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Descriptions of the wells visited in Thomas County are given in the table that follows (table 9). The wells are listed in order by townships from north to south and by ranges from east to west. Within a township the wells are listed in the order of the sections. All 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 described in the table. Depths to water level not classed as "reported" were measured and are given to the nearest hundredth of a foot.
Table 9--Records of typical wells in Thomas County, Kansas.
No. on pl. 2 |
Location |
Owner or tenant |
Type of well (1) |
Depth of well (feet) (2) |
Diameter of well (in.) |
Type of casing (3) |
Principal water-bearing bed |
Method of lift (4) |
Use of water (5) |
Measuring point |
Depth to water level below measuring point (feet) (6) |
Date of measurement |
Remarks (Yield given in gallons a minute; drawdown in feet) |
Character of material |
Geologic subdivision |
Description |
Distance above (+) or below (-) land surface (feet) |
Height above sea level (feet) |
|
T. 6 S., R. 31 W. |
(1) |
SE SW sec. 1 |
H.A. Tecklenburg |
Dr |
76.5 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
S |
Top of concrete curb, east side |
+0.6 |
2903.0 |
73.46 |
9-10-42 |
|
(2) |
SW NW sec. 30 |
Foster Farms |
Dr |
129.5 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
D, S |
Top of concrete curb, south side |
+0.4 |
3015.9 |
120.23 |
9-10-43 |
|
3 |
NW NW sec. 25 |
Mary L. Osborn |
Dr |
34.2 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
S |
Top of casing, north side |
+0.8 |
2870.8 |
22.59 |
9-10-44 |
|
4 |
SE SE sec. 31 |
E.D. Mustow |
Dr |
74 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
D, S |
Top of concrete curb, east side |
+1.3 |
2968.3 |
54.82 |
9-10-45 |
|
5 |
NE NE sec. 32 |
Foster Farms |
Dr |
61.5 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
S |
Top of casing, east side |
+0.5 |
2945.8 |
49.05 |
9-10-46 |
|
|
T. 6 S., R. 32 W. |
6 |
NE NE sec. 8 |
Henry Knudson |
Dr |
61.2 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, H |
P |
Top of casing, north side |
+0.9 |
2980.5 |
55.62 |
6-8-43 |
|
7 |
NW SW sec. 12 |
Roy Zeiglemeyer |
Dr |
168.5 |
16 |
I |
Sand and gravel |
Ogallala |
N |
I |
Top of casing, west side |
-0.3 |
3019.8 |
115.83 |
7-16-42 |
|
8 |
SE NE sec. 24 |
Foster Farms |
Dr |
167 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
D, S |
Top of concrete curb, south side |
+0.8 |
3042.4 |
135.46 |
9-10-42 |
|
9 |
SE NE sec. 24 |
Foster Farms |
Dr |
147.5 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
D, S |
Top of concrete curb, north side |
+0.6 |
3042.5 |
135.83 |
9-10-42 |
|
|
T. 6 S., R. 33 W. |
10 |
NW NW sec. 6 |
(Public Road) |
Dr |
215 |
3 |
N |
Sand and gravel |
Ogallala |
N |
N |
Land surface |
0 |
3159.0 |
93.0 |
10- -43 |
Test hole 2 |
11 |
SW NW sec. 15 |
Ruth Rowe |
Dr |
116.5 |
6 |
GI |
Sand and gravel |
Ogallala |
N |
N |
Top of casing, north side |
+0.5 |
3114.1 |
107.56 |
9-12-42 |
|
12 |
SW SW sec. 31 |
(Public Road) |
Dr |
130 |
3 |
N |
Sand and gravel |
Ogallala |
N |
N |
Land surface |
0 |
3083.8 |
23.58 |
