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Specific Water Well Detail |
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| Location Info | |||
| Owner: Miller, Lawrence | Status: Constructed | ||
| Location: T24S, R33W, Sec. 4, NW NW NW | County: Finney | ||
| Directions: from Holcomb, 1 mi N and 2 mi E | |||
| Latitude: 38.0026488 | Longitude: -100.955569 | Datum NAD 27 | |
| Latitude: 38.0026726 | Longitude: -100.9560117 | 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: 332 ft. | Elevation: ft. | |
| Static Water Level: 90 ft. | Est. Yield: 1750 gpm. | |
| Comp. Date: 03-Apr-1989 | Well Use: Irrigation | |
| DWR Applic. #: FI 119 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Hydro Resources Mid Continent, Inc. | License #: 145 | |
| 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: Steel
Casing Joints: |
Diam: 16 in. to 332 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: Continuous slot | |
| Screen-perforated intervals | From: 201 ft to 241 ft
From: 262 ft to 282 ft From: 292 ft to 332 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 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 2 ft. | top soil | |
| From: 2 ft. to 14 ft. | brown sandy clay and fine sand | |
| From: 14 ft. to 33 ft. | sand fine to medium coarse. small to large gravel | |
| From: 33 ft. to 69 ft. | brown sandy clay and few fine sand streaks | |
| From: 69 ft. to 90 ft. | sand fine to medium coarse. small to large gravel | |
| From: 90 ft. to 100 ft. | brown clay | |
| From: 100 ft. to 119 ft. | sand fine to medium coarse. small gravel with some clay streaks | |
| From: 119 ft. to 136 ft. | brown sandy clay and some small sand streaks | |
| From: 136 ft. to 156 ft. | brown and gray sandy clay and streaks of limerock | |
| From: 156 ft. to 241 ft. | sand fine to medium coarse. small to medium gravel with some clay streaks at 218 feet. | |
| From: 241 ft. to 263 ft. | brown sandy clay and limerock | |
| From: 263 ft. to 280 ft. | sand fine to medium coarse with lots small clay streaks and limerock ledge. | |
| From: 280 ft. to 294 ft. | brown sandy clay and limerock | |
| From: 294 ft. to 317 ft. | sand fine to medium coarse with small to some medium white rock | |
| From: 317 ft. to 320 ft. | brown sandy clay | |
| From: 320 ft. to 330 ft. | sand fine to medium coarse with white and tan rock | |
| From: 330 ft. to 340 ft. | shale | |