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Table of Contents
Rock Formations
Stratigraphy
Mineral Resources
Subsurface Rocks
Ground-water Resources
Ground-water Recharge
Discharge
Availability
Chemical Character
Ground-water Regions
Records of Wells
Logs of Test Holes
References
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Table 4
Table 4--Analyses of water from typical wells in Lyon County. Analyzed by H.A. Stoltenberg. Dissolved constituents given in parts per milliona.
| Well No. |
Location |
Depth, feet |
Geologic Source |
Date of Collection |
Temp. (°F) |
Dissolved Solids |
Silica (SiO2) |
Iron (Fe) |
Calcium (Ca) |
Magnesium (Mg) |
Sodium & Potassium (Na+K) |
Bicarbonate (HCO3) |
Sulfate (SO4) |
Chloride (Cl) |
Fluoride (F) |
Nitrate (NO3) |
Hardness as CaCO3 |
| Total |
Carbonate |
Noncarbonate |
| |
T. 15 S., R. 10 E. |
| 15-10-23dc |
SW SE sec. 23 |
18.2 |
Threemile ls |
9/13/51 |
... |
1,040 |
6.4 |
0.3 |
183 |
35 |
97 |
382 |
135 |
71 |
0.2 |
319 |
600 |
313 |
287 |
| |
T. 15 S., R. 13 E. |
| 15-13-19ca |
NE SW sec. 19 |
16.4 |
Falls City ls and/or Hawxby sh |
9/13/51 |
56 |
656 |
8.6 |
0.82 |
117 |
57 |
36 |
464 |
177 |
20 |
0.5 |
12 |
526 |
380 |
146 |
| |
T. 16 S., R. 10 E. |
| 16-10-9cc |
SW SW sec. 9 |
56.9 |
Beattie ls (?) |
9/13/51 |
... |
530 |
2.2 |
0.84 |
85 |
43 |
52 |
417 |
73 |
45 |
0.2 |
25 |
388 |
342 |
46 |
| 16-10-34dd |
SE SE sec. 34 |
26.6 |
Crouse ls |
9/12/51 |
... |
716 |
6 |
0.68 |
118 |
42 |
68 |
403 |
195 |
14 |
0.3 |
75 |
467 |
330 |
137 |
| |
T. 16, S., R. 11 E. |
| 16-11-21da |
NE SE sec. 21 |
39.5 |
Long Creek ls |
9/12/51 |
57 |
556 |
3.2 |
0.07 |
114 |
26 |
48 |
344 |
145 |
33 |
0.3 |
18 |
392 |
282 |
110 |
| 16-11-22ad1 |
SE NE sec. 22 City of Allen, KSb |
32 |
Long Creek ls |
3/7/51 |
... |
1,880 |
15 |
0.23 |
337 |
79 |
113 |
390 |
914 |
48 |
0.5 |
89 |
1,166 |
320 |
846 |
| |
T. 16 S., R. 13 E. |
| 16-13-20da |
NE SE sec. 20 |
25.3 |
terrace alluvium |
9/13/51 |
... |
803 |
5.6 |
0.35 |
148 |
20 |
112 |
514 |
226 |
13 |
0.2 |
25 |
451 |
422 |
29 |
| |
T. 17 S., R. 10 E. |
| 17-10-14da |
NE SE sec. 14 |
87.1 |
Long Creek ls |
9/12/51 |
... |
626 |
2.4 |
1.3 |
103 |
44 |
58 |
417 |
142 |
28 |
0.4 |
43 |
438 |
342 |
96 |
| 17-10-16ad |
SE NE sec. 16 |
53.2 |
Grenola ls |
9/13/51 |
... |
849 |
2.4 |
0.06 |
200 |
43 |
12 |
388 |
127 |
52 |
0.3 |
221 |
676 |
318 |
358 |
| |
T. 17 S., R. 13 E. |
| 17-13-5cd |
SE SW sec. 5 |
30.6 |
Pierson Point-Willard sh |
9/13/51 |
... |
630 |
3.6 |
0.14 |
82 |
22 |
98 |
202 |
110 |
90 |
0.5 |
124 |
295 |
166 |
129 |
| 17-13-34da |
NE SE sec. 34 City of Reading, KSb |
35 |
alluvium |
10/5/51 |
... |
417 |
7.8 |
0.1 |
84 |
18 |
48 |
354 |
65 |
17 |
0.3 |
7.1 |
284 |
284 |
0 |
| |
T. 18 S., R. 10 E. |
| 18-10-12cb |
NW SW sec. 12 |
18.1 |
terrace alluvium |
9/12/51 |
58 |
1,180 |
2.6 |
0.12 |
200 |
39 |
115 |
324 |
111 |
142 |
0.1 |
407 |
660 |
266 |
394 |
| |
T. 18 S., R. 11 E. |
| 18-11-1cc |
SW SW sec. 1 |
31.1 |
terrace alluvium |
9/12/51 |
57 |
998 |
3.2 |
0.55 |
188 |
29 |
103 |
396 |
266 |
63 |
0.3 |
150 |
588 |
324 |
264 |
| 18-11-22ad |
SE NE sec. 22 |
28.1 |
terrace alluvium |
9/12/51 |
57 |
1,430 |
2.6 |
0.19 |
292 |
56 |
92 |
427 |
519 |
99 |
0.3 |
159 |
958 |
350 |
608 |
| |
T. 18 S., R. 12 E. |
| 18-12-6cc |
SW SW sec. 6 |
10.9 |
French Creek sh |
9/12/51 |
... |
1,600 |
10 |
9.9 |
230 |
