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Specific Water Well Detail |
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| Location Info | |||
| Owner: Strackeljohn, Phyllis J. | Status: Constructed | ||
| Location: T26S, R32W, Sec. 5, NW | County: Finney | ||
| Directions: from Plymell, 1 mi N and 1.25 mi E | |||
| Latitude: 37.8245457 | Longitude: -100.8477498 | Datum NAD 27 | |
| Latitude: 37.8245693 | Longitude: -100.8481899 | 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: 543 ft. | Elevation: ft. | |
| Static Water Level: 132 ft. | Est. Yield: gpm. | |
| Comp. Date: 29-Oct-1993 | Well Use: Irrigation | |
| DWR Applic. #: 1395-A | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Hydro Resources Mid Continent, 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 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 543 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: 248 ft to 308 ft
From: 355 ft to 415 ft From: 323 ft to 343 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: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 16 ft. | sandy clay fine sand | |
| From: 16 ft. to 30 ft. | fine sand medium sand clay | |
| From: 30 ft. to 141 ft. | fine sand coarse sand med gravel | |
| From: 141 ft. to 157 ft. | clay | |
| From: 157 ft. to 177 ft. | fine sand coarse sand med gravel | |
| From: 177 ft. to 195 ft. | clay fine sand | |
| From: 195 ft. to 207 ft. | fine sand coarse sand med gravel | |
| From: 207 ft. to 224 ft. | clay fine sand | |
| From: 224 ft. to 229 ft. | fine sand medium sand | |
| From: 229 ft. to 245 ft. | clay fine sand | |
| From: 245 ft. to 268 ft. | fine sand coarse sand med gravel | |
| From: 268 ft. to 281 ft. | clay sandstone | |
| From: 281 ft. to 288 ft. | fine sand coarse sand med gravel | |
| From: 288 ft. to 299 ft. | sandy clay fine sand | |
| From: 299 ft. to 308 ft. | fine sand medium sand coarse sand | |
| From: 308 ft. to 321 ft. | clay | |
| From: 321 ft. to 345 ft. | fine sand coarse sand fine gravel | |
| From: 345 ft. to 352 ft. | clay limestone | |
| From: 352 ft. to 359 ft. | fine sand coarse sand clay | |
| From: 359 ft. to 365 ft. | clay | |
| From: 365 ft. to 418 ft. | fine sand coarse sand med gravel | |
| From: 418 ft. to 445 ft. | clay fine sand | |
| From: 445 ft. to 455 ft. | fine sand medium sand | |
| From: 455 ft. to 470 ft. | clay | |
| From: 470 ft. to 485 ft. | fine sand coarse sand fine gravel | |
| From: 485 ft. to 487 ft. | clay | |
| From: 487 ft. to 511 ft. | fine sand coarse sand med gravel | |
| From: 511 ft. to 525 ft. | sandstone caliche | |
| From: 525 ft. to 540 ft. | sandstone shale | |
| From: 540 ft. to 555 ft. | shale | |