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Marshall County Geohydrology

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Well Records

Descriptions of 248 wells visited in Marshall County and near-by areas are described in Table 11. All information classed as reported was obtained from the owner, tenant, or driller. Reported depths of wells are given in feet; measured depths are in feet and tenths. Reported depths to water level are given in feet; measured depths to water level are given in feet, tenths, and hundredths.

Table 11--Records of wells in Marshall County, Kansas.

T1S || T2S || T3S || T4S || T5S

Well No. Location Owner or tenant Type of well (1) Depth of well (feet) Diameter of well (in.) Type of casing (2) Principal water-bearing bed Method of lift (3) Use of water (4) Measuring point Depth to water level below measuring point (feet) Date of measurement REMARKS (Yield given in gallons a minute; drawdown in feet)
Character of material Geologic source Description Distance above land surface (feet)
  T. 4 S., R. 6 E.
4-6-2cc SW1/4 SW1/4 sec. 2 T. H. Hauley Dr 51.1 6 GI Limestone Barneston limestone Cy, W S Base of pump 0.6 15.81 10/25/51  
4-6-3dd SE1/4 SE1/4 sec. 3 H. P. Nelson Dr 150 6 GI Limestone Barneston limestone Cy, W D, S     125    
4-6-11dd SE1/4 SE1/4 sec. 11 Schmidt and Koester Dr 103.8 6 GI Limestone Barneston limestone Cy, W, H D Top of casing 0.6 15.69 11/23/51  
4-6-16dd1 SE1/4 SE1/4 sec. 16 City of Waterville Dr 55 18 S Sand Alluvium T, E P     21   Analysis of water is given in table 3.
4-6-16dd2 SE1/4 SE1/4 sec. 16 City of Waterville Dr 55 18 S Sand Alluvium T, E P     21    
4-6-17dc SW1/4 SE1/4 sec. 17 Arch Argenbrite Dr 90 6 GI Gravel Terrace Cy, E D     60   Analysis of water is given in table 3.
4-6-23cb NW1/4 SW1/4 sec. 23 J Seaton Dr 46.5 6 GI Gravel Terrace Cy, W, H S Top of casing 0.4 23.81 11/28/51  
4-6-28dd SE1/4 SE1/4 sec. 28 Allen Travelute Dr 86 6 GI Limestone Barneston limestone Cy, E D, S     60    
  T. 4 S., R. 7 E.
4-7-12dc SW1/4 SE1/4 sec. 12 Fed Farm Mtg. Company Dr 72.9 6 GI Limestone Barneston limestone Cy, H D Top of casing 0.3 23.83 11/15/51  
4-7-19cc SE1/4 SW1/4 sec. 19 School District Dr 58.2 6 GI Gravel Terrace Cy, H N Top of casing 0.1 39.29 11/28/51  
4-7-20aa NE1/4 NE1/4 sec. 20 Certainteed Products Dr 29 16 S Gravel Terrace C, E Ind     12   Yields about 85 G. P. M.
4-7-20cd1 SE1/4 SW1/4 sec. 20 City of Blue Rapids Du 46 18 C T Sand Terrace T, E P     21   Analysis of water is given in table 3.
4-7-20cd2 SE1/4 SW1/4 sec. 20 City of Blue Rapids Du 42 240 B Sand Terrace C, E P     12    
4-7-21cd SE1/4 SW1/4 sec. 21 F. M. Brown Dr 32.4 5 GI Sand Terrace Cy, H N Top of casing 1.3 17.95 12/7/51 Analysis of water is given in table 3.
4-7-25bc SW1/4 NW1/4 sec. 25 A. R. Atkinson Dr 50 6 GI Limestone Wreford limestone Cy, H D, S     35    
4-7-25cc SW1/4 SW1/4 sec. 25 Kirby Dr 80 6 GI Limestone Wreford limestone J, E D     67    
4-7-28dc SW1/4 SE1/4 sec. 28 T. F. Musil Dr 84.7 6 GI Gravel Terrace Cy, H N Top of platform 0.3 56.22 11/27/51  
4-7-30cb NW1/4 SW1/4 sec. 30 Fred Stocks Dr 40 6 GI Gravel Terrace C, E D, S     13    
4-7-32dd SE1/4 SE1/4 sec. 32 J. O. Honeycutt Dr 58 6 GI Limestone Funston limestone Cy, W, H D, S     48    
4-7-35ad SE1/4 NE1/4 sec. 35 L. E. Magnuson Dr 65 6 GI Sand Terrace Cy, W D, S     35    
  T. 4 S., R. 8 E.
4-8-2dd SE1/4 SE1/4 sec. 2 Mrs. Joe Lierz DD 80 36-6 R, GI Limestone Wreford limestone Cy, H D     58    
4-8-3cc SW1/4 SW1/4 sec. 3 Earl Shaw Dr 51 6 GI Limestone Wreford limestone Cy, E D, S     45    
4-8-3cd SE1/4 SW1/4 sec. 3 School District Dr 75.1 6 GI Limestone Wreford limestone Cy, H N Top of casing 0.2 36.59 12/12/51 Analysis of water is given in table 3.
