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Specific Water Well Detail |
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| Location Info | |||
| Owner: Brookover | Status: Constructed | ||
| Location: T25S, R32W, Sec. 12, NE SE NW | County: Finney | ||
| Directions: from Garden City, 3 mi S on Hwy 83, 4 mi E, and 0.25 S | |||
| Latitude: 37.8975475 | Longitude: -100.7839522 | Datum NAD 27 | |
| Latitude: 37.8975704 | Longitude: -100.7843891 | 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: 269 ft. | Elevation: ft. | |
| Static Water Level: 56 ft. | Est. Yield: 2150 gpm. | |
| Comp. Date: 26-Apr-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: 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: 220 ft to 240 ft
From: 250 ft to 260 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 18 ft. | top soil - fine sand | |
| From: 18 ft. to 40 ft. | coarse gravel | |
| From: 40 ft. to 64 ft. | brown sandy clay | |
| From: 64 ft. to 100 ft. | medium sand to med coarse gravel hard | |
| From: 100 ft. to 109 ft. | fine to medium sand and gravel tight | |
| From: 109 ft. to 134 ft. | brown sandy clay | |
| From: 134 ft. to 140 ft. | fine to medium sand | |
| From: 140 ft. to 156 ft. | fine to medium sand and gravel | |
| From: 156 ft. to 165 ft. | fine to medium sand and gravel - loose | |
| From: 165 ft. to 172 ft. | brown sandy clay - hard | |
| From: 172 ft. to 185 ft. | brown sandy clay small loose sand streak | |
| From: 185 ft. to 189 ft. | fine sand - loose (good) | |
| From: 189 ft. to 197 ft. | fine to medium sand - tight | |
| From: 197 ft. to 200 ft. | fine to medium sand - loose | |
| From: 200 ft. to 214 ft. | fine to medium sand | |
| From: 214 ft. to 237 ft. | fine to medium sand and gravel - loose | |
| From: 237 ft. to 243 ft. | fine to medium sand and gravel - tight | |
| From: 243 ft. to 269 ft. | fine to medium sand and gravel, loose | |
| From: 269 ft. to 285 ft. | yellow clay - rock hard pull down | |
| From: 285 ft. to 290 ft. | shale - hard pull down | |