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Specific Water Well Detail |
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| Location Info | |||
| Owner: Snodgrass c/o Danny Trayer | Status: Constructed | ||
| Location: T26S, R32W, Sec. 31, SE SW SW | County: Finney | ||
| Directions: from Garden City, 15.5 mi S and 0.75 mi E | |||
| Latitude: 37.7375643 | Longitude: -100.8669724 | Datum NAD 27 | |
| Latitude: 37.7375882 | Longitude: -100.8674141 | 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: 495 ft. | Elevation: ft. | |
| Static Water Level: 189 ft. | Est. Yield: 1525 gpm. | |
| Comp. Date: 01-Jun-1995 | Well Use: Irrigation | |
| DWR Applic. #: 1917 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Hydro Res. Mid Continent #145 | 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 285 ft after 4 hours pumping 1525 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 495 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: 281 ft to 341 ft
From: 350 ft to 370 ft From: 380 ft to 400 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: NW | Distance: 250 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | silt | |
| From: 2 ft. to 11 ft. | clay | |
| From: 11 ft. to 20 ft. | sandy clay sand | |
| From: 20 ft. to 67 ft. | sand fine gravel clay | |
| From: 67 ft. to 96 ft. | sand gravel v crs gravel | |
| From: 96 ft. to 111 ft. | sandy clay sand | |
| From: 111 ft. to 155 ft. | sand fine gravel | |
| From: 155 ft. to 160 ft. | sandy clay | |
| From: 160 ft. to 224 ft. | sand sandy clay | |
| From: 224 ft. to 238 ft. | sandy clay sand | |
| From: 238 ft. to 246 ft. | sand fine gravel | |
| From: 246 ft. to 278 ft. | sandy clay sand | |
| From: 278 ft. to 341 ft. | sand sandy clay | |
| From: 341 ft. to 351 ft. | sandy clay | |
| From: 351 ft. to 364 ft. | sand | |
| From: 364 ft. to 382 ft. | sandy clay limestone sand | |
| From: 382 ft. to 396 ft. | sand | |
| From: 396 ft. to 412 ft. | sandy clay sand | |
| From: 412 ft. to 435 ft. | sandy clay clay fine gravel | |
| From: 435 ft. to 441 ft. | sandy clay sand limestone | |
| From: 441 ft. to 450 ft. | sand | |
| From: 450 ft. to 455 ft. | clay sand | |
| From: 455 ft. to 480 ft. | sand and gravel rock clay | |
| From: 480 ft. to 492 ft. | clay sand | |
| From: 492 ft. to 511 ft. | clay shale | |
| From: 511 ft. to 540 ft. | caliche shale | |