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Specific Water Well Detail |
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| Location Info | |||
| Owner: Abbott, Tom | Status: Constructed | ||
| Location: T12S, R5E, Sec. 1, NW NE NW | County: Geary | ||
| Directions: Former Handy's 3, 1841 N Washington, Junction City (U5-031-15410) | |||
| Latitude: 39.0428903 | Longitude: -96.8287092 | Datum NAD 27 | |
| Latitude: 39.04289 | Longitude: -96.829 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.04289 | GPS Longitude: -96.829 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 40 ft. | Elevation: 1082 ft. | |
| Static Water Level: 36.34 ft. | Est. Yield: gpm. | |
| Comp. Date: 28-Oct-2025 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 9 | |
| Driller Info | ||
| Driller: RAZEK Environmental | License #: 759 | |
| 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 25 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: 25 ft to 40 ft | |
| Gravel pack intervals | From: 23 ft to 40 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 2 to 23 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3 ft. | silt, gray | |
| From: 3 ft. to 12 ft. | silty clay, brown | |
| From: 12 ft. to 21 ft. | clayey silt, brown | |
| From: 21 ft. to 29 ft. | silty clay, brown | |
| From: 29 ft. to 33 ft. | clayey silt, gray | |
| From: 33 ft. to 40 ft. | silty fine to medium sand, brown | |