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Specific Water Well Detail |
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| Location Info | |||
| Owner: Shipley, Gary | Status: Constructed | ||
| Location: T2S, R11W, Sec. 14, NE SE NE | County: Smith | ||
| Directions: from Hwy 281 and 90 Rd, 0.75 mi E on south side of Rd 90 in pasture | |||
| Latitude: 39.8824857 | Longitude: -98.5251026 | Datum NAD 27 | |
| Latitude: 39.8825 | Longitude: -98.525444 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.8825 | GPS Longitude: -98.525444 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 55 ft. | Elevation: 1856 ft. | |
| Static Water Level: 35 ft. | Est. Yield: 2 gpm. | |
| Comp. Date: 05-Oct-2023 | Well Use: Domestic, Livestock | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Watson Well Drlg | License #: 741 | |
| 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 25 ft | |
| Casing height above land surface: 144 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .265 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 25 ft to 55 ft | |
| Gravel pack intervals | From: 25 ft to 55 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 25 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 18 ft. | clay, tan, hard | |
| From: 18 ft. to 20 ft. | limestone, broken, hard | |
| From: 20 ft. to 40 ft. | clay, tan, hard | |
| From: 40 ft. to 51 ft. | clay, blue, soft, with broken limestone | |
| From: 51 ft. to 55 ft. | shale, hard | |