9- -43 |
Test hole 7 |
13 |
SW NE sec. 32 |
Dr. Murry Eddy |
Dr |
85 |
32 |
GI |
Sand and gravel |
Ogallala |
T, E |
I |
Land surface |
0 |
3065.4 |
13 |
7-28-42 |
|
(14) |
SE NW sec. 33 |
Jones Bros. |
Dr |
38.2 |
16 |
I |
Sand and gravel |
Alluvium and Ogallala |
C, G |
I |
Top of concrete curb to pump cistern |
0 |
3047.9 |
13.46 |
7-29-42 |
Measured yield in 1943, 637; drawdown, 15.37 (7); specific capacity 41.44 |
No. on pl. 2 |
Location |
Owner or tenant |
Type of well (1) |
Depth of well (feet) (2) |
Diameter of well (in.) |
Type of casing (3) |
Principal water-bearing bed |
Method of lift (4) |
Use of water (5) |
Measuring point |
Depth to water level below measuring point (feet) (6) |
Date of measurement |
Remarks (Yield given in gallons a minute; drawdown in feet) |
Character of material |
Geologic subdivision |
Description |
Distance above (+) or below (-) land surface (feet) |
Height above sea level (feet) |
|
T. 6 S., R. 34 W. |
15 |
SE NE sec. 6 |
Fed. Farm Mort. Corp. |
Dr |
56 |
56 |
GI |
Sand and gravel |
Ogallala |
N |
N |
Top of casing, east side |
+0.1 |
3154.0 |
52.79 |
7-27-42 |
|
(16) |
SE SW sec. 14 |
Walter Callahan |
Dr |
133.5 |
133.5 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
D, S |
Top of casing, west side |
+0.5 |
3199.3 |
129.26 |
9-12-42 |
|
17 |
NW NE sec. 28 |
John Donn |
Dr |
129.5 |
129.5 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
S |
Top of casing, south side |
+1.2 |
3217.3 |
116.25 |
9-11-42 |
|
|
T. 6 S., R. 35 W. |
18 |
NW NW sec. 6 |
(Public Road) |
Dr |
300 |
3 |
N |
Sand and gravel |
Ogallala |
N |
N |
Land surface |
0 |
3330.2 |
139.0 |
9- -43 |
Test hole 3 |
19 |
NE NW sec. 9 |
Albert Coughey |
Dr |
168.5 |
3 |
I |
Sand and gravel |
Ogallala |
Cy, W |
D, S |
Top of casing |
+3.5 |
3310.5 |
155.49 |
9-9-42 |
|
20 |
SE SE sec. 14 |
G.W. van Horn |
Dr |
114 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
D, S |
Top of concrete curb, west side |
+0.5 |
3237.5 |
101.91 |
9-9-42 |
|
(21) |
SW NW sec. 25 |
Bill Sible |
Dr |
137 |
4 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
D, S |
Top of concrete curb, west side |
+0.4 |
3275.8 |
133.12 |
9-9-42 |
|
22 |
SE SW sec. 28 |
Roy Bayrd |
Dr |
151.5 |
6 |
GI |
Sand and gravel |
Ogallala |
N |
N |
Top of casing, south side |
+0.2 |
3222.0 |
148.76 |
9-12-42 |
|
|
T. 6 S., R. 36 W. |
23 |
SE SE sec. 11 |
Willard W. Miller |
Dr |
171 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
D |
Top of casing at level of concrete |
+0.5 |
3350.5 |
160 |
6-9-43 |
|
24 |
NE NE sec. 21 |
Stanley Marrs |
Dr |
156.7 |
6 |
GI |
Sand and gravel |
Ogallala |
N |
N |
Top of concrete curb, north side |
+0.5 |
3381.4 |
152.32 |
7-13-42 |
|
|
T. 7 S., R. 31 W. |
25 |
NW SE sec. 2 |
W.A. Athla |
Dr |
93.5 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, H |
D |
Top of concrete curb, south side |
+0.4 |
2956.7 |
90.56 |
7-14-42 |
|
26 |
NE SE sec. 2 |
City of Rexford |
Dr |
130 |
12 |
I |
Sand and gravel |
Ogallala |
T, E |
P |
Land surface |
0 |
2949.9 |
100 |
7-14-42 |
Pump capacity, 50 |
27 |
NE SE sec. 2 |
City of Rexford |
Dr |
128 |
12 |
I |
Sand and gravel |
Ogallala |
T, E |
