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Specific Water Well Detail |
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| Location Info | |||
| Owner: Sterling, Steve | Status: Constructed | ||
| Location: T21S, R32W, Sec. 21, SE SE SW | County: Finney | ||
| Directions: from Garden City, 15 mi N on Hwy 83, 2.5 mi E, 300 feet N, and 300 feet W | |||
| Latitude: 38.2077712 | Longitude: -100.8391261 | Datum NAD 27 | |
| Latitude: 38.2077929 | Longitude: -100.8395598 | 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: 150 ft. | Elevation: ft. | |
| Static Water Level: 98 ft. | Est. Yield: gpm. | |
| Comp. Date: 08-Apr-1989 | Well Use: Irrigation | |
| DWR Applic. #: 4832 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Minter-Wilson Drlg. Co., Inc. | License #: 208 | |
| 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: Steel
Casing Joints: |
Diam: 16 in. to 100 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: Steel | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 100 ft to 150 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 0 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| 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 sandy clay | |
| From: 20 ft. to 35 ft. | brown sandy clay - tight spots | |
| From: 35 ft. to 70 ft. | brown sandy clay and white rock and fine sand - tight spots | |
| From: 70 ft. to 100 ft. | fine medium sand - little clay and white rock | |
| From: 100 ft. to 105 ft. | brown sandy clay - hard and tight | |
| From: 105 ft. to 112 ft. | fine medium coarse sand - loose | |
| From: 112 ft. to 124 ft. | brown sandy clay and rock and sand streak - hard spot | |
| From: 124 ft. to 130 ft. | fine medium sand - white rock | |
| From: 130 ft. to 140 ft. | fine medium coarse sand - white rock | |
| From: 140 ft. to 155 ft. | yellow clay and shale - tight | |