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Specific Water Well Detail |
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| Location Info | |||
| Owner: Reeve, M. P. | Status: Constructed | ||
| Location: T25S, R34W, Sec. 30, SE | County: Finney | ||
| Directions: from Garden City, 7 mi S on Hwy 83, 6.75 mi W, and 0.13 mi N | |||
| Latitude: 37.8467485 | Longitude: -101.0896814 | Datum NAD 27 | |
| Latitude: 37.8467706 | Longitude: -101.0901284 | 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: 485 ft. | Elevation: ft. | |
| Static Water Level: 97 ft. | Est. Yield: 1625 gpm. | |
| Comp. Date: 30-Dec-1977 | 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: 375 ft to 395 ft
From: 470 ft to 480 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 21 ft. | fine sand | |
| From: 21 ft. to 43 ft. | brown clay | |
| From: 43 ft. to 92 ft. | medium to coarse gravel | |
| From: 92 ft. to 117 ft. | brown clay | |
| From: 117 ft. to 173 ft. | fine to medium sand and gravel (loose) | |
| From: 173 ft. to 187 ft. | fine to medium sand and gravel, 10% clay (loose) | |
| From: 187 ft. to 215 ft. | fine to medium sand and gravel, 15% clay (loose) | |
| From: 215 ft. to 250 ft. | brown sandy clay, 35% gravel (loose) | |
| From: 250 ft. to 268 ft. | fine to medium sand and gravel (loose) | |
| From: 268 ft. to 275 ft. | brown sandy clay | |
| From: 275 ft. to 317 ft. | fine to medium sand and gravel, 10% clay (loose) | |
| From: 317 ft. to 335 ft. | brown sandy clay | |
| From: 335 ft. to 360 ft. | fine to medium sand and fine gravel, 10% clay (loose) | |
| From: 360 ft. to 395 ft. | brown sandy clay | |
| From: 395 ft. to 422 ft. | fine to medium sand and fine gravel, 10% clay (loose) | |
| From: 422 ft. to 440 ft. | brown sandy clay, 35% fine to medium sand and fine gravel (loose) | |
| From: 440 ft. to 457 ft. | brown sandy clay | |
| From: 457 ft. to 470 ft. | brown and gray clay with brown rock 40% (fairly loose) | |
| From: 470 ft. to 480 ft. | brown rock, 10% clay (loose) | |
| From: 480 ft. to 485 ft. | brown, gray, and yellow clay with brown rock (hard) | |