P |
Land surface |
0 |
2944.4 |
100 |
7-14-42 |
Pump capacity, 70 |
28 |
NE SE sec. 5 |
H. Dible est. |
Dr |
36.6 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
N |
Top of casing, west side |
+0.4 |
2937.8 |
36.4 |
7-17-42 |
|
29 |
SE SE sec. 7 |
Foster Farms |
Dr |
139.5 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
D, S |
Top of concrete curb, west side |
+0.8 |
3033.6 |
111.06 |
9-10-42 |
|
(30) |
SE NE sec. 18 |
Foster Farms |
Dr |
127 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, H |
D |
Top of concrete curb |
+0.3 |
3027.7 |
102.20 |
9-10-42 |
|
(31) |
SW SW sec. 26 |
E.F. Rall |
Dr |
177 |
16 |
GI |
Sand and gravel |
Ogallala |
T, G |
I |
Hole in pump base |
+2.0 |
2991.3 |
104.85 |
7-29-42 |
Measured yield in 1943, 588; drawdown, 42.08 (7); specific capacity 13.97 |
|
T. 7 S., R. 32 W. |
32 |
NW NW sec. 1 |
Foster Farms |
Dr |
61.8 |
5 |
GI |
Sand and gravel |
Ogallala |
N |
N |
Top of casing, west side |
+0.7 |
2993.9 |
60.03 |
9-10-42 |
|
(33) |
NE SE sec. 7 |
Horace Anderson |
Dr |
135 |
16 |
I |
Sand and gravel |
Ogallala |
T, G |
I |
Hole in pump base, south side |
+0.8 |
3057.0 |
72.74 |
7-16-42 |
Measured yield in 1943, 1,021; drawdown, 18.05 (7); specific capacity 56.5 |
No. on pl. 2 |
Location |
Owner or tenant |
Type of well (1) |
Depth of well (feet) (2) |
Diameter of well (in.) |
Type of casing (3) |
Principal water-bearing bed |
Method of lift (4) |
Use of water (5) |
Measuring point |
Depth to water level below measuring point (feet) (6) |
Date of measurement |
Remarks (Yield given in gallons a minute; drawdown in feet) |
Character of material |
Geologic subdivision |
Description |
Distance above (+) or below (-) land surface (feet) |
Height above sea level (feet) |
|
T. 7 S., R. 33 W. |
34 |
NE NE sec. 1 |
(Public road) |
Dr |
170 |
3 |
N |
Sand and gravel |
Ogallala |
N |
N |
Land surface |
.0 |
3062.1 |
75.64 |
9- -43 |
Test hole 8 |
35 |
SW SE sec. 9 |
Frank Cercovoski |
Dr |
170 |
14 |
I |
Sand and gravel |
Ogallala |
T, G |
I |
Hole in pump base, west side |
+1.4 |
3163.4 |
133.35 |
7-15-42 |
|
36 |
NW SW sec. 10 |
Edward Cercovoski |
Dr |
195 |
16 |
I |
Sand and gravel |
Ogallala |
T, G |
I |
Hole in pump base |
+0.7 |
3151.9 |
128.58 |
7-15-42 |
Measured yield in 1943, 295; drawdown, 26.33 (7); specific capacity 11.2 |
37 |
NW NW sec. 26 |
H.E. Sloan |
Dr |
101.5 |
16 |
I |
Sand and gravel |
Ogallala |
N |
I |
Top of casing, west side |
+0.4 |
3090.8 |
72.83 |
7-14-42 |
|
38 |
SW SW sec. 31 |
(Public road) |
Dr |
260 |
3 |
N |
Sand and gravel |
Ogallala |
N |
N |
Land surface |
.0 |
3157.9 |
96.4 |
10- -43 |
Test hole 11 |
39 |
SW SE sec. 34 |
H.E. Sloan |
Dr |
161.38 |
6 |
GI |
Sand and gravel |
Ogallala |
N |
N |
Top of wooden cover of casing |
-0.3 |
3172.3 |
145.77 |
7-14-42 |
|
|
T. 7 S., R. 34 W. |
40 |
SE SE sec. 3 |
F.D. McKinney |
Dr |
32.5 |
5 |
GI |
Sand and gravel |
Ogallala |
N |
N |
Top of casing, east side |
+0.3 |
3127.7 |
31.76 |
9-11-42 |
|
41 |
NW NW sec. 6 |
(Public road) |
Dr |
260 |
3 |
N |
Sand and gravel |
Ogallala |
N |
N |
Land surface |
.0 |
3259.1 |
119.67 |
9- -43 |
Test hole 6 |
42 |
NE NE sec. 27 |
