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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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Table 7
Table 7--Analyses of water from typical wells and springs in Chase County. Analyzed by H. A. Stoltenberg. Dissolved constituents given in parts per million.a
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. 18 S., R. 6 E. |
18-6-12da |
NE SE sec. 12 |
32.6 |
Easly Creek sh and Bader ls |
4-16-48 |
.... |
414 |
9.2 |
1.8 |
112 |
19 |
9.4 |
333 |
32 |
27 |
0.3 |
41 |
358 |
273 |
85 |
T. 18 S., R. 7 E. |
18-7-33aa |
NE NE sec. 33 |
35 |
Cottonwood ls |
6-24-48 |
.... |
501 |
8.6 |
0.05 |
130 |
24 |
19 |
438 |
61 |
11 |
0.1 |
31 |
423 |
359 |
64 |
T. 18 S., R. 8 E. |
18-8-1ca |
NE SW sec. 1 |
42.9 |
Speiser sh, Funston ls |
4-17-48 |
58 |
1,147 |
12.0 |
0.38 |
254 |
58 |
17 |
403 |
102 |
108 |
0.1 |
398 |
872 |
330 |
542 |
T. 18 S., R. 9 E. |
18-9-25cc |
SW SW sec. 25 |
17.4 |
Burr ls & Sallyards ls |
4-17-48 |
.... |
1,306 |
7.2 |
0.33 |
288 |
41 |
37 |
267 |
190 |
94 |
0.3 |
518 |
887 |
219 |
668 |
18-9-32da |
NE SE sec. 32 |
45.6 |
Bader ls |
6-25-48 |
.... |
610 |
7.0 |
1.9 |
110 |
52 |
28 |
411 |
95 |
32 |
0.4 |
84 |
488 |
337 |
151 |
T. 19 S., R. 6 E. |
19-6-29cc |
SW SW sec. 29 |
99.1 |
Florence ls |
6-24-48 |
58 |
948 |
8.8 |
3.8 |
95 |
70 |
143 |
522 |
93 |
139 |
0.3 |
142 |
524 |
428 |
96 |
T. 19 S., R. 7 E. |
19-7-22ac |
SW NE sec. 22 |
50.3 |
Foraker ls |
4-16-48 |
.... |
1,220 |
13.0 |
1.4 |
68 |
51 |
324 |
371 |
64 |
490 |
0.7 |
26 |
379 |
304 |
75 |
T. 19 S., R. 8 E. |
19-8-5ba |
NE NW sec. 5 |
37.9 |
Alluvium |
6-24-48 |
.... |
310 |
7.6 |
0.44 |
98 |
9.4 |
7.4 |
331 |
15 |
5.5 |
0.2 |
4.4 |
283 |
272 |
11 |
19-8-13cb |
NW SW sec. 13 |
91.4 |
Grenola ls |
4-17-48 |
.... |
522 |
10.0 |
0.16 |
130 |
32 |
8.7 |
388 |
136 |
5.5 |
0.3 |
8 |
456 |
318 |
138 |
19-8-18(1) |
Lot 10 of sec. 18 |
43 |
Cottonwood ls |
6-24-48 |
59 |
470 |
7.2 |
0.08 |
113 |
33 |
16 |
454 |
41 |
12 |
0.1 |
24 |
418 |
372 |
46 |
|
City of Cottonwood Falls, KS |
|
Alluvium |
7-25-47 |
.... |
539 |
12.0 |
0.33 |
122 |
32 |
29 |
482 |
70 |
17 |
0.1 |
7.1 |
436 |
395 |
41 |
19-8-29aa |
City of Strong, KS |
|
Alluvium |
6-15-48 |
.... |
484 |
7.0 |
0.03 |
44 |
28 |
59 |
52 |
130 |
105 |
0.2 |
4.9 |
225 |
67 |
158 |
19-8-29bc2 |
SW NW sec. 29 |
80 |
Grenola ls |
4-14-48 |
.... |
1,869 |
14.0 |
1.9 |
217 |
108 |
220 |
315 |
1,121 |
17 |
1.1 |
16 |
986 |
258 |
728 |
T. 19 S., R. 9 E. |
19-9-3cc |
SW SW sec. 3 |
37 |
Long Creek ls |
4-17-48 |
.... |
521 |
11.0 |
1.4 |
99 |
27 |
49 |
349 |
22 |
70 |
0.3 |
71 |
358 |
286 |
72 |
19-9-6ad |
SE NE sec. 6 |
65.0 |
Beattie ls |
4-17-48 |
.... |
913 |
13.0 |
1.6 |
126 |
77 |
73 |
432 |
369 |
28 |
0.3 |
14 |
631 |
354 |
277 |
19-9-15bb |
NW NW sec. 15 |
17.2 |
Terrace alluvium |
6-25-48 |
58 |
520 |
10.0 |
0.60 |
94 |
22 |
70 |
383 |
61 |
67 |
0.2 |
7.1 |
325 |
314 |
11 |
T. 20 S., R. 7 E. |
20-7-27da |
NE SE sec. 27 |
112 |
Wreford ls |
4-14-48 |
58 |
357 |
9.8 |
0.02 |
