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Specific Water Well Detail |
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| Location Info | |||
| Owner: Lightner, Dale | Status: Constructed | ||
| Location: T26S, R32W, Sec. 3, N2 NE SW | County: Finney | ||
| Directions: from Pierceville, 7.5 mi SW | |||
| Latitude: 37.8182525 | Longitude: -100.8089243 | Datum NAD 27 | |
| Latitude: 37.8182761 | Longitude: -100.809363 | 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: 443 ft. | Elevation: ft. | |
| Static Water Level: 107 ft. | Est. Yield: 1800 gpm. | |
| Comp. Date: 12-Sep-1978 | 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: 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: 290 ft to 380 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 20 ft. | brown clay | |
| From: 20 ft. to 36 ft. | sand fine to med coarse with small gravel | |
| From: 36 ft. to 40 ft. | brown clay | |
| From: 40 ft. to 43 ft. | sand fine to med coarse | |
| From: 43 ft. to 60 ft. | brown clay with a few limerock sts | |
| From: 60 ft. to 84 ft. | sand fine to med coarse with small to med gravel | |
| From: 84 ft. to 100 ft. | brown and blue clay - sticky | |
| From: 100 ft. to 120 ft. | blue clay | |
| From: 120 ft. to 235 ft. | blue clay and blue sand sts | |
| From: 235 ft. to 247 ft. | blue sand fine to med | |
| From: 247 ft. to 252 ft. | blue clay | |
| From: 252 ft. to 265 ft. | sand fine to med coarse with small gravel. Loose - used water | |
| From: 265 ft. to 278 ft. | brown clay with a few limerock ledges | |
| From: 278 ft. to 292 ft. | sand fine to med coarse. Loose - used water | |
| From: 292 ft. to 301 ft. | brown clay | |
| From: 301 ft. to 318 ft. | sand fine to med coarse. Loose - used water | |
| From: 318 ft. to 323 ft. | brown clay | |
| From: 323 ft. to 334 ft. | sand fine to med coarse with a few small gravel. Loose - used water | |
| From: 334 ft. to 344 ft. | brown clay with a few limerock sts | |
| From: 344 ft. to 360 ft. | sand fine to med with a few coarse. Loose - used water | |
| From: 360 ft. to 398 ft. | sand fine to med coarse with a few small gravel. Loose - used water. Had a few cemented sts | |
| From: 398 ft. to 425 ft. | brown clay | |
| From: 425 ft. to 440 ft. | sand fine to med with a few coarse. Loose - used some water | |
| From: 440 ft. to 460 ft. | brown clay with a few limerock sts | |
| From: 460 ft. to 495 ft. | yellow clay, soapstone and very few brown rock ledges. Drilled hard | |
| From: 495 ft. to 500 ft. | weather shale | |