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Specific Water Well Detail |
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| Location Info | |||
| Owner: Schweer, Arnold | Status: Constructed | ||
| Location: T23S, R33W, Sec. 23, SW NW NW | County: Finney | ||
| Directions: from Garden City, 2 mi W on Hwy 50 and 3.75 mi N | |||
| Latitude: 38.0449192 | Longitude: -100.9187881 | Datum NAD 27 | |
| Latitude: 38.0449425 | Longitude: -100.9192282 | 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: 322 ft. | Elevation: ft. | |
| Static Water Level: 33 ft. | Est. Yield: 1100 gpm. | |
| Comp. Date: 30-Nov-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: 260 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 2 ft. | top soil | |
| From: 2 ft. to 29 ft. | brown sandy clay | |
| From: 29 ft. to 40 ft. | fine to medium sand and gravel | |
| From: 40 ft. to 116 ft. | brown sandy clay | |
| From: 116 ft. to 125 ft. | fine to medium sand and gravel, streaks of clay (15%) | |
| From: 125 ft. to 163 ft. | brown sandy clay | |
| From: 163 ft. to 200 ft. | fine to medium sand and gravel (loose) | |
| From: 200 ft. to 213 ft. | fine to medium sand (tight) | |
| From: 213 ft. to 284 ft. | fine to medium sand and gravel (loose) | |
| From: 284 ft. to 306 ft. | brown sandy clay and fine sand mixture | |
| From: 306 ft. to 322 ft. | fine to medium sand and gravel, small streaks of white rock and clay (10%) | |
| From: 322 ft. to 330 ft. | brown and yellow clay | |
| From: 330 ft. to 335 ft. | shale | |