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Specific Water Well Detail |
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| Location Info | |||
| Owner: KDHE-BER | Status: Constructed | ||
| Location: T28S, R7W, Sec. 5, NE NW NE | County: Kingman | ||
| Directions: 509 East D Ave, Kingman (U2-048-12320) | |||
| Latitude: 37.6462309 | Longitude: -98.1057119 | Datum NAD 27 | |
| Latitude: 37.646249 | Longitude: -98.106056 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.646249 | GPS Longitude: -98.106056 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 30 ft. | Elevation: 1524 ft. | |
| Static Water Level: 25.71 ft. | Est. Yield: gpm. | |
| Comp. Date: 27-Feb-2026 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 18 | |
| Driller Info | ||
| Driller: UES Exploration #531 | 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 20 ft | |
| Casing height above land surface: 432 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: 20 ft to 30 ft | |
| Gravel pack intervals | From: 18 ft to 30 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 18 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 8 ft. | medium sand, dry, fill, with gravel, angular, no odor | |
| From: 8 ft. to 19 ft. | lean clay, brown, slightly moist, soft to firm, low plasticity, no odor | |
| From: 19 ft. to 25 ft. | fine sand, brown, slightly moist, soft, poorly sorted | |
| From: 25 ft. to 30 ft. | medium to coarse sand, moist, soft, poorly graded, with gravel, very strong odor | |