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Specific Water Well Detail |
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| Location Info | |||
| Owner: Proehl, Russell | Status: Constructed | ||
| Location: T25S, R31W, Sec. 22, NW | County: Finney | ||
| Directions: from Pierceville: 0.5 mi S, 2 mi W, 0.2 mi S, and 100 feet E | |||
| Latitude: 37.8690102 | Longitude: -100.7145729 | Datum NAD 27 | |
| Latitude: 37.869033 | Longitude: -100.7150075 | 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: 205 ft. | Elevation: ft. | |
| Static Water Level: 42 ft. | Est. Yield: 1700 gpm. | |
| Comp. Date: 22-Oct-1984 | Well Use: Irrigation | |
| DWR Applic. #: 37082 | Other ID: | |
| Links | |
| No Wizard information available. | |
| 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 106 ft after 0 hours pumping 1300 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 205 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: Steel | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 120 ft to 205 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 0 to 10 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 3 ft. | top soil fine sand | |
| From: 3 ft. to 6 ft. | fine to medium sand and gravel (loose) | |
| From: 6 ft. to 21 ft. | medium coarse gravel (loose) | |
| From: 21 ft. to 63 ft. | brown sandy clay | |
| From: 63 ft. to 106 ft. | fine to medium sand and gravel (loose) | |
| From: 106 ft. to 117 ft. | brown sandy clay | |
| From: 117 ft. to 134 ft. | fine to medium sand and gravel (loose) | |
| From: 134 ft. to 151 ft. | brown sandy clay | |
| From: 151 ft. to 187 ft. | fine to medium sand and gravel (loose) | |
| From: 187 ft. to 202 ft. | brown sandy clay, small strips gravel | |
| From: 202 ft. to 232 ft. | brown sandy clay | |
| From: 232 ft. to 245 ft. | yellow and shale | |
| From: 245 ft. to 260 ft. | shale | |