H.A. Hills |
Dr |
120.5 |
5 |
GI |
Sand and gravel |
Ogallala |
N |
N |
Top of casing, west side |
+0.4 |
3200.4 |
118.04 |
9-11-42 |
|
43 |
NE SE sec. 36 |
Wm. J. Campbel |
Dr |
110.5 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, H |
D |
Top of casing, east side |
+0.4 |
3166.6 |
107.76 |
7-15-42 |
|
44 |
SW SE sec. 36 |
City of Colby |
Dr |
165 |
10 |
I |
Sand and gravel |
Ogallala |
T, E |
P |
Land surface |
.0 |
3161.4 |
105 |
7-15-42 |
Pump capacity, 200 |
45 |
SW SE sec. 36 |
City of Colby |
Dr |
137 |
9 |
I |
Sand and gravel |
Ogallala |
P, E |
P |
Land surface |
.0 |
3165.4 |
105 |
7-15-42 |
Pump capacity, 100 |
46 |
SW SE sec. 36 |
City of Colby |
Dr |
147 |
9 |
I |
Sand and gravel |
Ogallala |
P, E |
P |
Land surface |
.0 |
3163.9 |
105 |
7-15-42 |
Pump capacity, 100 |
47 |
SE SE sec. 36 |
City of Colby |
Dr |
158 |
72, 18 |
I |
Sand and gravel |
Ogallala |
T, E |
P |
Concrete floor of pump house, west side |
+0.6 |
3165.7 |
110.72 |
7-15-42 |
Pump capacity, 400 |
48 |
SE SE sec. 36 |
City of Colby |
Dr |
165 |
10 |
I |
Sand and gravel |
Ogallala |
P, E |
P |
Land surface |
.0 |
3162.2 |
105 |
7-15-42 |
Pump capacity, 100 |
No. on pl. 2 |
Location |
Owner or tenant |
Type of well (1) |
Depth of well (feet) (2) |
Diameter of well (in.) |
Type of casing (3) |
Principal water-bearing bed |
Method of lift (4) |
Use of water (5) |
Measuring point |
Depth to water level below measuring point (feet) (6) |
Date of measurement |
Remarks (Yield given in gallons a minute; drawdown in feet) |
Character of material |
Geologic subdivision |
Description |
Distance above (+) or below (-) land surface (feet) |
Height above sea level (feet) |
|
T. 7 S., R. 35 W. |
49 |
SW SE sec. 13 |
Lena Evelyn Beck |
Dr |
90.1 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
D, S |
Top of casing, north side |
+1.3 |
3238.3 |
87.06 |
6-9-43 |
|
50 |
SE SE sec. 17 |
Marian Tally |
Dr |
120.5 |
6 |
GI |
Sand and gravel |
Ogallala |
N |
N |
Top of casing, north side |
+0.8 |
3315.3 |
116.87 |
6-9-42 |
|
|
T. 7 S., R. 36 W. |
51 |
NE NE sec. 1 |
(Public Road) |
Dr |
270.0 |
3 |
N |
Sand and gravel |
Ogallala |
N |
N |
Land surface |
|
3333.6 |
119.98 |
9- -43 |
Test hole 5 |
52 |
SE NE sec. 18 |
W.A. Bear |
Dr |
94.5 |
5 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
N |
Top of casing, east side |
+0.1 |
3362.4 |
82.91 |
6-9-43 |
|
53 |
SW NW sec. 35 |
Will Guise |
Dr |
96.5 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
S |
Top of concrete curb, north side |
+0.5 |
3337.8 |
84.02 |
7-13-43 |
|
|
T. 8 S., R. 31 W. |
54 |
SW NE sec. 13 |
H.V. Christensen |
Dr |
73.8 |
6 |
GI |
Sand and gravel |
Ogallala |
N |
N |
Top of concrete curb, east side |
+0.3 |
2948.9 |
63.34 |
7-14-42 |
|
55 |
NW SE sec. 13 |
U.P. Ry. Co. |
Dr |
126 |
12 |
I |
Sand and gravel |
Ogallala |
Cy, S |
R |
Land surface |
.0 |
2946.4 |
74 |
7-14-42 |
|
56 |
NW SE sec. 13 |
U.P. Ry. Co. |
Dr |
126 |
12 |
I |
Sand and gravel |
Ogallala |
Cy, W |
R |
Land surface |
.0 |
2945.6 |
74 |
7-14-42 |
|
57 |
NW NW sec. 19 |
(Public Road) |
Dr |
270 |
3 |
N |
Sand and gravel |
Ogallala |
N |
N |
Land surface |
.0 |
3066.9 |
