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Specific Water Well Detail |
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| Location Info | |||
| Owner: KDHE | Status: Constructed | ||
| Location: T34S, R33W, Sec. 31, SE SE SW | County: Seward | ||
| Directions: from General Welch and 2nd St: 100' E | |||
| Latitude: 37.0406055 | Longitude: -100.9500537 | Datum NAD 27 | |
| Latitude: 37.0406312 | Longitude: -100.9504982 | Datum NAD 83 | |
| Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
| View well on interactive map | |||
| General Info | ||
| Well Depth: 230 ft. | Elevation: ft. | |
| Static Water Level: 155.71 ft. | Est. Yield: gpm. | |
| Comp. Date: 22-Feb-2008 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 1 | |
| Driller Info | ||
| Driller: Pratt Well Service, Inc. | 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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: in. to ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: | Screen Openings: | |
| Screen-perforated intervals | From: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: to ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to .5 ft. | asphalt | |
| From: .5 ft. to 100 ft. | clay: light brown, sandy | |
| From: 100 ft. to 145 ft. | sand: light brown, fine to coarse grain, with some caliche | |
| From: 145 ft. to 190 ft. | clay: light brown, sandy, with some caliche | |
| From: 190 ft. to 230 ft. | sand: light brown, fine to coarse grain, trace fine gravel, with some caliche | |