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Specific Water Well Detail |
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| Location Info | |||
| Owner: Lightner, Dale | Status: Constructed | ||
| Location: T26S, R31W, Sec. 32, NE NE NW | County: Finney | ||
| Directions: from Pierceville, 10 mi SW | |||
| Latitude: 37.7501768 | Longitude: -100.7348979 | Datum NAD 27 | |
| Latitude: 37.7502007 | Longitude: -100.7353344 | 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: 359 ft. | Elevation: ft. | |
| Static Water Level: 95 ft. | Est. Yield: 35 gpm. | |
| Comp. Date: 02-Jun-1978 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| 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: 199 ft to 219 ft
From: 239 ft to 249 ft From: 329 ft to 359 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 3 ft. | top soil | |
| From: 3 ft. to 38 ft. | brown clay | |
| From: 38 ft. to 100 ft. | sand fine to med coarse with small to large gravel | |
| From: 100 ft. to 119 ft. | sand fine to med coarse with a few small gravel. Loose - used water | |
| From: 119 ft. to 125 ft. | brown clay | |
| From: 125 ft. to 140 ft. | sand fine to med coarse. Loose - used water | |
| From: 140 ft. to 143 ft. | limerock - hard | |
| From: 143 ft. to 160 ft. | sand fine to med coarse with a few small gravel. Loose - used water | |
| From: 160 ft. to 164 ft. | brown clay and limerock - hard | |
| From: 164 ft. to 175 ft. | sand fine to med coarse with small to med gravel. Loose - used water | |
| From: 175 ft. to 181 ft. | cemented sand - very hard | |
| From: 181 ft. to 193 ft. | sand fine to med coarse with small to med with a few large gravel. Loose - used water | |
| From: 193 ft. to 200 ft. | brown clay | |
| From: 200 ft. to 218 ft. | sand fine to med coarse with a few small gravel | |
| From: 218 ft. to 240 ft. | brown clay | |
| From: 240 ft. to 248 ft. | sand fine to med coarse with a few small gravel. Loose - used water | |
| From: 248 ft. to 290 ft. | brown clay with a few limerock sts. | |
| From: 290 ft. to 325 ft. | brown clay - sticky | |
| From: 325 ft. to 340 ft. | sand fine to med coarse with a few small brown gravel. Loose - used water. Had a few broken rock sts also | |
| From: 340 ft. to 357 ft. | sand fine to med coarse with small to med brown gravel. Loose - used water | |
| From: 357 ft. to 365 ft. | brown clay with a few limerock sts | |
| From: 365 ft. to 376 ft. | brown clay with a few brown rock sts and a few sandstone sts. Drilled hard - used very little water | |
| From: 376 ft. to 380 ft. | weather shale | |