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Specific Water Well Detail |
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| Location Info | |||
| Owner: Stofer, Norman | Status: Constructed | ||
| Location: T17S, R6W, Sec. 2, NE NE NE NW | County: Ellsworth | ||
| Directions: from Langley, 3.5 mi N | |||
| Latitude: 38.6092573 | Longitude: -97.9526114 | Datum NAD 27 | |
| Latitude: 38.609267 | Longitude: -97.95294 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.609267 | GPS Longitude: -97.95294 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 41 ft. | Elevation: 1426 ft. | |
| Static Water Level: 25.5 ft. | Est. Yield: 6 gpm. | |
| Comp. Date: 19-Mar-2014 | Well Use: Public Water Supply | |
| DWR Applic. #: 39498 | Other ID: | |
| Driller Info | ||
| Driller: Peterson Irrigation, Inc. | License #: 138 | |
| 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: 25.5 ft. | ||
| Bore hole diameter: 12 inches to 41 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 21 ft | |
| Casing height above land surface: 12 in
Casing Weight: 2.37 lbs/ft Wall thickness or gauge no.: .214 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 21 ft to 41 ft | |
| Gravel pack intervals | From: 20 ft to 41 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 3 ft. | top soil | |
| From: 3 ft. to 21 ft. | clay with fine sand layers | |
| From: 21 ft. to 26 ft. | fine sand with clay layers | |
| From: 26 ft. to 32 ft. | medium sand | |
| From: 32 ft. to 41 ft. | shale, gray and red | |