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Specific Water Well Detail |
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| Location Info | |||
| Owner: Weinhold, Tom | Status: Constructed | ||
| Location: T14S, R9W, Sec. 9, SW SW NW | County: Ellsworth | ||
| Directions: 235 9th Rd, Wilson | |||
| Latitude: 38.8500195 | Longitude: -98.3362154 | Datum NAD 27 | |
| Latitude: 38.850031 | Longitude: -98.336556 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.850031 | GPS Longitude: -98.336556 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 200 ft. | Elevation: 1780 ft. | |
| Static Water Level: 153 ft. | Est. Yield: 10 gpm. | |
| Comp. Date: 29-Sep-2023 | Well Use: Domestic | |
| 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 160 ft | |
| Casing height above land surface: 144 in
Casing Weight: lbs/ft Wall thickness or gauge no.: sch40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 160 ft to 200 ft | |
| Gravel pack intervals | From: 24 ft to 200 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 24 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 10 ft. | clay | |
| From: 10 ft. to 23 ft. | shale, unweathered | |
| From: 23 ft. to 25 ft. | limestone, unweathered | |
| From: 25 ft. to 112 ft. | shale, unweathered | |
| From: 112 ft. to 116 ft. | limestone, unweathered | |
| From: 116 ft. to 137 ft. | shale, unweathered | |
| From: 137 ft. to 200 ft. | sandstone, unweathered | |