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Specific Water Well Detail |
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| Location Info | |||
| Owner: Lear, Don | Status: Constructed | ||
| Location: T26S, R32W, Sec. 35, N2 SE SW | County: Finney | ||
| Directions: from Plymell, 4.75 mi SE | |||
| Latitude: 37.7393622 | Longitude: -100.7907396 | Datum NAD 27 | |
| Latitude: 37.7393862 | Longitude: -100.7911783 | 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: 470 ft. | Elevation: ft. | |
| Static Water Level: 118 ft. | Est. Yield: 1450 gpm. | |
| Comp. Date: 15-Mar-1979 | Well Use: Irrigation | |
| DWR Applic. #: | 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:
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: 300 ft to 310 ft
From: 332 ft to 352 ft From: 361 ft to 381 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 3 ft. | surface | |
| From: 3 ft. to 40 ft. | brown sandy clay | |
| From: 40 ft. to 80 ft. | sand and gravel | |
| From: 80 ft. to 100 ft. | brown clay and caliche | |
| From: 100 ft. to 109 ft. | fine to medium coarse sand with some small gravel | |
| From: 109 ft. to 119 ft. | brown sandy clay, sand with cemented sand streaks | |
| From: 119 ft. to 165 ft. | fine to medium coarse sand and small gravel | |
| From: 165 ft. to 180 ft. | brown clay and sand streaks, some small ledges | |
| From: 180 ft. to 225 ft. | blue clay, soft and murky | |
| From: 225 ft. to 246 ft. | blue clay, fine sand with cemented sand streaks | |
| From: 246 ft. to 256 ft. | fine to medium coarse sand, small gravel, blue in color | |
| From: 256 ft. to 286 ft. | fine to medium coarse sand, small gravel, very small clay, and caliche streaks | |
| From: 286 ft. to 302 ft. | brown clay, fine sand, and some caliche | |
| From: 302 ft. to 310 ft. | fine to medium coarse sand and small gravel, loose | |
| From: 310 ft. to 320 ft. | brown clay and caliche | |
| From: 320 ft. to 332 ft. | brown clay and fine sand | |
| From: 332 ft. to 346 ft. | fine to medium coarse sand, small gravel, and very small clay streaks, loose\ | |
| From: 346 ft. to 360 ft. | brown clay and caliche | |
| From: 360 ft. to 371 ft. | fine to medium coarse sand and small gravel | |
| From: 371 ft. to 385 ft. | fine to medium coarse sand, brown sandy clay, and lime rock | |
| From: 385 ft. to 400 ft. | brown clay and very small sand streaks | |
| From: 400 ft. to 418 ft. | brown clay, sticky | |
| From: 418 ft. to 434 ft. | fine to medium coarse sand and small gravel, loose | |
| From: 434 ft. to 440 ft. | brown clay, some brown sandstone, and some brown rock | |
| From: 440 ft. to 453 ft. | brown clay and lime rock | |
| From: 453 ft. to 465 ft. | brown clay with some brown sandstone streaks | |
| From: 465 ft. to 475 ft. | brown clay and lime rock | |
| From: 475 ft. to 500 ft. | blue shale, firm | |