallala | Cy,W | D,S | Top of plate | 0.5 | 3,481.6 | 218.32 | 9/19/50 | |
3-37-36dbc | E. H. Dankenbring | Dr | 191.0 | 5 | GI | Sand | Ogallala | Cy,W | S | Top of concrete curb | 0.4 | 3,382.3 | 175.86 | 8/15/50 | |
T. 3 S., R. 38 W. | |||||||||||||||
3-38-1dcd | Clarence Burr | Dr | 232.0 | 5 | GI | Sand | Ogallala | Cy,W | D,S | Top of concrete curb | 0.3 | 3,460.4 | 220.48 | 8/7/50 | |
3-38-7cdc | L. D. Waters | Dr | 213.0 | 5 | GI | Sand | Ogallala | Cy,W | S | Top of casing | 0.4 | 3,489.5 | 207.70 | 9/13/50 | |
3-38-8bbb | H. Beeson | Dr | 179.0 | 5 | GI | Sand | Ogallala | N,N | N | Top of casing | 0.8 | 3,442.3 | 168.34 | 7/27/50 | Not in use |
3-38-10aaa | J. W. Wright | Dr | 215.0 | 5 | GI | Sand | Ogallala | Cy,W | D,S | Top of casing | 0.5 | 3,464.0 | 207.13 | 8/7/50 | |
3-38-14cdd | A. L. Kehlbeck | Dr | 231.0 | 5 | GI | Sand | Ogallala | Cy,W | D,S | Top of casing | 0.4 | 3,486.4 | 222.54 | 9/27/50 | |
3-38-17dad | Gladys & Lucille Beatty | Dr | 243.0 | 5 | GI | Sand | Ogallala | Cy,W | D,S | Top of concrete curb | 0.7 | 3,511.8 | 234.05 | 8/7/50 | |
3-38-19ddd | A. E. Combs | Dr | 245.0 | 5 | GI | Sand | Ogallala | Cy,W | D,S | Top of casing | 0.8 | 3,523.6 | 230.33 | 8/7/50 | |
3-38-27ada | B. L. Childers | Dr | 230.0 | 5 | GI | Sand | Ogallala | N,N | N | Top of casing | 0.3 | 3,491.8 | 221.00 | 7/20/50 | Abandoned |
3-38-36bab | M. A. Hughs | Dr | 272.0 | 16 | S | Sand, gravel | Ogallala | T,G | I | Hole, pump base | 1.8 | 3,466.6 | 198.90 | 9/23/50 | |
3-38-36bad | Bird City | Dr | 260.0 | 16 | S | Sand, gravel | Ogallala | T,E | P | 3,460.9 | 195.00 | 9/18/50 | Estimated yield 125 | ||
3-38-36bad2 | Bird City | Dr | 240.0 | 12 | S | Sand, gravel | Ogallala | T,E | P | 3,460.9 | 195.00 | 9/18/50 | Estliriated yield 75 | ||
3-38-36bad3 | Bird City | Dr | 230.0 | 12 | S | Sand, gravel | Ogallala | Cy,E | P | 3,460.9 | 195.00 | 9/18/50 | Estimated yield 55 | ||
T. 3 S., R. 39 W. | |||||||||||||||
3-39-2aca | Inland Mfg. Company | Dr | 135.2 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of casing | 0.4 | 3,391.6 | 114.26 | 9/13/50 | |
3-39-3ccc | L. R. and Ella Hurtt | Dr | 166.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 0.0 | 3,443.9 | 154.17 | 7/19/50 | |
3-39-4ccc | A. F. Magley | Dr | 75.5 | 5 | GI | Sand, gravel | Ogallala | Cy,H,W | D,S | Top of casing | 0.5 | 3,351.1 | 65.25 | 7/19/50 | Not used |
3-39-6aaa | Rosa F. Shoemaker | B | 14.8 | 5 | GI | Sand | Alluvium | Cy,H | N | Top of concrete slab | 0.7 | 3,251.3 | 7.14 | 3/26/46 | Abandoned |
3-39-8bad | A. F. Magley | B | 32.5 | 5 | GI | Sand | Alluvium | Cy,W | S | Top of board platform | 1.6 | 3,309.6 | 24.63 | 7/10/50 | |
3-39-12ccd | Ruby E. Query | Dr | 233.0 | 5 | GI | Sand | Ogallala | Cy,W | D,S | Top of casing | 0.8 | 3,513.7 | 227.32 | 7/27/50 | |
3-39-16bcc | R. J. Randall | Dr | 182.0 | 5 | GI | Sand | Ogallala | Cy,W | D,S | Top of casing | 0.2 | 3,480.6 | 172.29 | 7/19/50 | |
3-39-19ccc | B. Stellet | Dr | 66.0 | 5 | GI | Sand, gravel | Ogallala | Cy,H,W | D,S | Top of concrete curb | 1.2 | 3,390.2 | 61.40 | 7/19/50 | |
3-39-22ddd | Roy Jackson | Dr | 170.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of iron plate | 0.2 | 3,478.3 | 162.81 | 9/26/50 | |
3-39-23aaa | Henry Watt | Dr | 206.0 | 5 | I | Sand, gravel | Ogallala | Cy,W | D,S | Top of casing | 2.2 | 3,499.4 | 210.50 | 7/19/50 | |
3-39-25ddc | R. O. Atkinson | Dr | 186.0 | 5 | GI | Sand, gravel | Ogallala | N,N | N | Top of casing | 0.5 | 3,488.5 | 178.80 | 8/22/50 | Abandoned |
3-39-28cbb | L. W. Dean | Dr | 168.0 | 5 | GI | Sand, gravel | Ogallala | Cy,H,W | D,S | Top of board curb | 0.6 | 3,479.1 | 150.25 | 7/19/50 | |
3-30-30cdc | J. M. Roylston | Dr | 84.5 | 6 | GI | Sand, gravel | Ogallala | Cy,H,W | S | Top of casing | 1.0 | 3,404.0 | 61.26 | 9/27/50 | Not in use |
3-39-34ddd | J. L. Northrup | Dr | 204.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of casing | 0.6 | 3,528.3 | 199.78 | 7/24/50 | |
T. 3 S., R. 40 W. | |||||||||||||||
3-40-1daa | Noble Dorsch | B | 16.8 | 5 | GI | Sand | Alluvium | Cy,H | D | Top of casing | 1.0 | 3,264.4 | 10.72 | 7/10/50 | |
