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Specific Water Well Detail |
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| Location Info | |||
| Owner: Salina City Landfill | Status: Constructed | ||
| Location: T15S, R4W, Sec. 12, NE SE SE SE | County: Saline | ||
| Directions: North of intersection S Burma Rd and entrance drive to landfill, Salina | |||
| Latitude: 38.7560057 | Longitude: -97.7057722 | Datum NAD 27 | |
| Latitude: 38.756012 | Longitude: -97.706089 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.756012 | GPS Longitude: -97.706089 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 22 ft. | Elevation: 1333 ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 16-Jun-2020 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: GP 11 | |
| Driller Info | ||
| Driller: GSI Engineering, LLC | License #: 531 | |
| 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 | ||
| Dry Hole | ||
| Bore hole diameter: 8.25 inches to 22 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 7 ft | |
| Casing height above land surface: 36 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 7 ft to 22 ft | |
| Gravel pack intervals | From: 4 ft to 22 ft | |
| Grout Info | ||
| Grout used: | From: 1 to 4 ft | |
| Source of Possible Contamination | ||
| Source: Landfill | ||
| Direction from well: West | Distance: 700 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 7 ft. | top soil, dark brown to medium brown | |
| From: 7 ft. to 22 ft. | clay, red brown, some sand | |