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Specific Water Well Detail |
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| Location Info | |||
| Owner: Reeve, M. P. | Status: Constructed | ||
| Location: T26S, R34W, Sec. 6, NW SE SW | County: Finney | ||
| Directions: from Garden City: 9 mi S, 12 mi W to Kearny Co. line, 0.75 mi S, and 0.25 mi E | |||
| Latitude: 37.8129144 | Longitude: -101.0837611 | Datum NAD 27 | |
| Latitude: 37.8129366 | Longitude: -101.0842083 | 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: 344 ft. | Elevation: ft. | |
| Static Water Level: 121 ft. | Est. Yield: 1500 gpm. | |
| Comp. Date: 05-Oct-1979 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Links | |
| View info from Wizard Water Level Data base... | |
| 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 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: 240 ft to 280 ft
From: 0 ft to 0 ft From: 0 ft to 0 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 42 ft. | top soil fine sand | |
| From: 42 ft. to 54 ft. | brown sandy clay | |
| From: 54 ft. to 68 ft. | fine to medium sand and gravel (loose) | |
| From: 68 ft. to 80 ft. | fine to medium sand and gravel streak of coarse gravel (loose) | |
| From: 80 ft. to 155 ft. | medium coarse gravel (loose) | |
| From: 155 ft. to 202 ft. | coarse gravel (loose) | |
| From: 202 ft. to 212 ft. | brown sandy clay | |
| From: 212 ft. to 265 ft. | fine to medium sand and gravel (loose) | |
| From: 265 ft. to 280 ft. | fine to medium sand and gravel 10% clay | |
| From: 280 ft. to 297 ft. | brown sandy clay | |
| From: 297 ft. to 306 ft. | fine to medium sand and gravel | |
| From: 306 ft. to 338 ft. | brown sandy clay white rock hard no good | |
| From: 338 ft. to 344 ft. | fine to medium sand and gravel (loose) | |
| From: 344 ft. to 407 ft. | brown sandy clay white hard no good | |
| From: 407 ft. to 417 ft. | brown yellow clay brown rock hard | |
| From: 417 ft. to 420 ft. | shale | |