3-40-2acc | G. A. Briney | Dr | 30.5 | 16 | S | Sand, gravel | Alluvium | T,G | I | Hole, base of pump | 0.4 | 3,245.9 | 14.22 | 10/17/50 | |
3-40-2cab | E. H. Felzien | B | 32.0 | 5 | GI | Sand, gravel | Alluvium | Cy,H | S | Top of concrete floor | 0.5 | 3,254.0 | 19.89 | 7/7/50 | |
3-40-8bcc | Chreist Zimbelman | Dr | 19.0 | 6 | GI | Sand | Ogallala | Cy,H | D | Top of casing | 0.5 | 3,354.1 | 18.25 | 8/10/50 | Abandoned |
3-40-9baa | P. G. Walter | B | 16.2 | 5 | GI | Sand | Ogallala | Cy,H | O,S | Top of casing | 0.0 | 3,344.4 | 12.53 | 9/11/50 | |
3-40-10daa | Lester Confer | Dr | 17.0 | 8 | GI | Sand | Alluvium | HC,G | I | Top of casing | 0.9 | 3,253.5 | 6.44 | 10/17/50 | Battery of seven wells |
3-40-11acc | C. F. Felzien | Du | 17.0 | 6 | GI | Sand, gravel | Alluvium | Cy,W,H | S | Top of concrete curb | 0.4 | 3,253.0 | 9.99 | 7/10/50 | |
3-40-12dcd | A. C. Hancock | Dr | 88.9 | 5 | GI | Sand, gravel | Ogallala | Cy,H | S | Top of concrete curb | 0.7 | 3,373.4 | 75.65 | 7/10/50 | Abandoned |
3-40-15bac | J. L. Finley | Du | 14.2 | 22 | I | Sand, gravel | Alluvium | Cy, H | S | Top of board platform | 0.4 | 3,269.7 | 10.22 | 7/8/50 | |
3-40-16bcc | P. Raile | B | 14.0 | 6 | GI | Sand, gravel | Alluvium | Cy,H | S | Top of casing | 0.4 | 3,312.8 | 11.09 | 9/8/50 | |
3-40-16daa | J. L. Finley | B | 14.3 | 6 | GI | Sand, gravel | Alluvium | N,N | N | Top of concrete curb | 1.0 | 3,278.1 | 11.20 | 12/18/49 | Abandoned |
3-40-21acb | Dr. E. J. Keller | B | 18.3 | 6 | GI | Sand, gravel | Alluvium | Cy,H | S | Top of concrete curb | 0.4 | 3,301.8 | 12.48 | 7/13/50 | |
3-40-21cbd | E. T. Sherlock | Du | 23.0 | 12 | GI | Sand, gravel | Alluvium | HC,G | I | Top of concrete casing | 0.3 | 3,296.4 | 12.88 | 7/31/50 | Battery of three wells |
3-40-21dad | Chicago, Burlington & Quincy Railroad | Du,Dr | 17 | 10.0 | S | Sand, gravel | Alluvium | P,G | R | Top of casing | -7.7 | 3,283.9 | 4.28 | 6/1/51 | |
3-40-21dcd | City of St. Francis | Dr | 30.0 | 24 | GT | Sand, gravel | Alluvium | T,E | p | 3,294.1 | 10.0 | 9/29/50 | |||
3-40-21dcd2 | City of St. Francis | Du,Dr | 26.0 | 18 | GI | Sand, gravel | Alluvium | T,E | P | Top of concrete curb | 3.3 | 3,295.2 | 13.26 | 9/29/50 | |
3-40-21dcd3 | City of St. Francis | Du,Dr | 25.0 | 24 | C, GI | Sand, gravel | Alluvium | HC,E | P | 3,292.5 | 10.00 | 9/29/50 | |||
3-40-21dcd4 | City of St. Francis | Du,Dr | 25.0 | 24 | C, GI | Sand, gravel | Alluvium | P,E | P | 3,293.2 | 10.00 | 9/29/50 | |||
3-40-22aba | T. Holliman et al. | B | 19.2 | 5 | GI | Sand, gravel | Alluvium | N,N | O | Top of concrete curb | 0.2 | 3,286.3 | 12.35 | 9/11/50 | |
3-40-23caa | St. Francis cemetery | Dr | 60.5 | 4 | GI | Sand | Ogallala | Cy,W | p | Top of concrete curb | 0.0 | 3,370.6 | 48.88 | 7/19/50 | |
3-40-26bbb | C. Lloyd | B | 36.8 | 5 | GI | Sand | Ogallala | Cy,W | D,S | Top of concrete curb | 0.5 | 3,361.1 | 30.70 | 7/7/50 | |
3-40-28abc | Joe Cook | Du | 24.0 | 8 | GI | Sand, gravel | Alluvium | HC,G | I | Top of casing | 0.3 | 3,297.1 | 10.22 | 7/29/50 | |
3-40-28add | John A. Ketter | B | 25.3 | 8 | GI | Sand | Ogallala | Cy,H | D | Top of concrete curb | 0.5 | 3,353.8 | 22.15 | 7/6/50 | Reported drilled to shale |
3-40-28cbb | D. Danielson | B | 25.5 | 5 | GI | Sand, gravel | Alluvium | N,N | O | Land surface | 0.0 | 3,307.6 | 11.08 | 9/11/50 | |
3-40-29bcc | D. Danielson | Dr | 22.0 | 16 | GI | Sand, gravel | Alluvium | T,T | I | Top of casing | 0.7 | 3,314.0 | 9.33 | 8/3/50 | Yield 150 to 200 |
3-40-30dac | D. Danielson | Du | 29.7 | 60 | C | Sand, gravel | Alluvium | HC,G | I | Top of concrete casing | 1.0 | 3,332.5 | 19.85 | 8/9/50 | Battery of two wells |
3-40-30dec | Coy L. DeGood | B | 19.5 | 8 | GI | Sand, gravel | Alluvium | Cy,W | S | Top of board platform | 0.2 | 3,330.0 | 11.97 | 3/1/46 | |
3-40-32cad | Peter Sturm estate | Du,Dr | 20.4 | 16 | C, GI | Sand, gravel | Alluvium | Cy,G | I | Land surface | 0.0 | 3,341.5 | 8.80 | 7/6/50 | Battery of six wells; not in use |
3-40-33dda | H. L. Harkins | Dr | 27.4 | 6 | GI | Sand, gravel | Ogallala | Cy,H | O | Top of concrete curb | 0.0 | 3,370.3 | 12.81 | 9/11/50 | |
