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Specific Water Well Detail |
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| Location Info | |||
| Owner: Joyce, Milo, Jr. | Status: Constructed | ||
| Location: T21S, R31W, Sec. 26, S2 SE SE | County: Finney | ||
| Directions: from Garden City, 14 mi N and 10 mi E | |||
| Latitude: 38.1926686 | Longitude: -100.684722 | Datum NAD 27 | |
| Latitude: 38.1926891 | Longitude: -100.685151 | 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: 100 ft. | Elevation: ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 25-Aug-1976 | 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: 80 ft to 100 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. | silt | |
| From: 5 ft. to 38 ft. | brown clay and caliche | |
| From: 38 ft. to 43 ft. | soapstone | |
| From: 43 ft. to 52 ft. | lime rock | |
| From: 52 ft. to 55 ft. | soapstone | |
| From: 55 ft. to 58 ft. | sand fine med. coarse and med. small gravel | |
| From: 58 ft. to 65 ft. | brown clay, caliche and cemented sand | |
| From: 65 ft. to 98 ft. | fine medium coarse sand, small coarse, and medium small gravel and little clay mixed, drilled firm and used lots of water | |
| From: 98 ft. to 105 ft. | brown clay and soapstone | |
| From: 105 ft. to 138 ft. | yellow clay and soapstone | |
| From: 138 ft. to 140 ft. | Carlile shale | |