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Specific Water Well Detail |
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| Location Info | |||
| Owner: Thompson, J. Greer | Status: Constructed | ||
| Location: T27S, R32W, Sec. 17, C SE | County: Haskell | ||
| Directions: from Garden City: 17.75 mi S, 1.75 mi E | |||
| Latitude: 37.6967543 | Longitude: -100.8384935 | Datum NAD 27 | |
| Latitude: 37.6967783 | Longitude: -100.8389341 | 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: 480 ft. | Elevation: ft. | |
| Static Water Level: 126 ft. | Est. Yield: gpm. | |
| Comp. Date: 11-Jun-1976 | 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: 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: 285 ft to 365 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 5 ft. | sand | |
| From: 5 ft. to 25 ft. | brown clay | |
| From: 25 ft. to 47 ft. | brown sandy clay | |
| From: 47 ft. to 165 ft. | sand fine med. coarse, small gravel, few large, and very fine clay st. (loose) | |
| From: 165 ft. to 182 ft. | brown clay, lime rock, ledges, and embedded sts. Of sand and gravel | |
| From: 182 ft. to 210 ft. | sand fine med. coarse, small gravel, loose, used water | |
| From: 210 ft. to 220 ft. | brown clay and sts. of sand | |
| From: 220 ft. to 236 ft. | blue clay | |
| From: 236 ft. to 240 ft. | sand fine to med. | |
| From: 240 ft. to 294 ft. | blue clay and few rock ledges and few sand streaks | |
| From: 294 ft. to 320 ft. | sand fine medium coarse, small gravel (loose) ragged, used water, mud heavy | |
| From: 320 ft. to 369 ft. | sand and gravel fine, med., med. small, small gravel few clay and lime rock sts., used lots of water, mud heavy | |
| From: 369 ft. to 430 ft. | brown clay and lime rock | |
| From: 430 ft. to 440 ft. | brown clay, fine sand and sts. of brown rock, used water | |
| From: 440 ft. to 456 ft. | yellow clay, soapstone and brown sandstone, used little water | |
| From: 456 ft. to 464 ft. | shale and bauxite sts. | |
| From: 464 ft. to 478 ft. | brown sandstone and yellow sandy clay, very hard ledge at 478 feet | |
| From: 478 ft. to 500 ft. | gray and blue shale (firm) | |