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Records of Typical Wells
Descriptions of wells visited in Elk County are given in Table 11. Information classed as "reported" was obtained from the owner or tenant. Depths of wells not classed as "reported" were measured and are given to the nearest tenth of a foot below the measuring point. Depths to water level not classed as "reported" were measured and are given to the nearest hundredth of a foot.
T. 28 S. || T. 29 S. || T. 30 S. || T. 31 S.
Table 11--Records of wells in Elk County.
Well No. (1) | 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 description | Feet above land surface | Depth to water level, feet (7) | Date of measurement | Remarks (Yield given in gallons a minute; drawdown in ft.) | |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Character of material | Geologic source | |||||||||||||
29-8-1ab | Helen P. Youngmeyer | Sp | Limestone | Hughes Creek shale and Americus limestone | F | S | F | 8/31/50 | Good supply; yield +/- 3 | |||||
29-8-3bb | G.P. Farrell | Dr | 50 | 6 | GI | Limestone | Wreford limestone | Cy, W | S | Base of pump | 1.5 | 10.55 | 8/31/50 | Yield 1 |
29-8-13bd | H.P. Youngmeyer | Du | 35 | 30 | R | Limestone | Hughes Creek shale and Americus limestone | Cy, W | S | Base of pump | 0.5 | 12.64 | 9/1/50 | |
29-8-15cb | Cora Hoard | Sp | Limestone | Wreford limestone | F | S | F | 9/1/50 | Yield +/- 1 | |||||
29-9-6ab | A.C. Barnes | Du | 35 | 36 | R | Sandstone | Pony Creek shale | B, H | D, S | Top of well curb box | 2.8 | 15.6 | 8/31/50 | Poor well |
29-9-9dd | C.C. Rader | Dr | 75 | 8 | GI | Limestone | Elmont limestone | Cy, H | D, S | Top of casing | 0.3 | 60.85 | 8/19/50 | Poor well |
29-9-14dc | W.H. Wilich | Dr | 74 | 8 | GI | Limestone | Burlingame limestone | Cy, E | D, S | Top of casing | 0.6 | 54.06 | 8/19/50 | Fair well in sandstone in Cedar Vale shale, salt water at 86 feet |
29-9-16bc | J.C. Rader | Du | 38 | 36 | R | Sandstone | Pony Creek shale | Cy, H | S | Top of board cover | 0.8 | 7.96 | 9/1/50 | |
29-9-34bb | F.D. Smith | Du | 35.5 | 36 | R | Sandstone | Friedrich shale | Cy, H | N | Top of board cover | 0.6 | 21 | 9/1/50 | |
29-10-1ab | L.J. Hurd | Du | 25 | 40 | R | Sandstone | White Cloud shale | Cy, H | S | Top of curb | 0.6 | 16.1 | 8/30/50 | Fair well |
(29-10-1dd) | J.A. Heisler | Du | 18 | 36 | R | Limestone | Howard limestone | B, H | D, S | Top of curb | 0.5 | 12.06 | 8/31/50 | Fair well |
29-10-2ab | G. Jones | Dr | 103 | 8 | GI | Sandy shale | Severy shale | Cy, H | S | Top of casing | 0.4 | 46.03 | 8/30/50 | |
29-10-3cd | O. Styler | Dr | 305 | 6 | N | Limestone and sandstone | Howard limestone and Severy shale | N | N | Ground surface | 0 | 20.6 | 9/9/50 | Yield 1/20 at 22 feet. No water below 22 feet |
29-10-7cb | W.F. Davey | Dr | 62 | 8 | GI | Sandstone | Cedar Vale shale | Cy, H | S | Top of casing | 0.8 | 6.82 | 8/19/50 | Weak well, probably yields water from Wakarusa, Burlingame in wet weather |
29-10-11bb | Bowman | Dr | 100 | 6 | GI | Sandy shale and limestone | White Cloud shale and Howard limestone | Cy, H | D, S | Top of casing | 0.6 | 25.2 | 9/8/50 | |
29-10-22cd1 | F.C. Atkinson | Du | 16 | 40 | R | Limestone | Howard limestone | Cy, H | S | Base of pump | 0.9 | 11.38 | 8/30/50 | Does not yield large amount of water but does not fail in drought |
29-10-22cd2 | F.C. Atkinson | Du | 35 | 30 | R | Limestone | Howard limestone | Cy, W | S | Base of pump | 0.5 | 9.55 | 8/30/50 | Does not yield large amount of water but does not fail in drought |
29-11-3cb | C. Snowden | Du | 26 | 36 | R | Limestone | Topeka and Ervine Creek limestone | Cy, H | S | Base of pump | 0.3 | 10.88 | 9/11/50 | |
29-11-11da | J.P. McCormick | Du | 28 | 38 | R | Limestone | Ervine Creek limestone | Cy, W | D, S | Base of pump | 0.6 | 7.5 | 9/11/50 | Small supply |
29-11-16dd | G.C. Morehead | Du | 18 | 36 | R | Limestone | Topeka limestone | Cy, H | D, S | Base of pump | 0.5 | 10.12 | 9/11/50 | Small supply |
