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Table of Contents
Rock Formations
Stratigraphy
Mineral Resources
Economic Geology
Subsurface Rocks
Ground-water Resources
Ground-water Recharge
Ground-water Discharge
Availability
Chemical Character
Ground-water Regions
Records of Wells
References
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Well-numbering System
The well and test-hole numbers used in this report give the location of wells and test holes according to the General Land Office Surveys and according to the following formula: township, range, section, l60-acre tract within that section, and the 40-acre tract within that quarter section. If two or more wells are located within a 40-acre tract, the wells are numbered according to the order in which they were inventoried. The 160- acre and 40-acre tracts are designated a, b, c, or d in a counterclockwise direction, beginning in the northeast quarter. For example, a well located in the NE SE sec. 10, T. 19 S., R. 7 E., would be numbered 19-7-l0da. Wells in the strip of oversized sections in R. 8 E. are located in the same manner, except that the lot number is used where a well is in an area divided into lots.
Records of Wells
Information pertaining to water wells in Chase County is given in Table 12. The well numbers used in this report give the location of wells according to the General Land Office Surveys as described in the preceding paragraph. The measured depths of water levels are given to the nearest 0.01 foot, whereas reported depths are given only to the nearest foot and are subject to error. Similarly measured depths of wells are given to the nearest 0.1 foot, reported depths are given only to the nearest foot and are subject to error.
T. 18 S. ||
T. 19 S. ||
T. 20 S. ||
T. 21 S.
Table 12--Records of wells and springs in Chase County.
Well No. (1) |
Location |
Owner or tenant |
Type of well (2) |
Depth of well, feet (3) |
Diam. of well, inches (3) |
Type of casing |
Principal water-bearing bed |
Method of lift (5) |
Use of water (6) |
Measuring point |
Depth to water level, feet (7) |
Date of Measurement |
Remarks (Yield given in gallons a minute; drawdown in ft) |
| Character of material |
Geologic source |
Description |
Feet above land surface |
| T. 20 S., R. 5 E. |
| 20-5-13 cb |
NW SW sec. 13 |
Joseph Kroupa |
Dr |
69.5 |
7 |
I |
Limestone |
Barneston ls |
Cy, W |
D, S |
Top of casing |
1.3 |
33.55 |
9/16/47 |
|
| T. 20 S., R 6 E. |
| 20-6-5 bc |
SW NW sec. 5 |
C. Lalowette |
Dr |
145.3 |
7.5 |
I |
Limestone |
Wreford ls |
Cy, W |
S |
Top of casing |
1.7 |
101.3 |
9/16/47 |
Not in use |
| 20-6-14 bd |
SE NW sec. 14 |
W. V. Haarshman |
Dr |
149.9 |
6.5 |
I |
Sand and gravel |
Alluvium |
Cy, W |
S |
Top of casing |
1 |
25.2 |
9/17/47 |
Reported adequate |
| 20-6-23 dc |
SW SE sec. 23 |
C. R. Park |
Dr |
67.2 |
8 |
I |
Sand and gravel |
Alluvium |
Cy, W |
D, S |
Top of casing |
1.3 |
26.13 |
9/17/47 |
Reported adequate |
| 20-6-31 bd |
SE NW sec. 31 |
B. S.Thompson |
Dr |
42.5 |
6.5 |
I |
Limestone |
Wreford ls |
Cy, W |
N |
Top of casing |
0.7 |
24.75 |
9/23/47 |
Not in use |
| T. 20 S., R. 7 E. |
| 20-7-1 cb |
NW SW sec. 1 |
C. D. Bower |
Du |
14.4 |
36 |
R |
Limestone |
Eiss ls |
Cy, W |
N |
Top of R.R. tie |
1.1 |
9.98 |
9/8/47 |
