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Specific Water Well Detail |
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| Location Info | |||
| Owner: Dandar, Gabe | Status: Constructed | ||
| Location: T12S, R22E, Sec. 8, NE SE NE | County: Leavenworth | ||
| Directions: S of Cantrell Rd on W side of 174th St, Linwood | |||
| Latitude: 39.0253953 | Longitude: -94.9846019 | Datum NAD 27 | |
| Latitude: 39.025401 | Longitude: -94.98485 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.025401 | GPS Longitude: -94.98485 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 110 ft. | Elevation: 950 ft. | |
| Static Water Level: 18 ft. | Est. Yield: 8 gpm. | |
| Comp. Date: 06-Jun-2026 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Jesse Yoakum Well Drilling | License #: 595 | |
| 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: 25 ft to 110 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 25 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 10 ft. | sandy clay | |
| From: 10 ft. to 58 ft. | sandstone, unweathered, brown | |
| From: 58 ft. to 72 ft. | sandstone, unweathered, gray | |
| From: 72 ft. to 108 ft. | sandy limestone, unweathered | |
| From: 108 ft. to 110 ft. | shale, unweathered | |