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Specific Water Well Detail |
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| Location Info | |||
| Owner: Lightner, Frank | Status: Constructed | ||
| Location: T26S, R32W, Sec. 2, SW SW NW | County: Finney | ||
| Directions: from Pierceville, 6.5 mi SW | |||
| Latitude: 37.8207124 | Longitude: -100.7964079 | Datum NAD 27 | |
| Latitude: 37.8207358 | Longitude: -100.7968461 | 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: 422 ft. | Elevation: ft. | |
| Static Water Level: 77 ft. | Est. Yield: 1450 gpm. | |
| Comp. Date: 25-Jan-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: 280 ft to 300 ft
From: 305 ft to 325 ft From: 360 ft to 420 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 19 ft. | brown clay | |
| From: 19 ft. to 80 ft. | sand fine to med coarse, small to large gravel | |
| From: 80 ft. to 91 ft. | sand fine to med coarse. Loose. Very few clay sts. | |
| From: 91 ft. to 108 ft. | brown clay | |
| From: 108 ft. to 160 ft. | sand fine to med coarse with a few small gravel. Loose - used water | |
| From: 160 ft. to 180 ft. | brown clay with a few limerock sts. Had a few sand sts | |
| From: 180 ft. to 200 ft. | brown clay - sticky | |
| From: 200 ft. to 265 ft. | brown clay with a few limerock sts | |
| From: 265 ft. to 272 ft. | sand fine to med coarse. Small gravel. Loose - used water | |
| From: 272 ft. to 283 ft. | brown clay | |
| From: 283 ft. to 298 ft. | sand fine to med coarse, loose - used water | |
| From: 298 ft. to 305 ft. | brown clay | |
| From: 305 ft. to 320 ft. | sand fine to med coarse with a few small gravel. Loose - used water | |
| From: 320 ft. to 331 ft. | sand fine to med coarse, small gravel. Loose - used water | |
| From: 331 ft. to 332 ft. | brown clay | |
| From: 332 ft. to 339 ft. | sand fine to med coarse with a few small gravel. Loose - used water | |
| From: 339 ft. to 360 ft. | brown clay | |
| From: 360 ft. to 371 ft. | sand fine to med. Some clay sts. Loose - used some water | |
| From: 371 ft. to 410 ft. | sand fine to med coarse, a few small gravel. Loose, used water | |
| From: 410 ft. to 420 ft. | sand fine to med. Loose - used some water. Had a few clay sts. | |
| From: 420 ft. to 460 ft. | brown sandy clay with a few fine sand streaks | |
| From: 460 ft. to 480 ft. | brown clay with limerock ledges - drilled hard | |
| From: 480 ft. to 500 ft. | yellow clay and soapstone. Very few brown rock ledges | |