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Specific Water Well Detail |
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| Location Info | |||
| Owner: Sporer Land Development | Status: Constructed | ||
| Location: T27S, R11W, Sec. 32, SW SE SW SW | County: Pratt | ||
| Directions: from the corner of Main Street, Cairo, and US Hwy 400, 1 city block N on Main St | |||
| Latitude: 37.646304 | Longitude: -98.5538927 | Datum NAD 27 | |
| Latitude: 37.646323 | Longitude: -98.554256 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.646323 | GPS Longitude: -98.554256 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 97 ft. | Elevation: 1741 ft. | |
| Static Water Level: 18 ft. | Est. Yield: 200 gpm. | |
| Comp. Date: 13-Sep-2013 | Well Use: Industrial | |
| DWR Applic. #: State Hwy Project | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Pratt Well Service | License #: 665 | |
| 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?: Yes | ||
| Ground water encountered: 18 ft. | ||
| Bore hole diameter: 12 inches to 100 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 8 in. to 77 ft | |
| Casing height above land surface: 24 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: 77 ft to 97 ft | |
| Gravel pack intervals | From: 20 ft to 97 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 38 ft. | Sand | |
| From: 38 ft. to 43 ft. | Gray Clay | |
| From: 43 ft. to 80 ft. | Sand | |
| From: 80 ft. to 100 ft. | Gravel | |