3-40-36bbb | W. R. Wilber | Dr | 109.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of concrete curb | 1.0 | 3,433.8 | 85.85 | 7/7/50 | |
T. 3 S., R. 41 W. | |||||||||||||||
3-41-1aaa | H. J. Holzworth | Dr | 155.5 | 6 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of casing | 1.0 | 3,532.7 | 149.77 | 9/1/50 | |
3-41-2ccc | Salem Lutheran Church | Dr | 182.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of casing | 0.0 | 3,591.4 | 171.50 | 7/17/50 | Chemical analysis |
3-41-6bab | Fred Walter | Dr | 200.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | 3,651.5 | 199.00 | 8/10/50 | |||
3-41-9cca | R. J. Walter | Dr | 83.0 | 5 | GI | Sand, gravel | Ogallala | Cy,H,W | S | Top of casing | 1.3 | 3,519.1 | 79.21 | 8/10/50 | |
3-41-10cda | John Schauer | Dr | 136.5 | 5 | GI | Sand, gravel | Ogallala | Cy,H,W | D,S | Top of casing | 0.8 | 3,559.3 | 126.95 | 8/10/50 | |
3-41-13ccd | F. Walz | B | 15.1 | 5 | GI | Sand, gravel | Alluvium, Ogallala | Cy,H | O | Top of casing | 0 | 3,388.2 | 8.13 | 9/11/50 | |
3-41-17dda | L. A. Schlepp | Dr | 38.5 | 5 | GI | Sand, gravel | Ogallala | N,N | N | Top of casing | 0.9 | 3,483.1 | 38.20 | 7/18/50 | Abandoned |
3-41-19ccd | Emil Lampe | Dr | 182.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of casing | 0.2 | 3,643.5 | 171.48 | 8/10/50 | |
3-41-20bba | George Holzworth | Dr | 46.5 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of concrete curb | 0.6 | 3,499.3 | 40.15 | 9/7/50 | |
3-41-26aaa | C. A. P. Falconer | Dr | 143.0 | 6 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of concrete curb | 0.6 | 3,536.3 | 131.73 | 6/12/46 | Abandoned |
3-41-28bcc | L. A. Schlepp | Dr | 215.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | 3,627.4 | 175.00 | 8/10/50 | |||
3-41-29aba | Theo. Burr | Dr | 135.0 | 5 | GI | Sand, gravel | Ogallala | Cy,H,G | S | 3,563.8 | 110.00 | 8/10/50 | |||
3-41-34abd | Lyle Whitmore | Dr | 104.5 | 6 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 1.0 | 3,548.8 | 101.72 | 6/12/46 | |
3-41-36aaa | John Zweygardt | B | 29.8 | 8 | GI | Sand | Ogallala | Cy,W | S | Top of concrete curb | 0.8 | 3,381.3 | 26.55 | 7/6/50 | |
T. 3 S., R. 42 W. | |||||||||||||||
3-42-2dba | Edw. Schlepp et al. | Dr | 230.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of concrete curb | 0.6 | 3,689.3 | 217.42 | 7/18/50 | |
3-42-10ccc | Albert Van Dike | Dr | 214.5 | 5 | GI | Sand, gravel | Ogallala | Cy,H | N | Top of casing | 0.8 | 3,717.7 | 206.32 | 7/17/50 | Not in use |
3-42-11ddd | Edw. Schlepp et al. | Dr | 177.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of casing | 1.0 | 3,645.4 | 163.30 | 7/18/50 | |
3-42-21bcc | Andrew Rueb | Dr | 209.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W,G | D,S | Top of concrete curb | 0.7 | 3,736.9 | 202.39 | 8/9/50 | |
3-42-23ada | William Rueb, Jr. | Dr | 106.0 | 5 | GI | Sand, gravel | Ogallala | Cy,H,W | D,S | Top of casing | 1.0 | 3,601.8 | 93.84 | 8/9/50 | |
3-42-25ccc | School district | Dr | 220.0 | 6 | GI | Sand, gravel | Ogallala | Cy,E | D | Top of casing | -3.25 | 3,687.1 | 187.25 | 8/1/50 | |
3-42-28dda | Clarence Raile | Dr | 159.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Hole, base of pump | 0.3 | 3,679.5 | 151.62 | 8/31/50 | Chemical analysis |
T. 4 S., R. 36 W. | |||||||||||||||
4-36-19cbc | L. Briney | Dr | 171.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of iron plate | 0.5 | 3,370.1 | 152.54 | 9/18/50 | Located in Rawlins Co. |
T. 4 S., R. 37 W. | |||||||||||||||
4-37-2cbb | Winifred Weaver | Dr | 191.0 | 5 | GI | Sand, gravel | Ogallala | Cy,H,W | D,S | Top of concrete curb | 0.2 | 3,409.0 | 181.19 | 9/19/50 | Not in use |
4-37-4bbc | C. E. Overturf | Dr | 211.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 0.4 | 3,449.2 | 204.07 | 9/23/50 | |
4-37-14aba | E. L. Seymour et al. | Dr | 193.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 0.2 | 3,390.7 | 164.78 | 8/16/50 | |
4-37-16baa | Gladys M. Casford | Dr | 210.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W. | D,S | Top of iron plate | 0.7 | 3,432.5 | 183.60 | 9/19/50 | |
