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Specific Water Well Detail |
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| Location Info | |||
| Owner: Bird, Mike | Status: Constructed | ||
| Location: T23S, R34W, Sec. 6, SE NE NE | County: Finney | ||
| Directions: from Deerfield, 2.5 mi E and 7.5 mi N | |||
| Latitude: 38.0876623 | Longitude: -101.0851403 | Datum NAD 27 | |
| Latitude: 38.087685 | Longitude: -101.0855832 | 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: 320 ft. | Elevation: ft. | |
| Static Water Level: 204 ft. | Est. Yield: 900 gpm. | |
| Comp. Date: 28-Jun-1994 | Well Use: Irrigation | |
| DWR Applic. #: 382 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| 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 274 ft after 4 hours pumping 919 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 320 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: Continuous slot | |
| Screen-perforated intervals | From: 240 ft to 320 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Neat cement | 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 8 ft. | clay | |
| From: 8 ft. to 20 ft. | fine sand coarse sand | |
| From: 20 ft. to 35 ft. | sand sandy clay | |
| From: 35 ft. to 50 ft. | sandy clay caliche | |
| From: 50 ft. to 77 ft. | clay | |
| From: 77 ft. to 81 ft. | fine sand medium sand | |
| From: 81 ft. to 110 ft. | sandy clay | |
| From: 110 ft. to 118 ft. | clay | |
| From: 118 ft. to 165 ft. | fine sand medium sand coarse sand | |
| From: 165 ft. to 200 ft. | fine sand coarse sand fine gravel | |
| From: 200 ft. to 210 ft. | medium sand coarse sand fine gravel | |
| From: 210 ft. to 232 ft. | clay caliche sand | |
| From: 232 ft. to 240 ft. | fine sand caliche | |
| From: 240 ft. to 260 ft. | fine sand coarse sand sandy clay | |
| From: 260 ft. to 273 ft. | fine sand coarse sand fine gravel | |
| From: 273 ft. to 290 ft. | clay sand | |
| From: 290 ft. to 317 ft. | fine sand coarse sand fine gravel | |
| From: 317 ft. to 323 ft. | clay | |
| From: 323 ft. to 330 ft. | shale | |