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Specific Water Well Detail |
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| Location Info | |||
| Owner: Brown Welding Supply, LLC | Status: Constructed | ||
| Location: T14S, R3W, Sec. 12, NW NE SW SW | County: Saline | ||
| Directions: SW corner of Santa Fe and Elm St, Salina | |||
| Latitude: 38.845 | Longitude: -97.609 | Datum NAD 27 | |
| Latitude: 38.8450011 | Longitude: -97.609309 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.845 | GPS Longitude: -97.609 | Datum NAD27 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 40 ft. | Elevation: 1222 ft. | |
| Static Water Level: 29.5 ft. | Est. Yield: gpm. | |
| Comp. Date: 09-Jul-2019 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: BWS 6 | |
| Driller Info | ||
| Driller: Plains Environmental Services | License #: 709 | |
| 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?: No | ||
| Ground water encountered: 30 ft. | ||
| Bore hole diameter: 4 inches to 23 ft and 3.25 inches to 40 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 1 in. to 40 ft | |
| Casing height above land surface: 0 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 80 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 30 ft to 40 ft | |
| Gravel pack intervals | From: 28 ft to 40 ft | |
| Grout Info | ||
| Grout used: | From: 1 to 28 ft | |
| Source of Possible Contamination | ||
| Source: monitoring well for Brown Welding Supply Site | ||
| Direction from well: NW | Distance: 200 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 4 ft. | silty clay | |
| From: 4 ft. to 5.5 ft. | sand | |
| From: 5.5 ft. to 18.5 ft. | clay | |
| From: 18.5 ft. to 40 ft. | sand and gravel | |