126.9 |
9- -43 |
Test hole 12 |
|
T. 8 S., R. 32 W. |
(58) |
NE SE sec. 10 |
H.C. Chambers |
Dr |
119.8 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
D |
Top of casing, north side |
+0.8 |
3079.9 |
112.68 |
7-17-42 |
|
(59) |
SE NE sec. 27 |
Thomas A. Ryan |
Dr |
119.5 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
D |
Top of concrete curb, north side |
+1.5 |
3080.9 |
115.94 |
7-28-42 |
|
60 |
NE SE sec. 27 |
Thomas A. Ryan |
Dr |
158.8 |
8 |
I |
Sand and gravel |
Ogallala |
N |
N |
Top of casing, west side |
+0.6 |
3079.0 |
112.38 |
7-16-42 |
|
|
T. 8 S., R. 33 W. |
61 |
SW NW sec. 36 |
Vivian D. Phillips |
Dr |
136 |
6 |
GI |
Sand and gravel |
Ogallala |
N |
N |
Top of casing, north side |
+0.1 |
3154.3 |
130.51 |
10-22-42 |
|
|
T. 8 S., R. 34 W. |
(62) |
NE NE sec. 5 |
Raymond Barnette |
Dr |
116.5 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
D, S |
Top of casing, east side |
+0.2 |
3211.7 |
111.18 |
9-12-42 |
|
63 |
E NE sec. 20 |
Thomas Callihan |
Dr |
198.5 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
D |
Top of casing, east side |
+1.2 |
3260.1 |
169.72 |
4-14-43 |
|
(64) |
NE SE sec. 24 |
County Poor Farm |
Dr |
148 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
D, S |
Top of casing |
+1.0 |
3190.8 |
132 |
10-26-43 |
|
|
T. 8 S., R. 35 W. |
65 |
NE SW sec. 2 |
F.D. Harner |
Dr |
156.8 |
6 |
I |
Sand and gravel |
Ogallala |
N |
N |
Edge of tin cover to concrete basement |
+1.5 |
3319.2 |
149.98 |
7-17-42 |
|
66 |
SE NW sec. 5 |
N. Eberle |
Dr |
45 |
228 |
W |
Sand and gravel |
Alluvium and Ogallala |
N |
N |
Land surface |
.0 |
3241.7 |
22 |
7-29-42 |
|
67 |
NW NW sec. 19 |
(Public Road) |
Dr |
200 |
3 |
N |
Sand and gravel |
Ogallala |
N |
N |
Land surface |
.0 |
3358.6 |
119 |
9- -43 |
Test hole 13 |
68 |
NE NE sec. 32 |
F.B. Dawes |
Dr |
162.3 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
D |
Top of casing, east side |
+0.1 |
3338.1 |
145.3 |
4-14-43 |
|
No. on pl. 2 |
Location |
Owner or tenant |
Type of well (1) |
Depth of well (feet) (2) |
Diameter of well (in.) |
Type of casing (3) |
Principal water-bearing bed |
Method of lift (4) |
Use of water (5) |
Measuring point |
Depth to water level below measuring point (feet) (6) |
Date of measurement |
Remarks (Yield given in gallons a minute; drawdown in feet) |
Character of material |
Geologic subdivision |
Description |
Distance above (+) or below (-) land surface (feet) |
Height above sea level (feet) |
|
T. 8 S., R. 36 W. |
69 |
NW NE sec. 18 |
City of Brewster |
Dr |
203 |
12 |
I |
Sand and gravel |
Ogallala |
T, E |
P |
Land surface |
.0 |
3330.0 |
133 |
7-13-42 |
Restored capacity 100 |
70 |
NW NE sec. 18 |
City of Brewster |
Dr |
202 |
12 |
I |
Sand and gravel |
Ogallala |
T, E |
P |
Land surface |
.0 |
3330.2 |
133 |
7-13-42 |
Restored capacity 100 |
71 |
NW NE sec. 18 |
George Strait |
Dr |
139.4 |
6 |
GI |
Sand and gravel |
Ogallala |
N |
N |
Top of casing, west side |
+0.3 |
3331.4 |
124.82 |
7-13-42 |
|
72 |
SE SE sec. 30 |
Lem Fulwider |
Dr |
57.8 |
6 |
GI |
Sand and gravel |
Alluvium and Ogallala |
Cy, W |
S |
Hole in pipe clamp, northeast side |
+0.2 |
3365.3 |
