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Specific Water Well Detail |
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| Location Info | |||
| Owner: Becker, Norman | Status: Constructed | ||
| Location: T23S, R32W, Sec. 18, SW | County: Finney | ||
| Directions: from Garden City, 5 mi N on Hwy 83 | |||
| Latitude: 38.0511637 | Longitude: -100.8786061 | Datum NAD 27 | |
| Latitude: 38.0511866 | Longitude: -100.8790445 | 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: 318 ft. | Elevation: ft. | |
| Static Water Level: ft. | Est. Yield: 1200 gpm. | |
| Comp. Date: 22-Jan-1979 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Minter-Wilson Drilling Co. | 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: 260 ft to 300 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 6 ft. | top soil | |
| From: 6 ft. to 18 ft. | brown clay | |
| From: 18 ft. to 44 ft. | fine to medium sand and gravel (loose) | |
| From: 44 ft. to 60 ft. | blue clay | |
| From: 60 ft. to 116 ft. | brown clay | |
| From: 116 ft. to 125 ft. | brown clay, 10% gravel | |
| From: 125 ft. to 136 ft. | fine to medium sand and gravel | |
| From: 136 ft. to 143 ft. | brown clay | |
| From: 143 ft. to 175 ft. | brown sandy clay, 10% gravel | |
| From: 175 ft. to 187 ft. | fine to medium sand and gravel | |
| From: 187 ft. to 220 ft. | brown sandy clay, small gravel streak | |
| From: 220 ft. to 227 ft. | fine to medium sand, 15% clay | |
| From: 227 ft. to 246 ft. | brown sandy clay | |
| From: 246 ft. to 260 ft. | fine to medium sand and gravel | |
| From: 260 ft. to 278 ft. | medium sand to medium coarse gravel mixed with yellow rock (loose) | |
| From: 278 ft. to 290 ft. | medium coarse gravel mixed with yellow rock (loose) | |
| From: 290 ft. to 296 ft. | fine to medium sand and gravel (loose) | |
| From: 296 ft. to 305 ft. | fine to medium sand and gravel mixed with 20% yellow rock (loose) | |
| From: 305 ft. to 312 ft. | 40% yellow brown rock, yellow clay mixed (tight) | |
| From: 312 ft. to 318 ft. | yellow clay | |
| From: 318 ft. to 320 ft. | shale | |