4-37-18bbc | Elsie E. Skeen | Dr | 202.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of curb | 0.8 | 3,467.3 | 198 | 7/24/50 | Abandoned; unable to obtain measurement |
4-37-23bcc | Clem Wahrman | Dr | 129.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 0.4 | 3,367.9 | 124.06 | 9/18/50 | Chemical analysis |
4-37-23ccb | Clem Wahrman | Dr | 128.0 | 8 | I | Sand, gravel | Ogallala | T,G | I | Hole, base of pump | 2.5 | 3,310.2 | 62.65 | 9/18/50 | Measured yield 735 |
4-37-25bbb | A. E. Sheetz | Dr | 83.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | s | Top of concrete curb | 0.0 | 3,318.6 | 54.55 | 8/16/50 | |
4-37-29bbb | P. C. Gleason | Dr | 130.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of casing | 0.5 | 3,389.7 | 123.27 | 8/22/50 | |
4-37-34baa | Gladys Rist | Dr | 70.2 | 5 | GI | Sand, gravel | Ogallala | N,N | N | Top of casing | 0.0 | 3,320.4 | 64.11 | 8/16/50 | Abandoned |
T. 4 S., R. 38 W. | |||||||||||||||
4-38-4bbb | Floyd E. Wright | Dr | 220.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 0.4 | 3,514.3 | 215.67 | 8/7/50 | Chemical analysis |
4-38-15add | Herman and Herman | Dr | 203.0 | 5 | GI | Sand, gravel | Ogallala | N,N | N | Top of casing | 0.0 | 3,495.8 | 198.42 | 8/24/50 | Abandoned |
4-38-18bbb | A. C. Lillich | Dr | 186.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of casing | 1.0 | 3,511.5 | 179.41 | 8/24/50 | |
4-38-21add | L. A. Partch | Dr | 187.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | N | Top of casing | 1.4 | 3,492.1 | 183.28 | 8/22/50 | |
4-38-26bca | Martin C. Busse | Dr | 235.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of casing | 0.8 | 3,503.8 | 200.02 | 8/22/50 | |
4-38-29aaa | B. F. Nixon | Dr | 190.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 1.0 | 3,509.8 | 186.80 | 9/23/50 | |
4-38-33ada | Glenn Bowers | Dr | 250.0 | 10 | S | Sand, gravel | Ogallala | Cy,W | D,S | Top of casing | 1.1 | 3,512.9 | 198.10 | 8/23/50 | |
4-38-36aaa | John Murray | Dr | 169.0 | 5 | GI | Sand, gravel | Ogallala | Cy,H,W | D,S | Top of concrete curb | 1.4 | 3,455.5 | 165.60 | 8/23/50 | |
T. 4 S., R. 39 W. | |||||||||||||||
4-39-1baa | H. O. Igou | Dr | 230.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 0.6 | 3,543.3 | 223.87 | 8/7/50 | |
4-39-5ddd | R. Witt | Dr | 129.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 0.8 | 3,470.1 | 118.12 | 9/23/50 | |
4-39-7abb | J. W. Stermer | Dr | 105.0 | 5 | GI | Sand, gravel | Ogallala | Cy,H,W | D,S | Top of casing | 0.6 | 3,447.5 | 84.90 | 7/24/50 | |
4-39-10baa | M. S. Caldwell | Dr | 157.5 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of casing | 0.9 | 3,492.3 | 150.74 | 7/24/50 | |
4-39-11ccd | P. A. McClure | Dr | 142.5 | 6 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of casing | 0.6 | 3,476.5 | 136.79 | 7/20/50 | Not in use |
4-39-18bbb | Lyda Simeon | Dr | 154.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 0.5 | 3,517.6 | 144.55 | 8/21/50 | |
4-39-20bbb | John Kuhlman | Dr | 143.5 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of casing | 0.8 | 3,508.7 | 135.40 | 7/24/50 | |
4-39-25aba | John Magley | Dr | 160.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 1.1 | 3,499.0 | 157.65 | 8/22/50 | |
4-39-27dad | Chris Andrist | Dr | 160.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 1.2 | 3,496.3 | 134.20 | 8/22/50 | |
4-39-32abb | H. Lloyd | Dr | 144.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of concrete curb | 0.1 | 3,525.2 | 137.65 | 7/14/50 | |
4-39-36dba | Arnold Schield | Dr | 163.0 | 5 | I | Sand, gravel | Ogallala | Cy,W | D,S | Top of casing | 3.0 | 3,510.3 | 152.24 | 8/22/50 | |
T. 4 S., R. 40 W. | |||||||||||||||
4-40-2aad | Harold Bracelin | Dr | 91.0 | 6 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of casing | 0.4 | 3,438.1 | 77.83 | 8/23/50 | Chemical analysis |
4-40-3dba | Elmer M. Moberly | Dr | 101.2 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 0.5 | 3,446.7 | 79.25 | 7/6/50 | |
4-40-5adc | John W. Harkins | Dr | 17.5 | 6 | GI | Sand, gravel | Alluvium | Cy,W | D | Top of casing | 0.3 | 3,371.4 | 12.72 | 7/6/50 | |
4-40-5ccc | School | Dr | 65.7 | 6 | GI | Sand, gravel | Ogallala | Cy,H | D | Top of concrete curb | 0.5 | 3,429.1 | 53.44 | 7/6/50 | |