48.51 |
7-13-42 |
|
|
T. 9 S., R. 31 W. |
73 |
NW NW sec. 8 |
J.T. Duffey |
Dr |
77.5 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
S |
Top of concrete curb, west side |
+0.8 |
2993.7 |
65.22 |
7-30-42 |
|
74 |
NW NE sec. 12 |
J.S. Moss |
Dr |
65.5 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
D |
Top of concrete curb, east side |
+0.8 |
2947.9 |
65.18 |
10-20-42 |
|
75 |
SW SE sec. 29 |
Leo Murphy |
Dr |
124.5 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
S |
Top of casing, east side |
+1.4 |
3044.5 |
118.26 |
7-16-42 |
|
(76) |
SE NE sec. 36 |
A.F. Ostmuyer |
Dr |
130 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
D, S |
Top of pipe clamp, west side |
+1.5 |
3002.8 |
121.05 |
10-20-42 |
|
|
T. 9 S., R. 32 W. |
(77) |
NW NW sec. 3 |
Tony Cercovoski |
Dr |
142 |
18 |
I |
Sand and gravel |
Ogallala |
T, G |
I |
Hole in pump base |
+1.2 |
3062.4 |
84.79 |
7-16-42 |
|
78 |
NW SW sec. 18 |
Dave Keller |
Dr |
82.8 |
6 |
GI |
Sand and gravel |
Ogallala |
N |
N |
Top of concrete curb, west side |
+1.2 |
3089.0 |
77.14 |
10-22-42 |
|
79 |
NW NW sec. 23 |
Pete Renner |
Dr |
86.6 |
6 |
GI |
Sand and gravel |
Ogallala |
N |
N |
Top of casing, north side |
+0.4 |
3047.8 |
78.61 |
10-22-42 |
|
80 |
NE NE sec. 34 |
M.W. Cave |
Dr |
110.0 |
6 |
GI |
Sand and gravel |
Ogallala |
N |
N |
Top of casing, north side |
.0 |
3079.6 |
109.44 |
10-20-42 |
|
81 |
SE SW sec. 35 |
R. Nye |
Dr |
145 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
D, S |
Land surface |
.0 |
3080.3 |
114 |
10-20-42 |
|
No. on pl. 2 |
Location |
Owner or tenant |
Type of well (1) |
Depth of well (feet) (2) |
Diameter of well (in.) |
Type of casing (3) |
Principal water-bearing bed |
Method of lift (4) |
Use of water (5) |
Measuring point |
Depth to water level below measuring point (feet) (6) |
Date of measurement |
Remarks (Yield given in gallons a minute; drawdown in feet) |
Character of material |
Geologic subdivision |
Description |
Distance above (+) or below (-) land surface (feet) |
Height above sea level (feet) |
|
T. 9 S., R. 33 W. |
82 |
NW NW sec. 7 |
Arch Ball |
Dr |
136.8 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
S |
Top of cyl, in motor block, south side |
+1.6 |
3182.8 |
118.71 |
7-18-42 |
|
(83) |
SW NW sec. 33 |
S.A. Lunsway |
Dr |
158.5 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
D |
Top of casing, west side |
+0.5 |
3179.8 |
158.5 |
4-14-43 |
|
|
T. 9 S., R. 34 W. |
84 |
NE NE sec. 1 |
(Public road) |
Dr |
320.0 |
3 |
N |
Sand and gravel |
Ogallala |
N |
N |
Land surface |
.0 |
3212.9 |
146.5 |
10- -43 |
Test hole 14 |
(85) |
NW NW sec. 26 |
J.C. Woofter |
Dr |
178.5 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
D, S |
Top of casing, west side |
+0.6 |
3235.3 |
157.83 |
4-14-43 |
|
86 |
SW SW sec. 31 |
(Public road) |
Dr |
250.0 |
3 |
N |
Sand and gravel |
Ogallala |
N |
N |
Land surface |
.0 |
3293.8 |
109.89 |
9- -43 |
Test hole 19 |
87 |
SE SE sec. 36 |
(Public road) |
Dr |
310.0 |
3 |
N |
Sand and gravel |
Ogallala |
N |
N |
Land surface |
.0 |
3193.4 |
143.9 |
9- -43 |
Test hole 18 |
|
T. 9 S., R. 35 W. |
88 |
SE SE sec. 6 |
Luther H. Thiel |
