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Specific Water Well Detail |
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| Location Info | |||
| Owner: Smarsh, Steven | Status: Constructed | ||
| Location: T27S, R5W, Sec. 11, SE SE NE | County: Kingman | ||
| Directions: 453 1 NE 160 Ave, Cheney | |||
| Latitude: 37.7120121 | Longitude: -97.825653 | Datum NAD 27 | |
| Latitude: 37.712027 | Longitude: -97.825983 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.712027 | GPS Longitude: -97.825983 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 81 ft. | Elevation: 1452 ft. | |
| Static Water Level: 10 ft. | Est. Yield: 20 gpm. | |
| Comp. Date: 01-Aug-2024 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Premier Pump & Well Srvc #238 | License #: 238 | |
| 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: Glued |
Diam: 5 in. to 41 ft | |
| Casing height above land surface: 216 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .214 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 41 ft to 81 ft | |
| Gravel pack intervals | From: 23 ft to 81 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 3 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. | top soil | |
| From: 3 ft. to 11 ft. | clay, brown | |
| From: 11 ft. to 16 ft. | medium sand | |
| From: 16 ft. to 29 ft. | shale, highly weathered, red | |
| From: 29 ft. to 36 ft. | shale, highly weathered, green | |
| From: 36 ft. to 69 ft. | shale, highly weathered, red, with broken layers | |
| From: 69 ft. to 81 ft. | shale, moderately weathered, brown | |