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Specific Water Well Detail |
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| Location Info | |||
| Owner: Ardery, Rodney | Status: Constructed | ||
| Location: T26S, R31W, Sec. 33, NW | County: Finney | ||
| Directions: from Garden City, 10 mi S and 8 mi E | |||
| Latitude: 37.7474134 | Longitude: -100.7201242 | Datum NAD 27 | |
| Latitude: 37.7474373 | Longitude: -100.7205603 | 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: 370 ft. | Elevation: ft. | |
| Static Water Level: 80 ft. | Est. Yield: 1200 gpm. | |
| Comp. Date: 01-Mar-1975 | 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: Minter-Wilson Drlg. Co., Inc. | 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: 120 ft to 220 ft
From: 335 ft to 370 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 2 ft. | top soil | |
| From: 2 ft. to 32 ft. | brown clay | |
| From: 32 ft. to 78 ft. | medium to coarse gravel (loose) | |
| From: 78 ft. to 145 ft. | fine to medium sand and gravel (loose) | |
| From: 145 ft. to 155 ft. | fine to medium sand and gravel 10% clay (loose) | |
| From: 155 ft. to 195 ft. | fine to medium sand and gravel - streaks of coarse gravel (loose) | |
| From: 195 ft. to 222 ft. | fine to medium sand and gravel - 15% clay (loose) | |
| From: 222 ft. to 245 ft. | brown sandy clay and brown clay (tight) | |
| From: 245 ft. to 292 ft. | brown sandy clay - brown clay - small streaks of white rock | |
| From: 292 ft. to 335 ft. | brown sandy clay and brown clay | |
| From: 335 ft. to 350 ft. | fine to medium sand and gravel 10% clay (loose) | |
| From: 350 ft. to 370 ft. | fine to medium sand and gravel (loose) | |
| From: 370 ft. to 383 ft. | brown sandy clay | |
| From: 383 ft. to 400 ft. | brown and yellow clay with brown rock (tight) | |
| From: 400 ft. to 410 ft. | shale (hard) | |