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Specific Water Well Detail |
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| Location Info | |||
| Owner: Field, Dan | Status: Constructed | ||
| Location: T2S, R21W, Sec. 20, SE SW SW SE | County: Norton | ||
| Directions: from Almena, 2.75 mi S and 0.5 mi W | |||
| Latitude: 39.8571924 | Longitude: -99.7093066 | Datum NAD 27 | |
| Latitude: 39.8572 | Longitude: -99.7097 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.8572 | GPS Longitude: -99.7097 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 80 ft. | Elevation: 2197 ft. | |
| Static Water Level: 18 ft. | Est. Yield: 60 gpm. | |
| Comp. Date: 18-May-2017 | Well Use: Irrigation | |
| DWR Applic. #: 49325 | Other ID: | |
| Driller Info | ||
| Driller: Holdrege Well Service | License #: 792 | |
| 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?: Yes | ||
| Ground water encountered: 18 ft. | ||
| Pump test data: Well water was 75 ft after 3 hours pumping 60 gpm | ||
| Bore hole diameter: 14 inches to 80 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 8 in. to 30 ft | |
| Casing height above land surface: 24 in
Casing Weight: 3.67 lbs/ft Wall thickness or gauge no.: schd 40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 30 ft to 80 ft | |
| Gravel pack intervals | From: 20 ft to 80 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 20 ft. | clay | |
| From: 20 ft. to 50 ft. | sandstone with clay layers | |
| From: 50 ft. to 63 ft. | clay with cement sand layers | |
| From: 63 ft. to 74 ft. | sandstone | |
| From: 74 ft. to 80 ft. | shale | |