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Specific Water Well Detail |
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| Location Info | |||
| Owner: Norton, Fred | Status: Constructed | ||
| Location: T25S, R31W, Sec. 13, SE SW SW | County: Finney | ||
| Directions: in Pierceville: corner of Elm St and Ave B, N side | |||
| Latitude: 37.8732912 | Longitude: -100.6793555 | Datum NAD 27 | |
| Latitude: 37.8733136 | Longitude: -100.6797889 | 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: 190 ft. | Elevation: ft. | |
| Static Water Level: 23 ft. | Est. Yield: gpm. | |
| Comp. Date: 20-Apr-1990 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Jonagan Drilling Co. | License #: 172 | |
| Scanned Form | View scan |
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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. | top soil | |
| From: 5 ft. to 8 ft. | fine sand | |
| From: 8 ft. to 11 ft. | brown clay | |
| From: 11 ft. to 52 ft. | rock and coarse gravel | |
| From: 52 ft. to 59 ft. | brown sandy clay | |
| From: 59 ft. to 70 ft. | fine to medium sand and gravel | |
| From: 70 ft. to 125 ft. | brown sandy clay | |
| From: 125 ft. to 140 ft. | fine to medium sand and gravel | |
| From: 140 ft. to 146 ft. | brown sandy clay | |
| From: 146 ft. to 153 ft. | fine to medium sand | |
| From: 153 ft. to 183 ft. | brown clay | |
| From: 183 ft. to 190 ft. | fine to medium sand and gravel | |