4-40-6abb | Peter Sturm estate | B | 24.1 | 6 | GI | Sand, gravel | Alluvium | Cy,W | S | Top of concrete curb | 0.4 | 3,348.8 | 16.72 | 3/8/46 | |
4-40-7bcb | T. O. Williams | Dr | 58.8 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 0.3 | 3,431.5 | 53.94 | 3/20/46 | |
4-40-10ddd | Pearl B. Harkins | Dr | 122.0 | 6 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of concrete curb | 0.7 | 3,488.2 | 112.47 | 8/12/50 | |
4-40-14ddd | School | Dr | 123.5 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D | Top of casing | 0.2 | 3,492.0 | 109.88 | 7/14/50 | |
4-40-16bbb | Pearl B. Harkins | B | 29.8 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of board platform | 0.7 | 3,410.2 | 24.88 | 6/7/46 | |
4-40-18dac | J. L. Evins | Dr | 82.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 0.7 | 3,454.2 | 60.00 | 6/10/46 | |
4-40-22bcb | L. C. Brown | Dr | 114.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of concrete curb | 0.2 | 3,519.8 | 126.10 | 8/12/50 | |
4-40-26daa | R. Rogers | Dr | 185.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W,G | S | Top of casing | 0.8 | 3,569.1 | 170.00 | 8/21/50 | |
4-40-29bba | P. W. Price | Dr | 193.0 | 5 | GI | Sand, gravel | Ogallala | N,N | N | Top of concrete curb | 1.4 | 3,598.8 | 182.00 | 8/12/50 | Abandoned |
4-40-31dad | Marion Rogers | Dr | 111.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 2.1 | 3,542.3 | 99.83 | 8/17/50 | |
4-40-35cbc | W. H. Smull, Jr. | Dr | 223.0 | 4 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of casing | 0.0 | 3,634.1 | 213.84 | 8/21/50 | |
T. 4 S., R. 41 W. | |||||||||||||||
4-41-2aad | W. E. Johnson | B | 29.9 | 6 | GI | Sand, gravel | Alluvium | Cy,H | S,O | Top of concrete curb | 0.7 | 3,370.8 | 26.36 | 9/11/50 | |
4-41-4bba | Fred Zweygardt | Dr | 131.5 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 1.2 | 3,568.5 | 119.72 | 6/12/46 | |
4-41-4dca | Fred Zweygardt | Dr | 96.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of board platform | 1.0 | 3,518.8 | 91.10 | 7/6/50 | |
4-41-6dcc | A.E. Zimbelman | Dr | 126.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 0.7 | 3,574.1 | 113.02 | 7/5/50 | |
4-41-8ddd | Fred Zweygardt | Dr | 90.5 | 5 | GI | Sand, gravel | Ogallala | Cy,H | D | Top of concrete curb | 0.0 | 3,505.1 | 88.64 | 3/11/46 | Abandoned |
4-41-12ccb | J. E. Cullum | Dr | 57.4 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 0.5 | 3,435.3 | 46.66 | 7/7/50 | |
4-41-16bcc | K. D. Crumly | S | Ogallala | D | 3,414.6 | 12/2/50 | Chemical analysis | ||||||||
4-41-16daa | F. R. Douthit | B | 26.3 | 5 | GI | Sand, gravel | Alluvium | Cy,W | S | Top of concrete curb | 1.0 | 3,408.8 | 15.54 | 3/8/46 | |
4-41-21cbb | F. R. Douthit | Dr | 29.0 | 5 | GI | Sand, gravel | Ogallala | N,N | N | Top of casing | 1.0 | 3,430.4 | 22.12 | 10/4/50 | Abandoned |
4-41-23aab | Gus Schorzman | Dr | 128.5 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of casing | 0.0 | 3,525.9 | 119.38 | 7/7/50 | |
4-41-24ddd | George Williams | Dr | 192.0 | 6 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 0.5 | 3,588.8 | 173.36 | 6/10/46 | |
4-41-26adc | D. E. Warner | Dr | 167.5 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 0.3 | 3,570.9 | 140.92 | 7/6/50 | |
4-41-27dcc | T. J. Douthit | Dr | 118.3 | 4 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of concrete curb | 0.5 | 3,552.2 | 110.82 | 7/5/50 | |
4-41-31acb | Glenn Rogers | Dr | 117.6 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 0.8 | 3,553.1 | 95.52 | 7/5/50 | |
4-41-32aba | Simon E. Matson | Dr | 64.3 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 1.6 | 3,509.9 | 60.61 | 7/5/50 | |
4-41-32ddb | Simon E. Matson | Dr | 121.2 | 6 | GI | Sand, gravel | Ogallala | N,N | O | Top of casing | 0.0 | 3,576.4 | 113.25 | 9/11/50 | |
4-41-36cdd | C. C. Harkins | Dr | 231.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 0.1 | 3,676.6 | 221.18 | 8/12/50 | |
T. 4 S., R. 42 W. | |||||||||||||||
4-42-2ccc | Henry Lampe | Dr | 190.0 | 5 | GI | Sand, gravel | Ogallala | N,N | N | Top of casing | 0.7 | 3,681.6 | 179.15 | 7/13/50 | Abandoned; domestic and stock well |
