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Specific Water Well Detail |
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| Location Info | |||
| Owner: Groening, Shirley | Status: Constructed | ||
| Location: T19S, R4E, Sec. 22, SW SE NW | County: Marion | ||
| Directions: from Upland Rd and 210th St, 0.5 mi N and 1600 feet E in pasture | |||
| Latitude: 38.3847974 | Longitude: -96.9793707 | Datum NAD 27 | |
| Latitude: 38.384814 | Longitude: -96.979673 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.384814 | GPS Longitude: -96.979673 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 118 ft. | Elevation: 1379 ft. | |
| Static Water Level: 34 ft. | Est. Yield: 50 gpm. | |
| Comp. Date: 17-Jun-2024 | Well Use: Domestic, Livestock | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Associated Drilling, Inc. #990 | License #: 990 | |
| 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: Glued |
Diam: 6 in. to 98 ft | |
| Casing height above land surface: 288 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR26 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 98 ft to 118 ft | |
| Gravel pack intervals | From: 23 ft to 118 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 23 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 7 ft. | clay | |
| From: 7 ft. to 25 ft. | shale, unweathered, red | |
| From: 25 ft. to 38 ft. | limestone, unweathered | |
| From: 38 ft. to 49 ft. | shale, unweathered, tan | |
| From: 49 ft. to 51 ft. | limestone, unweathered | |
| From: 51 ft. to 80 ft. | shale, unweathered, gray | |
| From: 80 ft. to 118 ft. | limestone, highly weathered | |