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Specific Water Well Detail |
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| Location Info | |||
| Owner: Larson, A.E. | Status: Constructed | ||
| Location: T23S, R33W, Sec. 31, NW SW NE | County: Finney | ||
| Directions: from Garden City, 5.5 mi W, 1.25 mi N | |||
| Latitude: 38.0135528 | Longitude: -100.9827546 | Datum NAD 27 | |
| Latitude: 38.0135769 | Longitude: -100.9831981 | 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: 304 ft. | Elevation: ft. | |
| Static Water Level: 177 ft. | Est. Yield: gpm. | |
| Comp. Date: 17-Jul-1981 | Well Use: Irrigation | |
| DWR Applic. #: 202 | 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:
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: 221 ft to 301 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 26 ft. | brown and brown sandy clay | |
| From: 26 ft. to 32 ft. | sand, fine to med. coarse, small to medium gravel | |
| From: 32 ft. to 43 ft. | sandy clay | |
| From: 43 ft. to 96 ft. | sand, fine to med. coarse, sandy clay streaks. | |
| From: 96 ft. to 164 ft. | brown and brown sandy clay, limerock | |
| From: 164 ft. to 175 ft. | sand, very fine to med. few coarse | |
| From: 175 ft. to 192 ft. | sandy clay, sand fine to med. and limerock | |
| From: 192 ft. to 206 ft. | sand, fine to med. coarse, few small clay streaks, uses water | |
| From: 206 ft. to 212 ft. | brown and brown sandy clay, cemented sand streaks | |
| From: 212 ft. to 250 ft. | sand, fine to med. coarse, few small gravel | |
| From: 250 ft. to 257 ft. | brown clay and very fine sand streaks | |
| From: 257 ft. to 266 ft. | sand, fine to med. coarse, few white rock | |
| From: 266 ft. to 271 ft. | brown clay, limerock ledges | |
| From: 271 ft. to 277 ft. | sand, very fine and small few clay streaks | |
| From: 277 ft. to 280 ft. | clay and sand streaks | |
| From: 280 ft. to 295 ft. | sand, fine to med. cemented in placed, few white rock | |
| From: 295 ft. to 301 ft. | limerock and cemented sand hard | |
| From: 301 ft. to 308 ft. | soapstone, few limestone ledges | |
| From: 308 ft. to 320 ft. | shale | |