Dr |
|
5 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
D, S |
Bottom of hole in pump side |
+2.25 |
3345.2 |
176.62 |
6-9-43 |
|
(89) |
N NE sec. 12 |
Fannie Harner |
Dr |
179.5 |
4 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
D, S |
Top of casing, south side |
+0.4 |
3289.5 |
176.22 |
4-13-43 |
|
(90) |
SW SE sec. 27 |
Homer Mundell |
Dr |
164.0 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
D, S |
Top of casing, west side |
+0.9 |
3321.9 |
158.66 |
4-13-43 |
|
|
T. 9 S., R. 36 W. |
91 |
NW SW sec. 9 |
Earl W. Dawes |
Dr |
130.5 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, N |
N |
Top of concrete curb, west side |
+1.5 |
3424.0 |
126.67 |
7-13-42 |
|
(92) |
SE SE sec. 29 |
C.F. Diederich |
Dr |
224.5 |
4 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
D, S |
Top of hole in cover plate |
+0.6 |
3465.7 |
218.89 |
4-13-43 |
|
93 |
SW SW sec. 31 |
(Public road) |
Dr |
220.0 |
3 |
N |
Sand and gravel |
Ogallala |
N |
N |
Land Surface |
.0 |
3450.2 |
97.3 |
9- -43 |
Test hole 21 |
|
T. 10 S., R. 31 W. |
94 |
SE NE sec. 20 |
Kathryn B. Hood |
Dr |
36.8 |
6 |
GI |
Sand and gravel |
Alluvium and Ogallala |
Cy, W |
S |
Top of casing, north side |
+1.3 |
2947.4 |
32.17 |
7-16-42 |
|
95 |
SE SW sec. 24 |
A.J. Robbin |
Du |
20 |
48 |
W |
Sand and gravel |
Ogallala |
N |
N |
Land surface |
.0 |
2884.6 |
12 |
10-22-42 |
Reported to yield 400 |
96 |
SW SE sec. 24 |
P.J. Ladenburger |
B |
10.4 |
6 |
GI |
Sand and gravel |
Ogallala |
N |
N |
Top of casing, north side |
+0.3 |
2880.0 |
8.60 |
10-20-42 |
|
97 |
SW SE sec. 32 |
Albert R. Miller |
Dr |
47.5 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
S |
Top of pipe clamp, south side |
+1.2 |
2962.2 |
40.04 |
10-20-42 |
|
|
T. 10 S., R. 32 W. |
98 |
NW NW sec. 6 |
(Public road) |
Dr |
487.0 |
3 |
N |
Sand and gravel |
Ogallala |
N |
N |
Land surface |
.0 |
3116.9 |
106.1 |
9- -43 |
Test hole 17 |
(99) |
NW NW sec. 8 |
Arthur Talburt |
Dr |
95.5 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
S |
Top of casing, east side |
-5.6 |
3084.8 |
87.82 |
10-22-42 |
|
100 |
NE NW sec. 33 |
John Sim |
B |
36.5 |
6 |
GI |
Sand and gravel |
Alluvium and Ogallala |
N |
N |
Top of casing, north side |
+0.6 |
3014.8 |
33.26 |
10-22-42 |
|
(101) |
SE SW sec. 36 |
Herman Anderson |
Dr |
109.5 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
D, S |
Top of steel cover to casing |
+0.1 |
3050.7 |
106.13 |
10-22-42 |
|
No. on pl. 2 |
Location |
Owner or tenant |
Type of well (1) |
Depth of well (feet) (2) |
Diameter of well (in.) |
Type of casing (3) |
Principal water-bearing bed |
Method of lift (4) |
Use of water (5) |
Measuring point |
Depth to water level below measuring point (feet) (6) |
Date of measurement |
Remarks (Yield given in gallons a minute; drawdown in feet) |
Character of material |
Geologic subdivision |
Description |
Distance above (+) or below (-) land surface (feet) |
Height above sea level (feet) |
|
T. 10 S., R. 33 W. |
102 |
NW NW sec. 14 |
H.E. Cline |
Dr |
143.0 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
N |
Top of hole in steel plate, west side |
+0.3 |
3146.4 |
135.24 |
4-14-43 |
