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Specific Water Well Detail |
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| Location Info | |||
| Owner: Lovell, Junior | Status: Constructed | ||
| Location: T1S, R14W, Sec. 8, NE NW NE | County: Smith | ||
| Directions: from Hwy 8 and 20 Rd, 0.63 mi E on the south side | |||
| Latitude: 39.9877627 | Longitude: -98.9235293 | Datum NAD 27 | |
| Latitude: 39.987778 | Longitude: -98.923889 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.987778 | GPS Longitude: -98.923889 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 80 ft. | Elevation: 2070 ft. | |
| Static Water Level: 55 ft. | Est. Yield: gpm. | |
| Comp. Date: 20-Sep-2025 | Well Use: Domestic, Livestock | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Charles Sargent Irrig. - #1048 | License #: 1048 | |
| 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 60 ft | |
| Casing height above land surface: 144 in
Casing Weight: 200 lbs/ft Wall thickness or gauge no.: .30 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 60 ft to 80 ft | |
| Gravel pack intervals | From: 20 ft to 34 ft
From: 40 ft to 80 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft
From: 34 to 40 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | fine to coarse top soil, dark brown, firm | |
| From: 2 ft. to 14 ft. | fine to coarse sandy clay, dark brown, firm | |
| From: 14 ft. to 80 ft. | sandstone, brown, hard | |
| From: 80 ft. to 97 ft. | limestone, unweathered, gray, hard | |
| From: 97 ft. to 100 ft. | shale, unweathered, black, hard | |