Abandoned, formerly a stock well |
| 20-7-7 bd |
SE NW sec. 7 |
Geo. T. Dawson |
Du |
28.8 |
(?) |
(?) |
Limestone |
Red Eagle ls |
Cy, H |
D, S |
Top of board cover |
1 |
20.34 |
9/17/47 |
|
| 20-7-12 bc |
SW NW sec.12 |
Pearl H. Stauffer |
Dr |
62.1 |
5.5 |
GI |
Limestone and shale |
Beattie ls and Eskridge sh |
N |
N |
Top of casing |
0 |
37.09 |
9/8/47 |
Abandoned, formerly a stock well |
| 20-7-13 cb |
NW SW sec. 13 |
Geo. W. Starkey |
Du |
55 |
48 |
R |
Limestone |
Barneston ls |
N |
N |
Top of concrete cover under pump |
0.6 |
15.54 |
9/8/47 |
|
| 20-7-22 dd |
SE SE sec.22 |
C. K. Jones |
Dr |
46.2 |
6 |
I |
Limestone |
Florence ls |
Cy, W |
S |
Top of casing |
1.5 |
24.11 |
9/11/47 |
|
| 20-7-23 ba |
NE NW sec. 23 |
J. V. Schwilling |
Dr |
59.8 |
12 |
I |
Limestone |
Florence ls |
Cy, W |
D, S |
Top of casing |
0.8 |
18.83 |
9/11/47 |
Reported adequate for domestic |
| 20-7-27 ad |
SE NE sec. 27 |
William Selves |
Dr |
44.4 |
6.5 |
GI |
Limestone |
Florence ls |
N |
N |
Top of casing |
1 |
34.51 |
9/11/47 |
|
| 20-7-27 da1 |
NE SE sec. 27 |
William Selves |
Dr |
112 |
6 |
OW |
Limestone |
Wreford ls |
F |
D |
|
|
|
|
Measured flow, +3 |
| 20-7-27 da2 |
NE SE sec.27 |
William Selves |
Dr |
130 |
6 |
OW |
Limestone |
Wreford ls |
F |
S |
|
|
|
|
Not in use |
| 20-7-27 da3 |
NE SE sec. 27 |
William Selves |
Dr |
108 |
6 |
OW |
Limestone |
Wreford ls |
F |
D, S |
|
|
|
|
Estimated flow, 1 (plus or minus). Not in use |
| 20-7-28 cd |
SE SW sec. 28 |
Frank Gaddie, Jr. |
Dr |
43.4 |
9 |
GI |
Limestone |
Wreford ls |
Cy, H |
N |
Top of casing |
0.5 |
22.8 |
9/11/47 |
Abandoned, formerly a domestic well |
| 20-7-32 ac |
SW NE sec. 32 |
William Studer |
DD |
52.6 |
6 (?) |
GI |
Limestone |
Wreford ls |
Cy, H |
N |
Top of board on which pump sets |
0.2 |
32.93 |
9/11/47 |
|
| 20-7-34 dc |
SW SE sec. 34 |
James C. McNee |
Dr |
51.2 |
6.25 |
I |
Limestone |
Wreford ls (?) |
F |
S |
Top of casing |
3.8 |
|
9/10/47 |
Well reported originally +100 ft deep, yield +1 |
| T. 20 S., R. 8 E. |
| 20-8-2 bd |
SE NW sec. 2 |
School District |
Dr |
21.1 |
5 |
GI |
Sand and gravel |
Alluvium |
Cy, H |
N |
Top of board under pump |
0.4 |
10.42 |
9/26/47 |
Reported adequate |
| 20-8-3 dc |
SW SE sec. 3 |
A. J. McCabe |
Du |
35.5 |
36-45 |
R |
Limestone |
Neva ls |
Cy, W |
D |
Top of pump base |
0.2 |
25.93 |
9/26/47 |
|
| 20-8-4 ad |
SE NE sec. 4 |
Maxine Carrier |
Du |
7.8 |
3x2 ft |
R |
Limestone and shale |
Eiss ls |
Cy, H |
S |
Top of casing |
3 |
3.52 |
9/8/47 |
Similar to an enclosed, low yield spring |
| 20-8-10 ba |
NE NW sec. 10 |
W. R. Blackburn |
Dr |
99.5 |
7 |
GI |
Limestone |
Neva ls |
N |
S |
Top of casing |
0.6 |
19.99 |
9/26/47 |
Reported yield, 1/2 |
| 20-8-16 aa1 |
NE NE sec. 16 |
Gerald Brough |
Du |
17.3 |
48 |
R |
Limestone and shale |
Eiss ls and Stearns sh |
Cy, H |
D |
Top of concrete platform |
1 |
13.02 |
9/26/47 |
|
| 20-8-16 aa2 |
NE NE sec. 16 |
Gerald Brough |
Dr |
32.4 |
7 |
GI |
Limestone and shale |
Beattie ls |
Cy, W |
D |
Top of casing |
0.8 |
11.37 |
9/26/47 |
Reported adequate |
| 20-8-18 Lot 22 |
Lot 22 sec. 18 |
Howard Craney |
Du |
47 |
48-40 |
R |
Limestone |
Florence ls |
Cy, H |
S |
Top of wooden cover |
1.5 |
33.57 |
9/10/47 |
|
| 20-8-22 bb |
NW NW sec. 22 |
W. G. and M. L. |
Dr |
27 |
6.5 |
(?) |
