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Specific Water Well Detail |
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Location Info | |||
Owner: Hagemann, Dan | Status: Constructed | ||
Location: T26S, R2E, Sec. 24, SE SW NE | County: Sedgwick | ||
Directions: 15400 E Evening Shade St, Benton (twelve 100-foot bores) | |||
Latitude: 37.7758236 | Longitude: -97.1589455 | Datum NAD 27 | |
Latitude: 37.775839 | Longitude: -97.159267 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 37.775839 | GPS Longitude: -97.159267 | Datum NAD83 | |
View well on interactive map |
General Info | ||
Well Depth: 100 ft. | Elevation: 1383 ft. | |
Static Water Level: ft. | Est. Yield: gpm. | |
Comp. Date: 21-Apr-2022 | Well Use: Geothermal, Closed Loop, Vertical | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Peterson McNett Drlg | License #: 897 |
Scanned Form | |
View scan of this form in PDF format. | |
You will need the Acrobat PDF Reader, available free from Adobe, to read this file. |
Chemical Sample Submitted?:
Water Well disinfected?: | ||
Casing Info | ||
Casing Type: None
Casing Joints: |
Diam: in. to ft | |
Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: |
Screen and Perforation Info | ||
Screen Type: None | Screen Openings: | |
Screen-perforated intervals | From: ft to ft | |
Gravel pack intervals | From: ft to ft |
Grout Info | ||
Grout used: Bentonite | From: 0 to 100 ft |
Source of Possible Contamination | ||
Source: Watertight sewer lines | ||
Direction from well: W | Distance: 30 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 2 ft. | top soil | |
From: 2 ft. to 20 ft. | clay | |
From: 20 ft. to 60 ft. | shale, completely weathered | |
From: 60 ft. to 90 ft. | shale, highly weathered, various fractured zones | |
From: 90 ft. to 120 ft. | shale, moderately weathered | |
From: 120 ft. to 130 ft. | shale, moderately weathered, with fracture of salt water |