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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, SE | County: Finney | ||
| Directions: from Garden City: 12 mi S, 10 mi W, 1.25 mi S, and 1.25 mi E | |||
| Latitude: 37.7549621 | Longitude: -101.0210851 | Datum NAD 27 | |
| Latitude: 37.7549853 | Longitude: -101.0215321 | 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: 477 ft. | Elevation: ft. | |
| Static Water Level: 172 ft. | Est. Yield: 1050 gpm. | |
| Comp. Date: 31-May-1986 | Well Use: Irrigation | |
| DWR Applic. #: 36324 | 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 201 ft after 0 hours pumping 950 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 222 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: 222 ft to 382 ft
From: 437 ft to 477 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 20 ft. | overburden sand | |
| From: 20 ft. to 40 ft. | medium sand loose | |
| From: 40 ft. to 60 ft. | medium sand loose | |
| From: 60 ft. to 80 ft. | coarse sand and gravel loose | |
| From: 80 ft. to 100 ft. | coarse sand and gravel loose | |
| From: 100 ft. to 120 ft. | coarse sand and gravel loose | |
| From: 120 ft. to 140 ft. | coarse sand and gravel loose | |
| From: 140 ft. to 160 ft. | coarse sand and clay loose | |
| From: 160 ft. to 180 ft. | medium sand and clay loose stks | |
| From: 180 ft. to 200 ft. | medium sand and clay loose | |
| From: 200 ft. to 220 ft. | medium sand and clay loose | |
| From: 220 ft. to 240 ft. | medium sand and clay loose | |
| From: 240 ft. to 260 ft. | medium sand and clay tight | |
| From: 260 ft. to 280 ft. | medium sand and clay loose | |
| From: 280 ft. to 300 ft. | medium to coarse sand and clay streaks. Loose | |
| From: 300 ft. to 320 ft. | coarse sand loose | |
| From: 320 ft. to 340 ft. | coarse sand and clay tight | |
| From: 340 ft. to 360 ft. | medium sand and clay tight | |
| From: 360 ft. to 380 ft. | fine to medium sand and clay tight | |
| From: 380 ft. to 400 ft. | fine to medium sand and clay tight | |
| From: 400 ft. to 420 ft. | fine sand and clay tight | |
| From: 420 ft. to 440 ft. | fine sand and clay tight | |
| From: 440 ft. to 460 ft. | fine to medium sand and clay tight | |
| From: 460 ft. to 480 ft. | medium sand and rock tight | |
| From: 480 ft. to 500 ft. | medium sand and clay tight | |