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Specific Water Well Detail |
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| Location Info | |||
| Owner: Hibbert, Bonnie | Status: Constructed | ||
| Location: T14S, R42W, Sec. 31, SW SE NW | County: Wallace | ||
| Directions: From Weskan, 3 miles West, 5 miles South, 3210 feet North, and 3855 feet West | |||
| Latitude: 38.7927753 | Longitude: -102.0325908 | Datum NAD 27 | |
| Latitude: 38.7927844 | Longitude: -102.033047 | 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: 350 ft. | Elevation: ft. | |
| Static Water Level: 184 ft. | Est. Yield: gpm. | |
| Comp. Date: 19-Jan-1989 | Well Use: Irrigation | |
| DWR Applic. #: 12550 | 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 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: Steel
Casing Joints: |
Diam: 16 in. to 210 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: 210 ft to 350 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: Abandoned water well | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 6 ft. | Top soil | |
| From: 6 ft. to 20 ft. | Sandy clay | |
| From: 20 ft. to 50 ft. | Fine sand and brown sandy clay | |
| From: 50 ft. to 95 ft. | Tan clay and fine sand and hard streaks | |
| From: 95 ft. to 110 ft. | Fine, medium, coarse sand | |
| From: 110 ft. to 170 ft. | Fine, medium, coarse sand, small gravel, small hard and small clay 5% | |
| From: 170 ft. to 178 ft. | Fine, medium, coarse sand, small gravel, loose | |
| From: 178 ft. to 182 ft. | Fine, medium sand, tight | |
| From: 182 ft. to 220 ft. | Fine, medium, coarse sand, and fine gravel, loose | |
| From: 220 ft. to 225 ft. | Brown sandy clay | |
| From: 225 ft. to 230 ft. | Fine, medium, coarse sand, fine gravel, loose | |
| From: 230 ft. to 255 ft. | Brown sandy clay | |
| From: 255 ft. to 270 ft. | Fine, medium, coarse sand, fine gravel, loose | |
| From: 270 ft. to 275 ft. | Clay and white and brown rock, very hard | |
| From: 275 ft. to 290 ft. | Fine, medium, coarse sand, fine gravel, loose | |
| From: 290 ft. to 292 ft. | Sandy clay, loose | |
| From: 292 ft. to 297 ft. | Fine, medium, coarse sand, fine gravel, loose | |
| From: 297 ft. to 305 ft. | Brown sandy clay, hard | |
| From: 305 ft. to 327 ft. | Fine, medium, coarse sand, fine gravel, loose | |
| From: 327 ft. to 335 ft. | Sandy clay, tight spots | |
| From: 335 ft. to 345 ft. | Fine medium sand, loose | |
| From: 345 ft. to 352 ft. | Yellow clay, tight | |
| From: 352 ft. to 360 ft. | Shale, hard and tight | |