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Specific Water Well Detail |
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| Location Info | |||
| Owner: Brookover | Status: Constructed | ||
| Location: T25S, R31W, Sec. 12, SW NE NE | County: Finney | ||
| Directions: 1.5 W of Pierceville on Hwy 50, 1.5 E on gravel road | |||
| Latitude: 37.8985025 | Longitude: -100.6678415 | Datum NAD 27 | |
| Latitude: 37.8985247 | Longitude: -100.6682742 | 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: 268 ft. | Elevation: ft. | |
| Static Water Level: 57 ft. | Est. Yield: 2200 gpm. | |
| Comp. Date: 26-Apr-1977 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: MW Drilling | 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: 210 ft to 230 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 8 ft. | fine sand | |
| From: 8 ft. to 37 ft. | coarse gravel - loose | |
| From: 37 ft. to 46 ft. | brown sandy clay | |
| From: 46 ft. to 52 ft. | fine to medium sand and gravel | |
| From: 52 ft. to 92 ft. | brown sandy clay | |
| From: 92 ft. to 146 ft. | fine to medium sand and gravel - loose | |
| From: 146 ft. to 159 ft. | fine to medium sand and gravel - 10% clay | |
| From: 159 ft. to 177 ft. | brown and yellow clay | |
| From: 177 ft. to 229 ft. | fine to medium sand and gravel - loose | |
| From: 229 ft. to 268 ft. | fine to medium sand and gravel - small clay streaks loose | |
| From: 268 ft. to 276 ft. | yellow clay and shale - hard pull down | |