4-42-5aaa | W. E. Klie | Dr | 223.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 1.2 | 3,737.2 | 192.12 | 8/9/50 | |
4-42-9bcc | J. E. Slothard | Dr | 87.0 | 5 | GI | Sand, gravel | Ogallala | Cy,H,W,G | D,S | 3,602.5 | 82.00 | 8/9/50 | |||
4-42-11ada | Wilmer Lampe | Dr | 186.5 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 1.2 | 3,658.56 | 174.50 | 6/11/46 | |
4-42-13aad | Henry Lampe | Dr | 145.5 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of concrete curb | 1.0 | 3,593.4 | 139.89 | 6/11/46 | |
4-42-15bca | Wilmer Lampe | Dr | 153.4 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of concrete curb | 0.5 | 3,642.0 | 136.93 | 6/11/46 | |
4-42-15ddd | School | Dr | 149.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D | Top of board platform | 0.5 | 3,618.4 | 137.65 | 6/11/46 | Abandoned school well |
4-42-22cdd | F. F. Scheller | B | 38.5 | 5 | GI | Sand, gravel | Ogallala | Cy,G | D,S | Top of concrete curb | 1.0 | 3,512.3 | 25.78 | 6/5/50 | |
4-42-24cac | Jake Waltz | Dr | 51.3 | 24 | GI | Sand, gravel | Ogallala | T,T | I,0 | Hole in base of pump | 0.8 | 3,474.1 | 25.82 | 9/11/50 | |
4-42-24dad | Harvey Ochsner | B | 24.3 | 6 | GI | Sand, gravel | Alluvium | Cy,W | D,S | Top of casing | 0.7 | 3,449.9 | 16.06 | 7/5/50 | Chemical analysis |
4-42-26bad | P. E. O'Brien, Jr. | Dr | 51.1 | 24 | GI | Sand, gravel | Ogallala | T,D | I | Hole, base of pump | 0.8 | 3,486.6 | 22.28 | 9/15/50 | Drawdown 27, yield 560 after 6 1/2 hours of pumping |
4-42-26bca | P. E. O'Brien, Jr. | Dr | 57.0 | 18 | I | Sand, gravel | Ogallala | T,G | I | Hole, base of pump | 0.7 | 3,488.5 | 18.85 | 7/13/50 | Yield 316 |
4-42-28cbc | Mary O. West | Dr | 23.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of casing | 2.2 | 3,543.6 | 17.28 | 8/9/50 | |
4-42-34dab | David Konkel | B | 41.3 | 5 | GI | Sand, gravel | Ogallala | Cy,H | D | Top of casing | 0.2 | 3,512.6 | 30.11 | 7/5/50 | |
4-42-34dbb | Grace B. Sheldon | B | 14.8 | 5 | GI | Sand, gravel | Alluvium | N,N | N | Top of concrete curb | 0.1 | 3,494.1 | 9.99 | 12/18/49 | Abandoned |
4-42-36bcb | Bessie E. White | Dr | 71.7 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 1.0 | 3,538.2 | 71.52 | 7/5/50 | |
T. 5 S., R. 37 W. | |||||||||||||||
5-37-1abb | G. L. Cooper | Dr | 169.5 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of plate | 0.8 | 3,381.3 | 152.07 | 8/16/50 | |
5-37-7ccb | A. C. Nelson | Dr | 75.0 | 6 | GI | Sand, gravel | Ogallala | Cy,H,W | S | Top of concrete curb | 1.0 | 3,374.2 | 65.83 | 7/25/50 | |
5-37-8aad | Fredrika Sorensen | Dr | 81.5 | 5 | GI | Sand, gravel | Ogallala | Cy,N | N | Top of concrete curb | 1.3 | 3,346.7 | 69.60 | 8/16/50 | Abandoned |
5-37-9aad | L. Childers | Dr | 67.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W,G | S | Top of casing | 0.1 | 3,329.2 | 59.78 | 9/18/50 | |
5-37-11bcb | Orange Fellows | Dr | 140.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of plate | -4.6 | 3,384.5 | 125.23 | 8/24/50 | |
5-37-12abb | Orange Fellows | Dr | 155.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of plate | 0.3 | 3,382.6 | 150.38 | 9/18/50 | Not in use |
5-37-14ccc | Christina Eggers et al. | Dr | 134.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of concrete curb | 0.0 | 3,367.7 | 123.27 | 7/25/50 | |
5-37-15bdd | Walter Eggers | Du, Dr | 225.0 | 18 | C,S | Sand, gravel | Ogallala | T,B | I | 3,388.1 | 134.00 | 7/25/50 | |||
5-37-17cdc | R. J. Dunn | Dr | 158.5 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of casing | 0.3 | 3,444.2 | 151.37 | 8/23/50 | |
5-37-22cbb | Harold Glasco | Dr | 149.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of plate | 1.0 | 3,400.8 | 141.10 | 8/24/50 | |
5-37-24cac | J. Eggers | Dr | 44.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of plate | 0.3 | 3,256.9 | 33.38 | 9/19/50 | |
5-37-26bcc | C. K. Fisher | Dr | 24.5 | 5 | GI | Sand, gravel | Ogallala | Cy,H | D | Top of casing | 0.0 | 3,265.2 | 18.62 | 9/19/50 | Not in use |
5-37-33bba | L. C. Hazen | Dr | 42.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Hole in plate | 0.0 | 3,318.5 | 24.22 | 8/16/50 | |
