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Specific Water Well Detail |
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| Location Info | |||
| Owner: KDHE-BER | Status: Constructed | ||
| Location: T19S, R4E, Sec. 32, SW SW SE | County: Marion | ||
| Directions: South of 1018 E Main St, Marion, along E Main St (U5-057-15599) | |||
| Latitude: 38.3483181 | Longitude: -97.0106399 | Datum NAD 27 | |
| Latitude: 38.348335 | Longitude: -97.010942 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.348335 | GPS Longitude: -97.010942 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 50 ft. | Elevation: 1347 ft. | |
| Static Water Level: 24.5 ft. | Est. Yield: gpm. | |
| Comp. Date: 10-Jun-2025 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 3 | |
| Driller Info | ||
| Driller: UES Exploration #531 | License #: 531 | |
| 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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type: ThermalPlastic
Casing Joints: Threaded |
Diam: 2 in. to 30 ft | |
| Casing height above land surface: 0 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 30 ft to 50 ft | |
| Gravel pack intervals | From: 28 ft to 50 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 28 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 1 ft. | top soil | |
| From: 1 ft. to 10 ft. | fat clay, light brown, dry, stiff | |
| From: 10 ft. to 20 ft. | shale, highly weathered, light gray, hard, fissile, limey | |
| From: 20 ft. to 30 ft. | limestone, highly weathered, white, hard, powdery | |
| From: 30 ft. to 50 ft. | shale, highly weathered, light brown, very soft, powdery, fissile | |