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Specific Water Well Detail |
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| Location Info | |||
| Owner: Ruder, Justin | Status: Constructed | ||
| Location: T10S, R24W, Sec. 14, NE NW NW | County: Graham | ||
| Directions: E Rd and 200th Ave | |||
| Latitude: 39.1894224 | Longitude: -99.9734027 | Datum NAD 27 | |
| Latitude: 39.18943 | Longitude: -99.97381 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.18943 | GPS Longitude: -99.97381 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 80 ft. | Elevation: 2437 ft. | |
| Static Water Level: 35 ft. | Est. Yield: 25 gpm. | |
| Comp. Date: 15-Feb-2024 | Well Use: Domestic, Livestock | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Woofter Pump & Well #881 | License #: 881 | |
| 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 40 ft | |
| Casing height above land surface: 216 in
Casing Weight: 2.765 lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 40 ft to 80 ft | |
| Gravel pack intervals | From: 25 ft to 80 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 25 ft | |
| Source of Possible Contamination | ||
| Source: Other (please specify) | ||
| Direction from well: NE | Distance: 50 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 8 ft. | fine to coarse loess | |
| From: 8 ft. to 18 ft. | clay and caliche with trace sand | |
| From: 18 ft. to 43 ft. | caliche with sand lenses | |
| From: 43 ft. to 57 ft. | fine to some medium sand with caliche streaks and clay lenses | |
| From: 57 ft. to 75 ft. | caliche and yellow ochre with sand streaks | |
| From: 75 ft. to 80 ft. | black shale | |