74 |
36 |
13 |
405 |
14 |
8.5 |
0.1 |
26 |
332 |
332 |
0 |
T. 20 S., R. 8 E. |
20-8-2bd |
SE NW sec. 2 |
21.1 |
Alluvium |
4-16-48 |
.... |
631 |
9.0 |
1.3 |
122 |
26 |
64 |
409 |
147 |
20 |
0.2 |
42 |
412 |
336 |
76 |
20-8-16aa2 |
NE NE sec. 16 |
32.4 |
Beattie ls |
4-16-48 |
.... |
618 |
9.2 |
0.56 |
118 |
45 |
24 |
349 |
115 |
28 |
0.4 |
106 |
480 |
286 |
194 |
20-8-26da |
NE SE sec. 26 |
27.9 |
Grenola ls |
6-25-48 |
56 |
603 |
7.8 |
0.30 |
107 |
39 |
48 |
368 |
82 |
54 |
0.4 |
84 |
428 |
302 |
126 |
20-8-31(1) |
Lot 17 of sec. 31 |
49.6 |
Bader ls |
4-14-48 |
.... |
576 |
11.0 |
0.16 |
129 |
31 |
29 |
405 |
29 |
51 |
0.1 |
97 |
450 |
332 |
118 |
T. 21 S., R. 5 E. |
21-5-12ca |
NE SW sec. 12 |
51.9 |
Florence ls |
4-14-48 |
59 |
818 |
10.0 |
3.1 |
168 |
13 |
72 |
329 |
56 |
49 |
0.4 |
288 |
472 |
270 |
202 |
T. 21 S., R. 7 E. |
21-7-21bb |
NW NW sec. 21 |
101.7 |
Towanda & Fort Riley ls |
4-16-48 |
57 |
395 |
12.0 |
1.8 |
85 |
31 |
19 |
390 |
24 |
14 |
0.4 |
18 |
340 |
320 |
20 |
T. 21 S., R. 8 E. |
21-8-15ba |
NE NW sec. 15 |
64 |
Cottonwood ls |
6-24-48 |
.... |
435 |
8.2 |
0.30 |
70 |
47 |
21 |
346 |
99 |
16 |
0.4 |
3 |
368 |
284 |
84 |
T. 22 S., R. 6 E. |
22-6-18dc |
SW SE sec. 18 |
56.6 |
Winfield ls |
4-14-48 |
57 |
375 |
13.0 |
0.18 |
64 |
33 |
28 |
332 |
47 |
18 |
0.5 |
8.8 |
295 |
272 |
23 |
22-6-26cc |
SW SW sec. 26 |
29(?) |
Towanda & Fort Riley ls |
4-16-48 |
.... |
577 |
15.0 |
2 |
82 |
44 |
59 |
336 |
165 |
44 |
2 |
0.88 |
386 |
276 |
110 |
T. 22 S., R. 7 E. |
22-7-8cb |
NW SW sec. 8 |
41.8 |
Fort Riley ls |
4-16-48 |
.... |
412 |
10.0 |
0.88 |
107 |
21 |
15 |
384 |
35 |
10 |
0.2 |
25 |
354 |
315 |
39 |
22-7-25bc |
SW NW sec. 25 |
spring |
Florence ls |
4-16-48 |
55 |
327 |
9.6 |
0.03 |
91 |
16 |
11 |
346 |
13 |
10 |
0.2 |
6.2 |
293 |
284 |
9 |
22-7-35cb |
NW SW sec. 35 |
94.1 |
Barneston ls |
4-16-48 |
56 |
339 |
10.0 |
0.80 |
71 |
28 |
21 |
376 |
8.2 |
13 |
0.5 |
2 |
292 |
292 |
0 |
T. 22 S., R. 8 E. |
22-8-7aa |
NE NE sec. 7 |
58.9 |
Bader ls |
6-24-48 |
.... |
2,116 |
14.0 |
0.30 |
210 |
118 |
345 |
184 |
748 |
585 |
0.8 |
4.1 |
1,009 |
151 |
858 |
22-8-9cd |
SE SW sec. 9 |
61.0 |
Cottonwood ls |
4-16-48 |
55 |
4,157 |
15.0 |
0.66 |
348 |
198 |
778 |
128 |
1,650 |
1,090 |
1.3 |
14 |
1,682 |
105 |
1,577 |
22-8-18(1) |
Lot 10 of sec. 18 |
spring |
Wreford ls |
4-16-48 |
54 |
262 |
6.4 |
0.13 |
72 |
13 |
9.4 |
268 |
18 |
9 |
0.2 |
2.2 |
233 |
220 |
13 |
22-8-20ca |
NE SW sec. 20 |
25.3 |
Crouse ls |
4-16-48 |
.... |
1,075 |
14.0 |
0.47 |
178 |
37 |
113 |
355 |
152 |
109 |
0.1 |
297 |
596 |
291 |
305 |
22-8-22dc |
SW SE sec. 22 |
44.6 |
Crouse & Middleburg ls |
6-24-48 |
58 |
413 |
4.8 |
0.83 |
87 |
19 |
31 |
304 |
26 |
15 |
0.2 |
80 |
295 |
250 |
45 |
a. One part per million is equivalent to one pound of substance per million pounds of water or 8.33 pounds per million gallons of water.
b. Water sample from municipal distribution system. Wells in secs. 19 and 20, T. 19 S., R. 8 E.
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