T. 5 S., R. 38 W. | |||||||||||||||
5-38-8acc | J. L. Worley | Dr | 179.5 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of casing | 0.3 | 3,509.3 | 151.92 | 7/24/50 | |
5-38-10aab | J. L. Kemp | Dr | 161.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 0.5 | 3,480.3 | 149.61 | 8/24/50 | |
5-38-13bac | Paul Busse | Dr | 120.0 | 16 | GI | Sand, gravel | Ogallala | T,G | I | 3,390.9 | 75.00 | 8/25/50 | Not used in 1950 | ||
5-38-15cbb | Ralph W. Weaver | Dr | 168.0 | 18 | S | Sand, gravel | Ogallala | T,G | I | 3,468.6 | 115.00 | 8/23/50 | |||
5-38-19abb | E. Cress | Dr | 106.0 | 5 | GI | Sand, gravel | Ogallala | Cy,H,W | D,S | Top of casing | 0.3 | 3,477.2 | 98.72 | 7/26/50 | Not in use |
5-38-22bbb | R. W. Gilliland | Dr | 251.0 | 16 | C,S | Sand, gravel | Ogallala | T,D | I | Hole, base of pump | 0.6 | 3,451.8 | 102.92 | 7/26/50 | Measured yield 912 |
5-38-23cbc | R. L. Henery | Dr | 66.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 0.2 | 3,405.9 | 64.20 | 8/23/50 | Chemical analysis |
5-38-25ada | J. G. Wright | Dr | 142.5 | 5 | GI | Sand, gravel | Ogallala | Cy,N | N | Top of concrete curb | 0.4 | 3,446.6 | 130.29 | 8/16/50 | Abandoned |
5-38-28baa | A. Hendricks | Dr | 109.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of concrete curb | 0.3 | 3,462.4 | 99.44 | 8/23/50 | |
5-38-31ccc | E. M. Brown | Dr | 175.5 | 6 | GI | Sand, gravel | Ogallala | Cy,W | N | Top of casing | 1.0 | 3,560.6 | 162.74 | 7/15/49 | Not in use |
5-38-33dda | F. Kehlbeck | Dr | 261.0 | 10 | S | Sand, gravel | Ogallala | T,B | I | 3,550.4 | 161.00 | 8/16/50 | |||
5-38-36bab | Leslie A. Shahan | Dr | 176.0 | 5 | GI | Sand, gravel | Ogallala | N,N | N | Top of casing | 0.3 | 3,490.9 | 162.39 | 8/16/50 | Abandoned |
5-38-36cdc | M. B. Hanley | Dr | 156.0 | 6 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 0.8 | 3,473.5 | 147.21 | 7/8/49 | |
T. 5 S., R. 39 W. | |||||||||||||||
5-39-1ddc | Ina P. Pfeifer | Dr | 170.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | N | Top of casing | 0.3 | 3,528.6 | 162.20 | 7/24/50 | Abandoned |
5-39-2bbb | Chris Andrist | Dr | 140.0 | 5 | GI | Sand, gravel | Ogallala | Cy,H,W | D,S | Top of casing | 2.6 | 3,505.3 | 133.00 | 8/22/50 | Chemical analysis |
5-39-6cbc | L.E. Harrison | Dr | 223.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | N | Top of casing | 0.2 | 3,626.7 | 210.20 | 7/24/50 | Abandoned |
5-39-9bcc | O.H.C. Felzien | Dr | 192.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 0.4 | 3,590.6 | 184.46 | 7/26/50 | |
5-39-14dcd | C.L. Cress | Dr | 106.0 | 5 | GI | Sand, gravel | Ogallala | Cy,H,W | D,S | Top of casing | 1.1 | 3,493.2 | 98.55 | 7/14/50 | |
5-39-15abb | E.W. Whisnant | Dr | 171.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of plate | 0.5 | 3,650.1 | 164.30 | 8/23/50 | |
5-39-19ada | E.O. Bressler | Dr | 184.0 | 3 | GI | Sand, gravel | Ogallala | N,N | N | Top of concrete curb | 0.0 | 3,614.9 | 174.24 | 7/14/50 | Abandoned |
5-39-24ddd | Millie A. Powell et al. | Dr | 83.5 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 0.6 | 3,456.1 | 62.65 | 8/23/50 | |
5-39-26bba | Dale Moody | Dr | 97.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of plate | 0.7 | 3,494.4 | 83.66 | 7/21/50 | |
5-39-32ccb | T.J. Ruder | Dr | 108.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of casing | 0.7 | 3,560.3 | 102.05 | 10/26/49 | |
5-39-34bbc | Ralph F. Murray | Dr | 144.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of concrete curb | 1.4 | 3,575.0 | 142.78 | 7/26/50 | |
T. 5 S., R. 40 W. | |||||||||||||||
5-40-9daa | J.H. Zweygardt | Dr | 197.5 | 4 | GI | Sand, gravel | Ogallala | Cy,H,W | D,S | Top of casing | 0.3 | 3,651.8 | 195.68 | 7/14/50 | Not in use |
5-40-13cdd | C. Rogers | Dr | 196.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of plate | 0.8 | 3,637.4 | 185.13 | 7/14/50 | |
5-40-18cbb | W. Stephenson | Dr | 205.0 | 5 | GI | Sand, gravel | Ogallala | N,N | N | Top of concrete curb | 1.6 | 3,687.4 | 194.84 | 7/15/50 | Abandoned |
5-40-21ddd | Henry and Clarence Walters | Dr | 196.5 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of casing | 0.2 | 3,664.2 | 179.94 | 7/14/50 | Not in use |
