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Specific Water Well Detail |
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| Location Info | |||
| Owner: Kearny County Feeders | Status: Constructed | ||
| Location: T26S, R34W, Sec. 28, NW | County: Finney | ||
| Directions: from Garden City: 12 mi S, 10 mi W, 0.75 mi S, and 0.25 mi W | |||
| Latitude: 37.7622317 | Longitude: -101.0485266 | Datum NAD 27 | |
| Latitude: 37.7622544 | Longitude: -101.0489739 | 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: 440 ft. | Elevation: ft. | |
| Static Water Level: 152 ft. | Est. Yield: 1250 gpm. | |
| Comp. Date: 31-May-1986 | Well Use: Irrigation | |
| DWR Applic. #: 36369 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: MW Drilling | License #: 208 | |
| 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 170 ft after 0 hours pumping 1000 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 240 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: Mill slot | |
| Screen-perforated intervals | From: 240 ft to 440 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 0 to 10 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 2 ft. | fine sand | |
| From: 2 ft. to 22 ft. | sandy clay | |
| From: 22 ft. to 31 ft. | fine sand | |
| From: 31 ft. to 55 ft. | sandy clay | |
| From: 55 ft. to 65 ft. | fine to medium sand - clay streak | |
| From: 65 ft. to 75 ft. | fine to medium sand - gravel - loose | |
| From: 75 ft. to 110 ft. | fine to medium sand and gravel - clay streak | |
| From: 110 ft. to 122 ft. | fine medium clay, sand and gravel | |
| From: 122 ft. to 125 ft. | clay | |
| From: 125 ft. to 140 ft. | fine medium coarse sand and gravel | |
| From: 140 ft. to 165 ft. | fine medium coarse sand and gravel - small clay streaks | |
| From: 165 ft. to 180 ft. | sandy clay - gravel streak | |
| From: 180 ft. to 215 ft. | fine medium sand and gravel - loose - 5% clay | |
| From: 215 ft. to 225 ft. | sandy clay | |
| From: 225 ft. to 245 ft. | fine medium coarse sand and gravel - brown rock | |
| From: 245 ft. to 274 ft. | fine medium coarse sand and gravel - loose 5% clay | |
| From: 274 ft. to 286 ft. | brown sandy clay | |
| From: 286 ft. to 290 ft. | fine medium clay sand - loose | |
| From: 290 ft. to 307 ft. | fine medium sand and gravel - 10% clay loose | |
| From: 307 ft. to 350 ft. | brown sandy clay - small gray streak | |
| From: 350 ft. to 365 ft. | brown sandy clay - gravel streak | |
| From: 365 ft. to 435 ft. | white gray and blue clay - tight | |
| From: 435 ft. to 438 ft. | yellow gray shale | |