4-8-7ba NE1/4 NW1/4 sec. 7 School District Dr 88.4 6 GI Limestone Barneston limestone Cy, H N Top of casing 0.9 29.43 11/10/51  
4-8-13cd SE1/4 SW1/4 sec. 13 Alf Morton Dr 97 6 GI Limestone Beattie limestone Cy, W, H D, S     43    
4-8-14cd SE1/4 SW1/4 sec. 14 School District Dr 98 6 GI Limestone Bader limestone Cy, H D Top of casing 0.4 83.3 11/6/51  
4-8-15cd SE1/4 SW1/4 sec. 15 Bethany Methodist Hospital Dr 78.4 6 GI Limestone Bader limestone Cy, W, H S Top of casing 0.9 66.54 11/7/51  
  T. 4 S., R. 9 E.
4-9-3dc SW1/4 SE1/4 sec. 3 John Horigan Dr 182 3.5 S Sand and Gravel Glacial Cy, W, H D, S     60    
4-9-4dc SW1/4 SE1/4 sec. 4 F. G. Powell Dr 144.1 3.5 S Sand and Gravel Glacial Cy, W N Top of casing 1 67.67 10/15/51  
4-9-6dc SW1/4 SE1/4 sec. 6 H. Feldhausen Dr 82.1 6 GI Limestone Foraker limestone Cy, H N Top of casing 0.3 54.06 10/17/51  
4-9-7ab NW1/4 NE1/4 sec. 7 Carrie Powell Dr 82.6 6 GI Limestone Foraker limestone Cy, W, H S Top of casing 0.5 52.45 12/12/51  
4-9-16aa1 NE1/4 NE1/4 sec. 16 City of Frankfort Dr 117 18 S Gravel Glacial T, E P     60   Analysis of water is given in table 3.
4-9-16aa2 NE1/4 NE1/4 sec. 16 City of Frankfort Dr 104 18 S Gravel Glacial T, E P     60   Analysis of water is given in table 3.
4-9-19cb NW1/4 SW1/4 sec. 19 E. E. Denlinger Dr 90.2 6 GI Gravel Terrace N N Top of casing 1 48.59 10/17/51  
4-9-19cd SE1/4 SW1/4 sec. 19 T. J. Rhodes Dr 45.1 6 GI Sand and gravel Terrace Cy, H, T S Top of casing 0.6 11.78 10/18/51  
4-9-29cc SW1/4 SW1/4 sec. 29 Community of Barrett Du 31.4 70 R Sand Alluvium N N Top of platform 2.7 13.02 10/17/51  
  T. 4 S., R. 10 E.
4-10-7dd SE1/4 SE1/4 sec. 7 Albert Carlson Dr 123 3.5 S Gravel Glacial Cy, H D     15    
4-10-8cb NW1/4 SW1/4 sec. 8 Owen's Store Du 40 36 R Gravel Alluvium Cy, H D     12   Analysis of water is given in table 3.
4-10-11da NE1/4 SE1/4 sec. 11 City of Vermillion Dr 50 12 S Sand and gravel Glacial T, E P     4   Analysis of water is given in table 3.
4-10-17ab NW1/4 NE1/4 sec. 17 Anna Brophy Dr 160 3.5 S Sand and gravel Glacial Cy, W S Top of casing 0.2 44.97 10/10/51  
4-10-18aa NE1/4 NE1/4 sec. 18 School District Dr 123 6 GI Sand and gravel Glacial Cy, H N Top of casing 0.8 42.39 10/9/51  
4-10-20da1 NE1/4 SE1/4 sec. 20 Paul Mitchell Dr 330 6 S     Cy, E N     100   Water is salty.
4-10-20da2 NE1/4 SE1/4 sec. 20 Paul Mitchell Dr 253 3.5 S Sand and gravel Glacial Cy, W, H D, S     97    
4-10-22dc SW1/4 SE1/4 sec. 22 V. Carlson B 92.1 18 CT Sand and gravel Glacial Cy, W D, S Top of platform 0.2 54.8 9/28/51  
4-10-23bc SW1/4 SE1/4 sec. 23 School District B 38.7 14 CT Sand and gravel Glacial Cy, H D Top of platform 0.4 8.15 9/27/51  
4-10-27cd SE1/4 SW1/4 sec. 27 W. Sheehy B 58.7 24 CT Sand and gravel Glacial Cy, H N Top of platform 1.4 7.6 9/28/51  
4-10-29cc SW1/4 SW1/4 sec. 29 Ralph Clark Dr 80 6 GI Sand and gravel Glacial Cy, W D, S     60    
4-10-30dd SE1/4 SE1/4 sec. 30 William Clark Du 21.4 36 R Sand and gravel Glacial Cy, W D, S Top of platform 0.6 3.38 10/12/51  
4-10-34ba NE1/4 NW1/4 sec. 34 E. J. Shafer B 96.4 24 CT Sand and gravel Glacial N N Top of platform 0.8 94.9 9/28/51  

1. B, bored; Dr, drilled; Du, dug; DD, dug and drilled.
2. B, brick; C, cement; CT, clay tile; GI, galvanized iron; OB, oil barrel; R, rock; S, steel.
3. Type of pump: C, centrifugal; Cy, cylinder; J, jet; N, none; T, turbine. Type of powerL E, electric motor; H, hand; T, tractor; W, wind.
4. AC, air conditioning; D, domestic; Ind, industrial; N, none; P, public supply; S, stock.

T1S || T2S || T3S || T4S || T5S

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Kansas Geological Survey, Geologic History of Kansas
Comments to webadmin@kgs.ku.edu
Web version March 2004. Original publication date March 1954.
URL=http://www.kgs.ku.edu/General/Geology/Marshall/08_wells.html