5-40-26ccb | Elizabeth Finegan | Dr | 139.5 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 0.5 | 3,618.3 | 134.76 | 8/21/50 | |
5-40-30bdd | Perl DeGood | Dr | 172.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 1.0 | 3,679.4 | 168.68 | 7/15/50 | Not in use |
5-40-33ddb | Emma Vytlacil | Dr | 101.0 | 5 | GI | Sand, gravel | Ogallala | Cy,H,W | S | Top of casing | 1.0 | 3,604.7 | 95.25 | 8/21/50 | |
5-40-36aca | V. E. Rogers | Dr | 126.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 0.7 | 3,587.4 | 114.90 | 8/21/50 | |
T. 5 S., R. 41 W. | |||||||||||||||
5-41-3dac | Everette Stasser | Dr | 159.5 | 5 | GI | Sand, gravel | Ogallala | Cy,H,W | S | Top of casing | 0.0 | 154.12 | 8/12/50 | ||
5-41-6add | A. Angel et al | Dr | 47.5 | 5 | GI | Sand, gravel | Ogallala | Cy,H | D | Top of concrete curb | 0.3 | 3,502.6 | 23.35 | 7/5/50 | |
5-41-6ccd | A. C. Nelson | Dr | 84.5 | 5 | GI | Sand, gravel | Ogallala | Cy,H | D | Top of concrete curb | 0.4 | 3,575.3 | 78.00 | 8/17/50 | |
5-41-9dca | Benton & Hopkins Investment Co. | Dr | 230.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of concrete curb | 0.7 | 3,720.4 | 219.09 | 8/12/50 | |
5-41-12bcb | R. A. Jeffries | Dr | 202.0 | 5 | GI | Sand, gravel | Ogallala | Cy,H,W | D,S | Top of concrete curb | 1.0 | 3,665.1 | 187.37 | 8/17/50 | |
5-41-15cdd | A. Zielka | Dr | 206.0 | 5 | GI | Sand, gravel | Ogallala | Cy,H | N | Top of casing | 0.8 | 3,717.3 | 200.37 | 8/17/50 | Abandoned |
5-41-16ccc | Eleanor E . Robertson | Dr | 179.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of plate | 1.0 | 3,677.8 | 162.59 | 8/17/50 | Chemical analysis |
5-41-17cbc | Nellie Stuhlmiller | Dr | 116.5 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of casing | 1.1 | 3,637.7 | 108.87 | 8/17/50 | |
5-41-28ddd | E. C. Klinck, Jr. | Dr | 194.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D | Top of plate | 1.0 | 3,738.0 | 187.87 | 7/15/50 | Not used often |
5-41-29ddd | R. R. Brown | Dr | 218.0 | 5 | GI | Sand, gravel | Ogallala | N,N | N | Top of casing | 0.8 | 3,763.0 | 195.02 | 8/12/50 | Abandoned |
5-41-31baa | Justice Anderson | Dr | 196.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of casing | 2.0 | 3,762.2 | 188.52 | 8/17/50 | |
5-41-35baa | Gottlieb Schlepp | Dr | 169.5 | 5 | GI | Sand, gravel | Ogallala | Cy,W | D,S | Top of concrete curb | 0.6 | 3,693.9 | 157.68 | 8/17/50 | |
T. 5 S., R. 42 W. | |||||||||||||||
5-42-2cda | John Rueb | Dr | 87.8 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of concrete curb | 0.3 | 3,582.6 | 81.25 | 7/5/50 | |
5-42-4aac | A. Carder | B | 37.2 | 6 | GI | Sand, gravel | Ogallala | Cy,W | O | Top of concrete curb | 1.0 | 3,526.3 | 24.22 | 12/2/50 | |
5-42-9bbb | W. Armknecht | Dr | 95.0 | 6 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of casing | 0.9 | 3,610.0 | 85.76 | 9/5/50 | Not in use |
5-42-13cbd | J. Schlepp | Dr | 73.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of concrete curb | 0.7 | 3,589.1 | 56.22 | 7/15/50 | |
5-42-22add | School | Dr | 105.0 | 5 | GI | Sand, gravel | Ogallala | Cy,H | D | Top of casing | 0.7 | 3,653.6 | 95.05 | 7/15/50 | |
5-42-28bda | B. V. Kellner | Dr | 118.0 | 5 | GI | Sand, gravel | Ogallala | Cy,W | S | Top of casing | 0.7 | 3,677.0 | 84.12 | 8/17/50 | |
1. B, bored; Dr, drilled; Du, dug; S, spring. 2. B, brick; C, concrete; GI, galvanized iron; I, iron; N, none; S, steel. 3. Type of pumps: Cy, cylindrical; HC, horizontal centrifugal; N, none; P, piston; T, turbine. Type of power: B, butane gas engine; D, diesel engine; E, electric motor; G, gasoline engine; H, hand; N, none; T, tractor; W, wind. 4. D, domestic; I, irrigation; N, none; O, observation; P, public supply; R, railroad; S, stock. 5. Where no measuring point is given, altitude is that of land surface at well. |
Prev Page--Formations || Next Page--Logs
Kansas Geological Survey, Geology
Placed on web Aug. 8, 2008; originally published April 1953.
Comments to webadmin@kgs.ku.edu
The URL for this page is http://www.kgs.ku.edu/General/Geology/Cheyenne/07_rec.html