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Specific Water Well Detail |
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| Location Info | |||
| Owner: Nichols, Jerry | Status: Constructed | ||
| Location: T23S, R4E, Sec. 24, NW NW SE | County: Butler | ||
| Directions: from Exit 31 at Newton: 20.5 mi E of I 35, 1 mi S, .75 mi E, N side, Burns | |||
| Latitude: 38.0341648 | Longitude: -96.9398012 | Datum NAD 27 | |
| Latitude: 38.0341829 | Longitude: -96.9401081 | Datum NAD 83 | |
| Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
| View well on interactive map | |||
| General Info | ||
| Well Depth: 95 ft. | Elevation: ft. | |
| Static Water Level: 26 ft. | Est. Yield: gpm. | |
| Comp. Date: 16-Sep-1983 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Harp Well & Pump Service, Inc. | License #: 236 | |
| 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. | |
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Chemical Sample Submitted?: No
Water Well disinfected?: | ||
| Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: 0 in. to 0 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: | Screen Openings: | |
| Screen-perforated intervals | From: 30 ft to 95 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: 0 to 0 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 3 ft. | top soil | |
| From: 3 ft. to 7 ft. | clay | |
| From: 7 ft. to 37 ft. | brown shale, hard | |
| From: 37 ft. to 78 ft. | brown shale | |
| From: 78 ft. to 95 ft. | gray shale | |