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Specific Water Well Detail |
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| Location Info | |||
| Owner: Heiman, Eugene | Status: Constructed | ||
| Location: T26S, R32W, Sec. 4, NW SW NW | County: Finney | ||
| Directions: 2 mi E, .75 mi N of Plymell | |||
| Latitude: 37.8232335 | Longitude: -100.8328617 | Datum NAD 27 | |
| Latitude: 37.823257 | Longitude: -100.8333013 | 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: 485 ft. | Elevation: ft. | |
| Static Water Level: 123 ft. | Est. Yield: 2000 gpm. | |
| Comp. Date: 04-Mar-1994 | Well Use: Irrigation | |
| DWR Applic. #: 2134 | 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 194 ft after 4 hours pumping 1628 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 485 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: 238 ft to 258 ft
From: 362 ft to 382 ft From: 274 ft to 334 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 1 ft. | silt | |
| From: 1 ft. to 10 ft. | sandy clay fine sand | |
| From: 10 ft. to 27 ft. | sandy clay | |
| From: 27 ft. to 43 ft. | medium sand coarse sand gravel | |
| From: 43 ft. to 84 ft. | clay gyp rock | |
| From: 84 ft. to 94 ft. | medium sand coarse sand | |
| From: 94 ft. to 117 ft. | clay sand | |
| From: 117 ft. to 122 ft. | medium sand coarse sand | |
| From: 122 ft. to 164 ft. | clay gyp rock | |
| From: 164 ft. to 184 ft. | fine sand coarse sand fine gravel | |
| From: 184 ft. to 237 ft. | clay | |
| From: 237 ft. to 243 ft. | medium sand coarse sand clay | |
| From: 243 ft. to 253 ft. | clay limestone | |
| From: 253 ft. to 258 ft. | coarse sand gravel | |
| From: 258 ft. to 275 ft. | clay | |
| From: 275 ft. to 324 ft. | medium sand coarse sand gravel | |
| From: 324 ft. to 332 ft. | coarse sand gravel | |
| From: 332 ft. to 350 ft. | clay | |
| From: 350 ft. to 360 ft. | clay sand | |
| From: 360 ft. to 364 ft. | medium sand coarse sand gravel | |
| From: 364 ft. to 366 ft. | sand | |
| From: 366 ft. to 367 ft. | clay | |
| From: 367 ft. to 384 ft. | medium sand coarse sand gravel | |
| From: 384 ft. to 391 ft. | clay | |
| From: 391 ft. to 397 ft. | fine sand silt | |
| From: 397 ft. to 433 ft. | clay | |
| From: 433 ft. to 442 ft. | fine sand coarse sand fine gravel | |
| From: 442 ft. to 445 ft. | clay | |
| From: 445 ft. to 466 ft. | clay sand | |
| From: 466 ft. to 482 ft. | coarse sand gravel | |
| From: 482 ft. to 505 ft. | caliche limestone | |
| From: 505 ft. to 506 ft. | shale | |