Sand and gravel (?) |
Alluvium |
Cy, H |
S |
Top of casing |
1 |
13.61 |
9/25/47 |
|
| 20-8-26 bb |
NW NW sec.26 |
Miss S. Norton |
Du |
26.7 |
(?) |
R |
Limestone |
Grenola ls |
Cy, G |
S |
Top of rock curbing |
1 |
25.6 |
9/26/47 |
Reported adequate |
| 20-8-26 da |
NE SE sec. 26 |
W. F. and J. R. Norton |
Du |
27.9 |
48 |
R |
Limestone |
Grenola ls |
N, H |
D |
Top of stone cover |
0.5 |
22.84 |
9/26/47 |
Reported adequate |
| 20-8-30 db |
NW SE sec. 30 |
F. & G. Roniger |
DD |
33.4 |
(?) |
R |
Limestone and shale |
Bader ls |
Cy, H |
S |
Top of board cover |
2.3 |
14.08 |
9/9/47 |
|
| 20-8-30 Lot 7 |
Lot 7 sec. 30 |
Arthur Wilson |
Dr |
134.6 |
8 |
I |
Limestone |
Wreford ls |
Cy, W |
D, S |
Top of concrete cover |
0.4 |
33.08 |
9/9/47 |
Reported adequate |
| 20-8-31 Lot 17 |
Lot 17 sec. 31 |
A. J. Burton |
Dr |
49.6 |
7 |
GI |
Limestone |
Bader ls |
N |
D |
Top of casing |
1.3 |
26.7 |
9/12/47 |
Reported yield +/-1 |
| 20-8-32 ab |
NW NE sec. 32 |
Wilber Stout |
Du |
6.7 |
54 |
R |
Limestone |
Bader ls |
Cy, W |
S |
Top of center wooden beam |
0.6 |
3.29 |
9/9/47 |
Reported adequate |
| 20-8-33 dd |
SE SE sec. 33 |
L. Barnesberger |
Du |
27.4 |
30-36 |
? |
Sand and gravel |
Alluvium |
Cy |
S |
Top of board cover |
1.2 |
23.44 |
9/25/47 |
Reported inadequate for stock |
| T. 20 S., R. 9 E. |
| 20-9-1 cc |
SW SW sec. 1 |
Art Thomason |
Du |
28.4 |
36 |
R |
Shale |
Hamlin sh |
Cy, H |
D |
Top of wooden platform |
0.6 |
16.99 |
9/4/47 |
Reported inadequate |
| 20-9-8 bb |
NW NW sec. 8 |
E. T. Anderson |
Du |
20.2 |
48 (?) |
R |
Sand and gravel |
Alluvium |
Cy, W |
D, S |
Top of concrete cover |
1 |
17.92 |
9/26/47 |
Reported adequate |
| 20-9-14 aa |
NE NE sec. 14 |
Floyd Eidman |
Du |
+/-40 |
36 |
Br |
Limestone |
Long Creek ls |
Cy, H |
D |
Top of casing |
0 |
20.4 |
9/4/47 |
Not in use |
| 20-9-26 ab |
NW NE sec. 26 |
E. W. Bell |
Dr |
54.1 |
5.5 |
I |
Limestone and shale |
Grenola ls |
Cy, W |
S |
Top of wooden cover |
0.2 |
28.22 |
9/4/47 |
|
| 20-9-26 dd |
SE SE sec. 26 |
E. W. Bell |
Dr |
28.6 |
7 |
GI |
Limestone and shale |
Crouse ls |
N |
D |
Top of concrete slab |
0.2 |
15.89 |
9/4/47 |
|
| 20-9-30 cb |
NW SW sec. 30 |
School District |
Dr |
50.6 |
6 |
GI |
Limestone and shale |
Beattie ls |
Cy, H |
N |
Top of casing |
0.2 |
20.57 |
9/26/47 |
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1. Location number: Well numbers give the location of wells according to General Land Office surveys and according to the following formula: Township--Range--Section, 160-acre tract within that section, and the 40-acre tract within the quarter section. I
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. Br, brick; C, concrete; GI, galvanized sheet iron; I, iron; N, none; OW, oil-well casing; R, rock; T, tile.
5. Method of lift: Cy, cylinder; F, natural flow; N, none; P, pitcher pump; T, turbine. Type of power: E, electric; G, gas engine; H, hand operated; N, none; W, windmill.
6. D, domestic; I, irrigation; N, not being used; S, stock; P, public supply.
7. Measured depths to water level are given in feet, tenths, and hundredths; reported depths to water level are given in feet. All depths are below measuring point.
T. 18 S. ||
T. 19 S. ||
T. 20 S. ||
T. 21 S.
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