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Specific Water Well Detail |
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| Location Info | |||
| Owner: Smerker, Donald Gene | Status: Constructed | ||
| Location: T25S, R32W, Sec. 29, C SE | County: Finney | ||
| Directions: from Garden City, 7.5 mi S and 1 mi E | |||
| Latitude: 37.8477211 | Longitude: -100.8514111 | Datum NAD 27 | |
| Latitude: 37.8477445 | Longitude: -100.8518512 | 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: 480 ft. | Elevation: ft. | |
| Static Water Level: 127 ft. | Est. Yield: 1760 gpm. | |
| Comp. Date: 31-Mar-1995 | Well Use: Irrigation | |
| DWR Applic. #: 16060 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Henkle Drilling & Supply Co. Inc. | License #: 145 | |
| 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 175 ft after 4 hours pumping 1760 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 480 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: Steel | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 231 ft to 321 ft
From: 385 ft to 395 ft From: 348 ft to 378 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: E | Distance: 100 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | silt fine sand | |
| From: 2 ft. to 5 ft. | fine sand | |
| From: 5 ft. to 32 ft. | clay silt caliche | |
| From: 32 ft. to 122 ft. | fine sand coarse sand gravel | |
| From: 122 ft. to 166 ft. | sand gravel limestone | |
| From: 166 ft. to 204 ft. | sandy clay sand | |
| From: 204 ft. to 228 ft. | sandy clay sand | |
| From: 228 ft. to 262 ft. | fine sand medium sand coarse sand | |
| From: 262 ft. to 270 ft. | sandy clay sand | |
| From: 270 ft. to 285 ft. | fine sand medium sand coarse sand | |
| From: 285 ft. to 291 ft. | sandy clay | |
| From: 291 ft. to 300 ft. | fine sand medium sand coarse sand | |
| From: 300 ft. to 309 ft. | sandy clay sand | |
| From: 309 ft. to 321 ft. | fine sand medium sand coarse sand | |
| From: 321 ft. to 348 ft. | sandy clay sand | |
| From: 348 ft. to 361 ft. | fine sand medium sand coarse sand | |
| From: 361 ft. to 370 ft. | sandy clay | |
| From: 370 ft. to 377 ft. | fine sand medium sand coarse sand | |
| From: 377 ft. to 381 ft. | sandy clay | |
| From: 381 ft. to 385 ft. | clay | |
| From: 385 ft. to 393 ft. | fine sand medium sand coarse sand | |
| From: 393 ft. to 403 ft. | sandy clay sand | |
| From: 403 ft. to 465 ft. | sandy clay sand | |
| From: 465 ft. to 477 ft. | medium sand coarse sand rock | |
| From: 477 ft. to 481 ft. | clay caliche | |
| From: 481 ft. to 491 ft. | shale caliche | |
| From: 491 ft. to 500 ft. | shale | |