29-11-24ab | E.B. Nix | Dr | 125 | 8 | GI | Limestone and sandy shale | Deer Creek limestone and Tecumseh shale | Cy, H | S | Base of pump | 0.8 | 36.73 | 9/8/50 | Small supply |
29-11-32aa | C. Glasco | Dr | 75 | 8 | GI | Limestone | Ervine Creek limestone | Cy, H | S | Base of pump | 0.5 | 13.86 | 8/21/50 | Small supply |
29-11-34cd | R.C. Madison | Du | 16 | 48 | R | Limestone | Ervine Creek limestone | Cy, H | S | Base of pump | 0.6 | 6.24 | 9/7/50 | Small supply |
29-11-36cb | R.F. Jones | Dr | 160 | 8 | GI | Limestone and sandstone | Lecompton limestone and Elgin sandstone | Cy, E | D, S | Base of pump | 0.9 | 65.28 | 8/21/50 | Fair supply |
29-12-1dc | Dodson Bros. | Dr | 55 | 6 | GI | Gravel | Alluvium | Cy, H | D, S | Base of pump | 1 | 10.65 | 9/7/50 | Very good well; 27 feet of gravel |
29-12-3bd | Martin | Dr | 25 | 6 | GI | Sandstone | Jackson Park shale | Cy, H | D, S | Base of pump | 1.6 | 13.68 | 9/8/50 | Fair Well |
29-12-6bd | Add Burrton | DD | 128 | 8 | GI | Sandstone | Jackson Park shale | Cy, W | D, S | Base of pump | 0.7 | 32.69 | 8/25/50 | Good well |
29-12-8ba | A.J. Gorges | Dr | 55 | 8 | GI | Sandstone | Elgin sandstone | Cy, E | S | Top of casing | 0.6 | 18.86 | 9/8/50 | Good well |
29-12-8bb1 | A.J. Gorges | Dr | 60 | 8 | GI | Sandstone | Elgin sandstone | J, E | D, S | Top of casing | 1.3 | 18.35 | 8/25/50 | Fair well |
29-12-8bb2 | School district | Dr | 50.5 | 6 | GI | Sandstone | Elgin sandstone | Cy, H | P | Top of casing | 0.8 | 12.97 | 8/25/50 | Good well |
29-12-8dc | M. Thompson | Dr | 50 | 8 | GI | Sandstone | Doniphan shale | Cy, H | S | Top of casing | 1.8 | 21.89 | 8/25/50 | Good well |
29-12-9bb | E.A. McBee | Dr | 65 | 6 | GI | Sandstone | Elgin sandstone | Cy, H | S | Top of casing | 0.5 | 30.06 | 9/8/50 | Good well |
29-12-10ab | E.Taylor | Dr | 160 | 6 | GI | Sandstone | Ireland sandstone | Cy, H | D, S | Top of casing | 0.8 | 48.38 | 9/8/50 | Slightly salty |
29-12-17bb | L. Baumgartner | Sp | Sandstone | Doniphan shale | F | S | F | 8/25/50 | Flow 3; diminishing in dry weather | |||||
29-12-18dd | H.H. Nekels | Dr | 100 | 6 | N | Limestone | Ervine Creek limestone | N | N | 0 | 8/30/50 | Very little water - abandoned as dry | ||
29-12-20dd | H. Dotter | Dr | 90 | 6 | GI | Sandstone | Tecumseh shale | Cy, H | D, S | Top of casing | 0.5 | 25.46 | 9/8/50 | Good well |
29-12-25ac | School district | Dr | 100 | 8 | GI | Sandstone | Ireland sandstone | Cy, H | P | Top of casing | 0.6 | 14.46 | 8/26/50 | Good well; abandoned |
29-12-28ba | H. Dodds | Dr | 50 | 6 | GI | Sandstone | Doniphan shale | Cy, H | S | Top of casing | 0.8 | 29.76 | 9/8/50 | Fair well |
(29-12-32cd) | R.C. Haner | Du | 22 | 36 | R | Sandstone | Doniphan shale | Cy, H | D, S | Base of pump | 1.2 | 9.65 | 9/7/50 | |
29-12-34cc | R.R. Parsons | Dr | 42 | 6 | GI | Sandstone and limestone | Jackson Park shale and Plattsmouth limestone | Cy, H | D, S | Base of pump | 0.8 | 16.82 | 9/7/50 | Abandoned |
29-13-4db | C.E. Hall | Dr | 65 | 6 | GI | Sandstone | Ireland sandstone | Cy, H | D, S | Base of pump | 0.6 | 22.6 | 9/10/50 | |
29-13-30ba | F. Guyat | Dr | 65 | 8 | GI | Sandstone | Ireland sandstone | Cy, W | S | Base of pump | 1.2 | 27.83 | 8/26/50 |
1. Well number in parentheses indicates that analysis of water is given in table.
2. DD, dug and drilled well; Dr, drilled well; Du, dug well; Sp, spring.
3. Reported depths below the land surface are given in feet; measured depths are given in feet and tenths below measuring points.
4. GI, galvanized sheet iron; N, none; R, rock.
5. Method of lift: CY, cylinder; F, natural flow; N, none; P, pitcher pump; T, turbine; B, bucket; J, Jet; Type of power: E, electric; H, hand operated; W, windmill.
6. D, Domestic; In, industrial; N, not being used; S, stock.
7. Measured depths to water level are given in feet, tenths, and hundredths; reported depths to water level are given in feet.
T. 28 S. || T. 29 S. || T. 30 S. || T. 31 S.
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Kansas Geological Survey, Geology
Web version July 2002. Original publication date July 1958.
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