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Specific Water Well Detail |
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| Location Info | |||
| Owner: Kearny County Feeders | Status: Constructed | ||
| Location: T26S, R34W, Sec. 27, SW | County: Finney | ||
| Directions: from Garden City: 12 mi S, 10 mi W, 1.25 mi S, and 0.75 mi E | |||
| Latitude: 37.7549602 | Longitude: -101.0302957 | Datum NAD 27 | |
| Latitude: 37.7549832 | Longitude: -101.0307429 | 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: 415 ft. | Elevation: ft. | |
| Static Water Level: 157 ft. | Est. Yield: 1250 gpm. | |
| Comp. Date: 31-May-1986 | Well Use: Irrigation | |
| DWR Applic. #: 36370 | 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 176 ft after 0 hours pumping 1100 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 415 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 25 ft. | fine sand | |
| From: 25 ft. to 60 ft. | brown sandy clay | |
| From: 60 ft. to 80 ft. | fine medium sand and gravel - clay streak | |
| From: 80 ft. to 190 ft. | fine medium sand and gravel - loose | |
| From: 190 ft. to 196 ft. | sandy clay | |
| From: 196 ft. to 211 ft. | fine medium coarse sand and gravel - loose | |
| From: 211 ft. to 247 ft. | brown sandy clay - gravel streak | |
| From: 247 ft. to 268 ft. | sandy clay with gravel streak and white rock | |
| From: 268 ft. to 297 ft. | fine medium coarse sand and gravel - loose | |
| From: 297 ft. to 305 ft. | fine medium sand and gravel - hard streak at 297-299 | |
| From: 305 ft. to 312 ft. | tight sandy clay | |
| From: 312 ft. to 320 ft. | fine medium coarse sand and gravel - loose sand hard streak | |
| From: 320 ft. to 355 ft. | fine medium coarse sand and gravel - loose 10% clay | |
| From: 355 ft. to 368 ft. | sandy clay and gravel streak | |
| From: 368 ft. to 395 ft. | fine medium coarse sand and gravel - loose 10% clay | |
| From: 395 ft. to 402 ft. | sandy clay - sand and gravel streak | |
| From: 402 ft. to 410 ft. | fine medium sand - loose | |
| From: 410 ft. to 450 ft. | sandy clay - hard sand streak | |
| From: 450 ft. to 455 ft. | red clay - yellow clay - hard and tight | |