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Specific Water Well Detail |
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| Location Info | |||
| Owner: Stone, Art | Status: Constructed | ||
| Location: T26S, R34W, Sec. 24, SE NW SE | County: Finney | ||
| Directions: 13 S of Garden City, 6 W, .75 S, .25 W | |||
| Latitude: 37.7704012 | Longitude: -100.9853987 | Datum NAD 27 | |
| Latitude: 37.7704249 | Longitude: -100.9858448 | 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: 358 ft. | Elevation: ft. | |
| Static Water Level: 104 ft. | Est. Yield: 1600 gpm. | |
| Comp. Date: 24-Mar-1976 | 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: 320 ft to 340 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 12 ft. | fine sand | |
| From: 12 ft. to 34 ft. | brown sandy clay | |
| From: 34 ft. to 41 ft. | fine to medium sand and gravel (loose) | |
| From: 41 ft. to 82 ft. | medium to coarse gravel | |
| From: 82 ft. to 100 ft. | fine to medium sand and gravel, streaks of clay (10%) | |
| From: 100 ft. to 172 ft. | fine to medium sand and gravel (loose) | |
| From: 172 ft. to 197 ft. | fine to medium sand and gravel, streaks of clay (10%) | |
| From: 197 ft. to 237 ft. | blue and brown clay (tight) | |
| From: 237 ft. to 245 ft. | fine to medium sand and gravel, streaks of clay (10%) | |
| From: 245 ft. to 291 ft. | blue clay and brown sandy clay (tight) | |
| From: 291 ft. to 300 ft. | fine to medium sand and gravel (tight) | |
| From: 300 ft. to 358 ft. | fine to medium sand and gravel (loose) | |
| From: 358 ft. to 373 ft. | fine to medium sand, streaks of clay (25%) tight | |
| From: 373 ft. to 401 ft. | fine sand and clay mixture (50%) no good | |
| From: 401 ft. to 402 ft. | yellow clay | |
| From: 402 ft. to 405 ft. | shale | |