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Specific Water Well Detail |
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| Location Info | |||
| Owner: Express Corner | Status: Constructed | ||
| Location: T24S, R32W, Sec. 7, NE NE NE NW | County: Finney | ||
| Directions: 45' S on N 8th St from intersection with W Mary St, E side of street, S side of sidewalk leading to building | |||
| Latitude: 37.9892696 | Longitude: -100.8742754 | Datum NAD 27 | |
| Latitude: 37.989293 | Longitude: -100.874719 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.989293 | GPS Longitude: -100.874719 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 35 ft. | Elevation: 2844 ft. | |
| Static Water Level: 19.5 ft. | Est. Yield: gpm. | |
| Comp. Date: 23-Apr-2015 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 6 (W) | |
| Driller Info | ||
| Driller: Pratt Well Service | License #: 665 | |
| 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: 19.5 ft. | ||
| Bore hole diameter: 7 inches to 37 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 15 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: 15 ft to 35 ft | |
| Gravel pack intervals | From: 13 ft to 35 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 13 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 6 ft. | Topsoil | |
| From: 6 ft. to 13 ft. | Clay | |
| From: 13 ft. to 23 ft. | Sand/gravel | |
| From: 23 ft. to 37 ft. | Gravel | |