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Specific Water Well Detail |
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| Location Info | |||
| Owner: KDHE-BER | Status: Constructed | ||
| Location: T8S, R3E, Sec. 8, NW NW SW | County: Clay | ||
| Directions: 319 5th St, Clay Center | |||
| Latitude: 39.3721824 | Longitude: -97.1266479 | Datum NAD 27 | |
| Latitude: 39.37218 | Longitude: -97.12695 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.37218 | GPS Longitude: -97.12695 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 45 ft. | Elevation: 1197 ft. | |
| Static Water Level: 24.42 ft. | Est. Yield: gpm. | |
| Comp. Date: 02-Jun-2022 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 16 | |
| Driller Info | ||
| Driller: GSI Engineering | 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 35 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: 35 ft to 45 ft | |
| Gravel pack intervals | From: 33 ft to 45 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 1 to 33 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 1 ft. | concrete | |
| From: 1 ft. to 5 ft. | clay, dark brown, soft, solid, low plasticity, no odor, some particulate | |
| From: 5 ft. to 25 ft. | medium silty sand, brown, soft, solid, low plasticity, no odor, no particulate, light brown at 22.5 feet | |
| From: 25 ft. to 45 ft. | medium sand, very soft, solid, low plasticity, no odor, no particulate, angular, dark brown at 35 feet, light brown at 37.5 feet, larger angular grain and 10-15% gravel at 42.5 feet | |