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Specific Water Well Detail |
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| Location Info | |||
| Owner: Trober, Ed | Status: Constructed | ||
| Location: T31S, R26W, Sec. 21, SW SE SW | County: Meade | ||
| Directions: from Fowler: 3 mi S, 2.5 mi E | |||
| Latitude: 37.3296456 | Longitude: -100.1581596 | Datum NAD 27 | |
| Latitude: 37.3296698 | Longitude: -100.1585776 | 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: 212 ft. | Elevation: ft. | |
| Static Water Level: 131 ft. | Est. Yield: 25 gpm. | |
| Comp. Date: 17-Aug-2011 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Southwest Windmill and Water Well Service, Inc. | License #: 805 | |
| 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 4 ft. | topsoil | |
| From: 4 ft. to 75 ft. | tan clay | |
| From: 75 ft. to 83 ft. | red clay | |
| From: 83 ft. to 99 ft. | clay with sand rock | |
| From: 99 ft. to 110 ft. | sandy clay | |
| From: 110 ft. to 125 ft. | sand and gravel | |
| From: 125 ft. to 135 ft. | sandy clay | |
| From: 135 ft. to 145 ft. | sand | |
| From: 145 ft. to 181 ft. | clay with sand streaks | |
| From: 181 ft. to 212 ft. | sand and gravel | |
| From: 212 ft. to ft. | blue clay | |