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Specific Water Well Detail |
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| Location Info | |||
| Owner: Hutton, Merle | Status: Constructed | ||
| Location: T26S, R31W, Sec. 12, NW SE NW | County: Finney | ||
| Directions: S of Pierceville to first curve, .5 E, .25 S, .25 W | |||
| Latitude: 37.8050706 | Longitude: -100.6637617 | Datum NAD 27 | |
| Latitude: 37.8050936 | Longitude: -100.6641953 | 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: 226 ft. | Elevation: ft. | |
| Static Water Level: 66 ft. | Est. Yield: 1525 gpm. | |
| Comp. Date: 13-May-1976 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Minter-Wilson Drlg. Co., Inc. | License #: 208 | |
| Scanned Form | ||
| View form(s) on screen | Download scan(s) | |
| The download files contain one or more TIFF images compressed into a ZIP archive. Your browser may be already set up to decompress these files. The TIFFs are 300 dpi archival-quality scans of the WWC5 forms and can be viewed by software like Adobe PhotoShop. | ||
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Chemical Sample Submitted?: No
Water Well disinfected?: | ||
| Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: 0 in. to 0 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 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: 180 ft to 200 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: 0 to 0 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 36 ft. | soil, clay | |
| From: 36 ft. to 74 ft. | sand, fine to medium gravel | |
| From: 74 ft. to 76 ft. | clay | |
| From: 76 ft. to 151 ft. | fine to medium sand and gravel (coarse) | |
| From: 151 ft. to 166 ft. | fine to medium sand and gravel (coarse) | |
| From: 166 ft. to 181 ft. | fine to medium sand and gravel (10%) clay | |
| From: 181 ft. to 204 ft. | fine to medium sand and gravel | |
| From: 204 ft. to 211 ft. | clay | |
| From: 211 ft. to 226 ft. | fine to medium sand and gravel | |
| From: 226 ft. to 237 ft. | clay | |
| From: 237 ft. to 242 ft. | fine to medium sand | |
| From: 242 ft. to 268 ft. | clay | |
| From: 268 ft. to 275 ft. | fine to medium sand 25% clay (no good) | |
| From: 275 ft. to 300 ft. | clay, yellow and blue shale | |