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Specific Water Well Detail |
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| Location Info | |||
| Owner: Brookover Feedlot | Status: Constructed | ||
| Location: T25S, R32W, Sec. 18, NW SE NW | County: Finney | ||
| Directions: from Garden City, 5 mi S and 0.13 mi E | |||
| Latitude: 37.8833408 | Longitude: -100.8774773 | Datum NAD 27 | |
| Latitude: 37.8833643 | Longitude: -100.8779181 | 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: 472 ft. | Elevation: ft. | |
| Static Water Level: 108 ft. | Est. Yield: 1600 gpm. | |
| Comp. Date: 18-Sep-1976 | 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: 420 ft to 450 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 9 ft. | fine sand | |
| From: 9 ft. to 20 ft. | brown clay | |
| From: 20 ft. to 42 ft. | fine sand | |
| From: 42 ft. to 46 ft. | brown clay | |
| From: 46 ft. to 71 ft. | fine to medium sand and gravel | |
| From: 71 ft. to 125 ft. | brown sandy clay | |
| From: 125 ft. to 139 ft. | brown sandy clay streak of fine to medium sand and gravel (20%) | |
| From: 139 ft. to 178 ft. | fine to medium sand and gravel streaks of clay (10%) | |
| From: 178 ft. to 200 ft. | brown sandy clay small streaks of fine to medium sand and gravel (tight) | |
| From: 200 ft. to 217 ft. | brown sandy clay | |
| From: 217 ft. to 238 ft. | brown and white sandy clay traces of white rock | |
| From: 238 ft. to 277 ft. | fine to medium sand and gravel (loose) | |
| From: 277 ft. to 320 ft. | fine to medium sand and gravel streaks of clay (10%) (loose) | |
| From: 320 ft. to 336 ft. | fine to medium sand and gravel (loose) | |
| From: 336 ft. to 365 ft. | fine to medium sand and gravel streaks of clay (10%) | |
| From: 365 ft. to 382 ft. | brown clay and white rock (tight) | |
| From: 382 ft. to 472 ft. | fine to medium sand and gravel (loose) | |
| From: 472 ft. to 485 ft. | yellow clay | |