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Specific Water Well Detail |
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| Location Info | |||
| Owner: Kuhlman, Russell | Status: Constructed | ||
| Location: T18S, R28W, Sec. 19, NW SE NE NW | County: Lane | ||
| Directions: 230 N Eagle Rd., Dighton | |||
| Latitude: 38.4799809 | Longitude: -100.4595793 | Datum NAD 27 | |
| Latitude: 38.48 | Longitude: -100.46 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.48 | GPS Longitude: -100.46 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 85 ft. | Elevation: 2767 ft. | |
| Static Water Level: 64 ft. | Est. Yield: 37 gpm. | |
| Comp. Date: 20-Aug-2012 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Woofter Pump & Well, Inc. | License #: 554 | |
| 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: 64 ft. | ||
| Bore hole diameter: 8 inches to 85 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 4.5 in. to 45 ft | |
| Casing height above land surface: 18 in
Casing Weight: 2.38 lbs/ft Wall thickness or gauge no.: .248 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 45 ft to 85 ft | |
| Gravel pack intervals | From: 20 ft to 85 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 2 ft. | surface | |
| From: 2 ft. to 23 ft. | loess | |
| From: 23 ft. to 41 ft. | caliche and clay with sandy clay lenses | |
| From: 41 ft. to 62 ft. | caliche and clay with sand lenses | |
| From: 62 ft. to 77 ft. | fine sand with clay and caliche streaks | |
| From: 77 ft. to 85 ft. | yellow ochre and black shale | |