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Specific Water Well Detail |
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| Location Info | |||
| Owner: Brookover | Status: Constructed | ||
| Location: T25S, R31W, Sec. 12, NE SE NW | County: Finney | ||
| Directions: from Pierceville, 1.5 mi W on Hwy 50, 1 mi E on gravel road | |||
| Latitude: 37.8967224 | Longitude: -100.6747552 | Datum NAD 27 | |
| Latitude: 37.8967446 | Longitude: -100.6751881 | 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: 243 ft. | Elevation: ft. | |
| Static Water Level: 55 ft. | Est. Yield: 2100 gpm. | |
| Comp. Date: 26-Apr-1977 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| 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: 190 ft to 210 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 4 ft. | top soil | |
| From: 4 ft. to 6 ft. | brown clay | |
| From: 6 ft. to 45 ft. | medium sand to med. coarse gravel loose | |
| From: 45 ft. to 67 ft. | fine to medium sand and gravel loose | |
| From: 67 ft. to 74 ft. | medium sand to med. coarse gravel 10% clay loose | |
| From: 74 ft. to 85 ft. | brown sandy clay | |
| From: 85 ft. to 98 ft. | fine to medium sand tight | |
| From: 98 ft. to 107 ft. | fine to medium sand 10% clay tight | |
| From: 107 ft. to 126 ft. | fine to medium sand and gravel loose | |
| From: 126 ft. to 155 ft. | fine to medium sand | |
| From: 155 ft. to 160 ft. | brownish yellow clay | |
| From: 160 ft. to 190 ft. | fine to medium sand and gravel loose | |
| From: 190 ft. to 215 ft. | fine to medium sand and gravel | |
| From: 215 ft. to 220 ft. | fine sand (no good) | |
| From: 220 ft. to 243 ft. | fine to medium sand and gravel | |
| From: 243 ft. to 248 ft. | yellow clay and rock hard pull down | |
| From: 248 ft. to 265 ft. | shale hard pull down | |