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Specific Water Well Detail |
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| Location Info | |||
| Owner: Rosebrook, Dan | Status: Constructed | ||
| Location: T11S, R6W, Sec. 7, NE NE SE | County: Lincoln | ||
| Directions: fron 250th Rd and E Quartz Dr, 0.5 mi E and 1 mi N | |||
| Latitude: 39.1099059 | Longitude: -98.0232617 | Datum NAD 27 | |
| Latitude: 39.109911 | Longitude: -98.02359 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.109911 | GPS Longitude: -98.02359 | Datum WGS84 | |
| View well on interactive map This link will create a new window and display an interactive map of this well and its neighbors. | |||
| General Info | ||
| Well Depth: 169 ft. | Elevation: 1562 ft. | |
| Static Water Level: 126 ft. | Est. Yield: 15 gpm. | |
| Comp. Date: 06-Mar-2024 | Well Use: Domestic, Livestock | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Associated Drilling, Inc. #990 | License #: 990 | |
| 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: 6 in. to 137 ft
Diam: 6 in. to 169 ft | |
| Casing height above land surface: 288 in
Casing Weight: lbs/ft Wall thickness or gauge no.: sdr26 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 137 ft to 157 ft | |
| Gravel pack intervals | From: 23 ft to 169 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 23 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 4 ft. | clay | |
| From: 4 ft. to 31 ft. | limestone, unweathered | |
| From: 31 ft. to 112 ft. | shale, unweathered, gray | |
| From: 112 ft. to 155 ft. | sandstone, unweathered, gray | |
| From: 155 ft. to 169 ft. | shale, unweathered, gray | |