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Specific Water Well Detail |
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| Location Info | |||
| Owner: Vanek, Michael | Status: Constructed | ||
| Location: T12S, R22E, Sec. 8, SE NE NE | County: Leavenworth | ||
| Directions: from Cantrell Rd and 174th St, S and W, Linwood | |||
| Latitude: 39.026526 | Longitude: -94.9838253 | Datum NAD 27 | |
| Latitude: 39.026531 | Longitude: -94.984072 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.026531 | GPS Longitude: -94.984072 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 110 ft. | Elevation: 960 ft. | |
| Static Water Level: 33 ft. | Est. Yield: 3 gpm. | |
| Comp. Date: 05-Jun-2026 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Kathleen Yoakum | License #: 1033 | |
| 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: 5 in. to 90 ft | |
| Casing height above land surface: 288 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: 90 ft to 110 ft | |
| Gravel pack intervals | From: 26 ft to 110 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 26 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 28 ft. | sandy clay | |
| From: 28 ft. to 46 ft. | sandstone, unweathered, brown | |
| From: 46 ft. to 70 ft. | sandstone, unweathered, brownish gray | |
| From: 70 ft. to 86 ft. | sandy limestone, unweathered | |
| From: 86 ft. to 90 ft. | sandy shale, unweathered | |
| From: 90 ft. to 106 ft. | limestone, unweathered | |
| From: 106 ft. to 110 ft. | shale, unweathered, gray | |