|
|
T. 10 S., R. 34 W. |
103 |
NE NE sec. 27 |
H.A. Hills |
Dr |
113.8 |
6 |
GI |
Sand and gravel |
Ogallala |
N |
N |
Top of casing, west side |
+0.4 |
3187.8 |
98.14 |
9-14-42 |
|
104 |
NW SE sec. 36 |
G.J. Hills |
Dr |
165.0 |
3 |
N |
Sand and gravel |
Ogallala |
N |
N |
Land surface |
.0 |
3192.6 |
111.85 |
10- -43 |
Test hole 26 |
105 |
SE SE sec. 36 |
G.J. Hills |
Dr |
155.0 |
3 |
N |
Sand and gravel |
Ogallala |
N |
N |
Land surface |
.0 |
3182.6 |
99.2 |
10- -43 |
Test hole 27 |
106 |
SE SE sec. 36 |
(Public road) |
Dr |
175.0 |
3 |
N |
Sand and gravel |
Ogallala |
N |
N |
Land surface |
.0 |
3191.2 |
123.2 |
10- -43 |
Test hole 28 |
|
T. 10 S., R. 35 W. |
107 |
NW NW sec. 6 |
(Public road) |
Dr |
193.0 |
3 |
N |
Sand and gravel |
Ogallala |
N |
N |
Land surface |
.0 |
3351.3 |
96.4 |
9- -43 |
Test hole 20 |
(108) |
NE NE sec. 19 |
Edith J. Nichols |
Dr |
190.5 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
D, S |
Top of casing, north side |
+1.1 |
3343.9 |
164.22 |
4-15-43 |
|
109 |
NE NE sec. 27 |
C.J. Lahman |
Dr |
176.6 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
D, S |
Top of casing, north side |
+1.15 |
3295.6 |
147.08 |
4-13-43 |
|
|
T. 10 S., R. 36 W. |
(110) |
SE SW sec. 9 |
Henry H. Goetsch |
Dr |
181.0 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
D, S |
Top of casing, south side |
+0.5 |
3390.9 |
166.29 |
4-15-43 |
|
111 |
SE SE sec. 17 |
(Public road) |
Dr |
185.0 |
3 |
N |
Sand and gravel |
Ogallala |
N |
N |
Land surface |
.0 |
3352.7 |
100.45 |
10- -43 |
Test hole 22 |
112 |
NE SE sec. 20 |
(Public road) |
Dr |
220.0 |
3 |
N |
Sand and gravel |
Ogallala |
N |
N |
Land surface |
.0 |
3322.5 |
87.08 |
9- -43 |
Test hole 23 |
113 |
NE NE sec. 29 |
(Public road) |
Dr |
255.0 |
3 |
N |
Sand and gravel |
Ogallala |
N |
N |
Land surface |
.0 |
3365.9 |
127.57 |
9- -43 |
Test hole 24 |
(114) |
NE NE sec. 32 |
C.F. Kammer |
Dr |
152.8 |
6 |
GI |
Sand and gravel |
Ogallala |
Cy, W |
D, S |
Hole in steel plate, west side |
+0.9 |
3377.3 |
142.07 |
4-15-43 |
|
|
Sherman County T. 7 S., R. 37 W. |
115 |
NE NE sec. 1 |
(Public road) |
Dr |
310.0 |
3 |
N |
Sand and gravel |
Ogallala |
N |
N |
Land surface |
.0 |
3417.5 |
140.03 |
9- -43 |
Test hole 4 |
1. B, bored; Dr, drilled; Du, dug.
2. Measured depths given in feet and tenths; reported depths given in feet.
3. GI, Galvanized iron; I, iron; N, none; W, wood.
4. Pumps: C, centrifugal; Cy, cylinder; N, none; P, double action plunger; T, turbine. Power: E, electric motor; G, gasoline engine; S, steam engine; H, hand; W, wind.
5. D, domestic; I, irrigation; N, none; P, public supply; R, railroad; S, stock
6. Measured water levels given in feet, tenths, and hundredths; reported water levels given in feet.
7. Pumping test conducted and the results furnished by the Division of Water Resources, Kansas State Board of Agriculture
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Kansas Geological Survey, Thomas County Geohydrology
Web version Nov. 2001. Original publication date Dec. 1945.
Comments to webadmin@kgs.ku.edu
The URL for this page is http://www.kgs.ku.edu/General/Geology/Thomas/07_wells.html