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Specific Water Well Detail |
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| Location Info | |||
| Owner: Kelman, John | Status: Constructed | ||
| Location: T29S, R32W, Sec. 17, SW SW SW | County: Haskell | ||
| Directions: from Sublette: 2.25 mi NW | |||
| Latitude: 37.5194608 | Longitude: -100.8513816 | Datum NAD 27 | |
| Latitude: 37.5194854 | Longitude: -100.8518224 | 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: 477 ft. | Elevation: ft. | |
| Static Water Level: 270 ft. | Est. Yield: 35 gpm. | |
| Comp. Date: 15-Nov-1978 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Henkle Drilling & Supply Co. Inc. | License #: 145 | |
| Scanned Form | |
| View scan of this form in PDF format. | |
You will need the Acrobat PDF Reader, available free from Adobe, to read this file. | |
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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: 327 ft to 477 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 68 ft. | brown clay and caliche | |
| From: 68 ft. to 75 ft. | sand and gravel | |
| From: 75 ft. to 100 ft. | brown clay, caliche and sand | |
| From: 100 ft. to 180 ft. | sand fine to med coarse and small gravel. Drilled rough and ragged | |
| From: 180 ft. to 270 ft. | sand fine to med coarse, small to med gravel. Very-very few small clay sts. Drilled firm to loose | |
| From: 270 ft. to 285 ft. | sand fine to med coarse, small gravel with brown sandy clay. Drilled real loose | |
| From: 285 ft. to 315 ft. | sand med coarse and small gravel. Cemented sand, some clay and limerock | |
| From: 315 ft. to 340 ft. | sand fine to med coarse, a few small gravel with a little clay and hard ledges | |
| From: 340 ft. to 384 ft. | sand fine to med coarse, small gravel. Drilled firm to loose - used a lot of water | |
| From: 384 ft. to 410 ft. | brown clay, limerock, cemented sand and gravel | |
| From: 410 ft. to 420 ft. | brown clay and limerock. Drilled hard | |
| From: 420 ft. to 460 ft. | brown clay, limerock and fine sand | |
| From: 460 ft. to 475 ft. | sand fine to med coarse, some small gravel with a few tiny white rock and clay sts. Fairly loose - used water | |
| From: 475 ft. to 490 ft. | brown clay, limerock and small sand streaks | |
| From: 490 ft. to 538 ft. | brown clay - sticky | |
| From: 538 ft. to 547 ft. | blue clay - sticky | |
| From: 547 ft. to 560 ft. | blue shale - drilled firm | |