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Specific Water Well Detail |
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| Location Info | |||
| Owner: KDHE BER | Status: Constructed | ||
| Location: T12S, R5E, Sec. 12, NW NW NE | County: Geary | ||
| Directions: 6th St and N Monroe St, Junction City (U5-031-15557) | |||
| Latitude: 39.0287999 | Longitude: -96.8254389 | Datum NAD 27 | |
| Latitude: 39.0288 | Longitude: -96.82573 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.0288 | GPS Longitude: -96.82573 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 31 ft. | Elevation: 1075 ft. | |
| Static Water Level: 24.07 ft. | Est. Yield: gpm. | |
| Comp. Date: 30-Jan-2025 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 2 | |
| Driller Info | ||
| Driller: GSI Engineering, LLC | License #: 531 | |
| 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 21 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: 21 ft to 31 ft | |
| Gravel pack intervals | From: 19 ft to 31 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: .25 to 19 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 5 ft. | grass and top soil | |
| From: 5 ft. to 10 ft. | fat clay, stiff, high plasticity, light brown, dry, no odor | |
| From: 10 ft. to 20 ft. | fine sandy clay, loose, light brown, dry, no odor | |
| From: 20 ft. to 31 ft. | fine sand, light brown, loose, slightly moist, no odor | |