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Specific Water Well Detail |
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| Location Info | |||
| Owner: McFarland, Merlin | Status: Constructed | ||
| Location: T28S, R7W, Sec. 5, SW NW NE NW | County: Kingman | ||
| Directions: from SE corner of Miller's Service building, 101 E D Ave, Kingman, 40 feet S and 37 feet E | |||
| Latitude: 37.6459817 | Longitude: -98.1122171 | Datum NAD 27 | |
| Latitude: 37.646 | Longitude: -98.11256 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.646 | GPS Longitude: -98.11256 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 21 ft. | Elevation: 1523.88 ft. | |
| Static Water Level: 12.35 ft. | Est. Yield: gpm. | |
| Comp. Date: 25-Mar-2019 | 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?: No
Water Well disinfected?: No | ||
| Ground water encountered: 12.4 ft. | ||
| Bore hole diameter: 8.25 inches to 21 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 11 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: 11 ft to 21 ft | |
| Gravel pack intervals | From: 8 ft to 21 ft | |
| Grout Info | ||
| Grout used: | From: 1 to 8 ft | |
| Source of Possible Contamination | ||
| Source: Fuel storage | ||
| Direction from well: Northwest | Distance: 20 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2.5 ft. | sandy clay, red brown | |
| From: 2.5 ft. to 7 ft. | silty clay, red brown | |
| From: 7 ft. to 21 ft. | shale, red to gray | |