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Specific Water Well Detail |
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| Location Info | |||
| Owner: Batchelder, Fern | Status: Constructed | ||
| Location: T26S, R33W, Sec. 30, SW | County: Finney | ||
| Directions: from TV 11 S of Garden City: 6 mi W, 1.75 mi S, 0.25 mi E, and 25 feet NW of pivot | |||
| Latitude: 37.7550476 | Longitude: -100.9752218 | Datum NAD 27 | |
| Latitude: 37.7550714 | Longitude: -100.9756675 | 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: 378 ft. | Elevation: ft. | |
| Static Water Level: 136 ft. | Est. Yield: 1500 gpm. | |
| Comp. Date: 28-Feb-1979 | 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?: | ||
| 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: 307 ft to 327 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 1 ft. | top soil | |
| From: 1 ft. to 16 ft. | fine sand | |
| From: 16 ft. to 26 ft. | brown sandy clay | |
| From: 26 ft. to 41 ft. | fine sand | |
| From: 41 ft. to 49 ft. | brown sandy clay | |
| From: 49 ft. to 142 ft. | fine to medium sand and gravel loose | |
| From: 142 ft. to 152 ft. | brown sandy clay | |
| From: 152 ft. to 161 ft. | fine to medium sand and gravel | |
| From: 161 ft. to 173 ft. | brown sandy clay coarse gravel streak | |
| From: 173 ft. to 180 ft. | fine to medium sand and gravel | |
| From: 180 ft. to 203 ft. | medium sand to medium coarse gravel 10% clay loose | |
| From: 203 ft. to 218 ft. | medium sand to medium-coarse gravel with 15% clay | |
| From: 218 ft. to 230 ft. | fine to medium sand and gravel 10% clay loose | |
| From: 230 ft. to 238 ft. | fine to medium sand tight | |
| From: 238 ft. to 253 ft. | brown sandy clay | |
| From: 253 ft. to 257 ft. | fine to medium sand and gravel | |
| From: 257 ft. to 269 ft. | brown sandy clay | |
| From: 269 ft. to 299 ft. | fine to medium sand and gravel loose | |
| From: 299 ft. to 307 ft. | brown sandy clay | |
| From: 307 ft. to 327 ft. | fine to medium sand and gravel | |
| From: 327 ft. to 335 ft. | fine to medium sand gravel tight | |
| From: 335 ft. to 351 ft. | fine to medium sand and gravel 25% clay tight | |
| From: 351 ft. to 371 ft. | brown sandy clay | |
| From: 371 ft. to 378 ft. | fine medium sand mixed small white rock | |
| From: 378 ft. to 427 ft. | brown sandy clay | |
| From: 427 ft. to 436 ft. | fine sand loose | |
| From: 436 ft. to 440 ft. | yellow clay and shale traces | |