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Specific Water Well Detail |
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| Location Info | |||
| Owner: Boyd, Junior | Status: Constructed | ||
| Location: T23S, R32W, Sec. 26, NE SW NE | County: Finney | ||
| Directions: from Garden City, 3 mi E on Hwy 156 and 1 mi N | |||
| Latitude: 38.0282036 | Longitude: -100.7977686 | Datum NAD 27 | |
| Latitude: 38.0282256 | Longitude: -100.7982044 | 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: 238 ft. | Elevation: ft. | |
| Static Water Level: 127 ft. | Est. Yield: 1200 gpm. | |
| Comp. Date: 01-Mar-1975 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Links | |
| View info from Wizard Water Level Data base... | |
| View info from WIMAS Water Right Data base... | |
| 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?: No | ||
| Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 152 ft after 2 hours pumping 760 gpm Well water was 174 ft after 4 hours pumping 1263 gpm | ||
| Bore hole diameter: 26 inches to 238 ft | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: Welded |
Diam: 16 in. to 239 ft
Diam: 0 in. to 0 ft | |
| Casing height above land surface: 12 in
Casing Weight: 36.82 lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: Galvanized Steel | Screen Openings: | |
| Screen-perforated intervals | From: 150 ft to 213 ft
From: 213 ft to 233 ft From: 233 ft to 238 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Neat cement | From: 0 to 10 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: N/A | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 36 ft. | brown clay | |
| From: 36 ft. to 80 ft. | brown clay (mixed) white rock | |
| From: 80 ft. to 111 ft. | fine to medium sand and gravel (loose) | |
| From: 111 ft. to 113 ft. | brown clay | |
| From: 113 ft. to 126 ft. | fine to medium sand (loose) | |
| From: 126 ft. to 146 ft. | brown sandy clay | |
| From: 146 ft. to 155 ft. | brown sandy clay, streak of sand | |
| From: 155 ft. to 162 ft. | fine to medium sand and gravel (mixed) white rock | |
| From: 162 ft. to 179 ft. | brown clay | |
| From: 179 ft. to 186 ft. | fine to medium sand and gravel (loose) | |
| From: 186 ft. to 193 ft. | brown clay | |
| From: 193 ft. to 215 ft. | fine to medium sand and gravel (loose) | |
| From: 215 ft. to 236 ft. | medium sand and gravel and coarse white rock (loose) | |
| From: 236 ft. to 238 ft. | yellow clay | |
| From: 238 ft. to 245 ft. | shale | |