78 |
176 |
383 |
892 |
24 |
0.7 |
0.8 |
894 |
314 |
580 |
| |
T. 18 S., R. 13 E. |
| 18-13-27bc1 |
SW NW sec. 27 |
14.2 |
Cedar Vale sh |
9/11/51 |
60 |
512 |
2.2 |
0.05 |
118 |
28 |
28 |
395 |
116 |
10 |
0.4 |
14 |
410 |
324 |
86 |
| |
T. 19 S., R. 10 E. |
| 19-10-4ab2 |
NW NE sec. 4 |
75 |
West Branch sh |
10/30/50 |
60 |
323 |
14 |
3.2 |
77 |
19 |
8.7 |
218 |
64 |
27 |
0.1 |
6.2 |
270 |
179 |
91 |
| |
T. 19 S., R. 11 E. |
| 19-11-8cb1 |
NW SW sec. 8 |
62 |
terrace alluvium |
9/12/51 |
... |
864 |
4.4 |
0.06 |
176 |
39 |
63 |
364 |
338 |
55 |
0.4 |
8.8 |
600 |
298 |
302 |
| 19-11-13da |
NE SE sec. 13 |
24 |
terrace alluvium |
9/11/51 |
... |
762 |
5 |
0.07 |
148 |
25 |
86 |
442 |
170 |
52 |
0.2 |
58 |
472 |
362 |
110 |
| |
T. 19 S., R. 12 E. |
| 19-12-4ab |
NE NW sec. 4 |
45.4 |
Pierson Point-Willard sh |
9/12/51 |
57 |
1,018 |
12 |
0.25 |
179 |
58 |
68 |
316 |
419 |
60 |
0.5 |
66 |
685 |
259 |
426 |
| 19-12-32cc |
SW SW sec. 32 |
27.5 |
Pierson Point-Willard sh |
9/12/51 |
... |
835 |
9 |
0.13 |
99 |
26 |
149 |
327 |
226 |
68 |
0.4 |
97 |
354 |
268 |
86 |
| |
T. 19 S., R. 13 E. |
| 19-13-19dd |
SE SE sec. 19 |
47.3 |
White Cloud sh |
9/11/51 |
57 |
769 |
3.8 |
0.06 |
137 |
57 |
47 |
398 |
198 |
68 |
0.2 |
62 |
576 |
326 |
250 |
| |
T. 20 S., R. 10 E. |
| 20-10-17 dc |
SW SE sec. 17 |
12.7 |
Howe ls |
9/11/51 |
61 |
625 |
7.4 |
0.23 |
131 |
37 |
30 |
366 |
173 |
17 |
0.6 |
49 |
479 |
300 |
179 |
| |
T. 20 S., R. 12 E. |
| 20-12-24aa |
NE NE sec. 24 |
16.5 |
Happy Hollow ls |
9/11/51 |
57 |
2,251 |
14 |
0.22 |
152 |
163 |
337 |
523 |
816 |
153 |
0.3 |
358 |
1,049 |
429 |
620 |
| 20-12-31bb |
NW NW sec. 31 |
48.2 |
Langdon-Willard sh |
9/11/51 |
57 |
1,246 |
7.2 |
0.26 |
158 |
54 |
224 |
710 |
151 |
200 |
0.3 |
102 |
616 |
582 |
34 |
| |
T. 20 S., R. 13 E. |
| 20-13-7cb |
NW SW sec. 7 |
34 |
terrace alluvium |
9/11/51 |
... |
479 |
6.6 |
0.07 |
114 |
13 |
44 |
355 |
65 |
41 |
0.2 |
20 |
338 |
291 |
47 |
| 20-13-14bd |
SE NW sec. 14 City of Hartford, KS |
30-35 |
alluvium |
5/14/51 |
... |
495 |
23 |
0.11 |
133 |
16 |
10 |
415 |
37 |
19 |
0.1 |
17 |
398 |
340 |
58 |
| 20-13-28dc |
SW SE sec. 28 |
22.5 |
terrace alluvium |
9/11/51 |
57 |
1,037 |
14 |
0.21 |
182 |
38 |
148 |
278 |
24 |
464 |
0.2 |
30 |
610 |
228 |
382 |
| |
T. 21 S., R. 10 E. |
| 21-10-26cd2 |
SE SW sec. 26 |
30.8 |
Friedrich-Dry sh |
9/11/51 |
53 |
1,074 |
4.6 |
0.11 |
284 |
22 |
23 |
329 |
180 |
119 |
0.2 |
279 |
799 |
270 |
529 |
| |
T. 21 S., R. 11 E. |
| 21-11-2aa |
NE NE sec. 2 |
26.5 |
alluvium |
9/11/51 |
57 |
337 |
10 |
0.11 |
74 |
20 |
25 |
337 |
28 |
6 |
0.1 |
8 |
266 |
266 |
0 |
| 21-11-28dd |
SE SE sec. 28 |
38.1 |
Dry-Willard sh |
9/11/51 |
... |
822 |
11 |
0.21 |
95 |
43 |
109 |
344 |
120 |
36 |
0.2 |
239 |
414 |
282 |
132 |
| |
T. 21 S., R. 12 E. |
| 21-12-29bc |
SW NW sec. 29 |
51.2 |
Auburn sh and/or Wakarusa ls |
9/11/51 |
57 |
613 |
8 |
1.3 |
112 |
31 |
70 |
465 |
141 |
20 |
0.5 |
1.3 |
407 |
382 |
25 |
| |
T. 21 S., R. 13 E. |
| 21-13-27aa |
NE NE sec. 27 |
26 |
Severy sh |
9/11/51 |
57 |
511 |
5 |
0.64 |
101 |
21 |
42 |
239 |
196 |
9 |
0.4 |
19 |
338 |
196 |
142 |
| aOne part per million is equivalent to one
pound of substance per million pounds of water or 8.33 pounds per million
gallons of water |
| bWater sample from municipal distribution system |
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