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Specific Water Well Detail |
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| Location Info | |||
| Owner: Larson, Eric | Status: Constructed | ||
| Location: T24S, R33W, Sec. 10, NE SW NE | County: Finney | ||
| Directions: from Garden City, 2 mi W, 0.75 mi S, and 0.13 mi E | |||
| Latitude: 37.9848651 | Longitude: -100.9254268 | Datum NAD 27 | |
| Latitude: 37.9848887 | Longitude: -100.9258684 | 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: 267 ft. | Elevation: ft. | |
| Static Water Level: 40 ft. | Est. Yield: 1500 gpm. | |
| Comp. Date: 22-Feb-1977 | Well Use: Irrigation | |
| DWR Applic. #: | 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:
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: 210 ft to 220 ft
From: 250 ft to 260 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 4 ft. | top soil | |
| From: 4 ft. to 9 ft. | fine to medium sand and gravel | |
| From: 9 ft. to 44 ft. | coarse gravel | |
| From: 44 ft. to 52 ft. | brown sandy clay | |
| From: 52 ft. to 66 ft. | fine to medium sand and gravel | |
| From: 66 ft. to 133 ft. | brown sandy clay | |
| From: 133 ft. to 145 ft. | fine to medium sand and gravel | |
| From: 145 ft. to 160 ft. | brown sandy clay | |
| From: 160 ft. to 177 ft. | fine to medium sand and gravel | |
| From: 177 ft. to 184 ft. | brown sandy clay | |
| From: 184 ft. to 193 ft. | fine to medium sand | |
| From: 193 ft. to 204 ft. | fine to medium sand and gravel | |
| From: 204 ft. to 226 ft. | fine to medium sand and gravel traces loose | |
| From: 226 ft. to 231 ft. | brown sandy clay | |
| From: 231 ft. to 247 ft. | brown sandy clay small loose sand streak | |
| From: 247 ft. to 258 ft. | fine to medium sand 10% clay not to good tight | |
| From: 258 ft. to 267 ft. | fine to medium sand | |
| From: 267 ft. to 282 ft. | brown sandy clay | |
| From: 282 ft. to 286 ft. | fine sand not good | |
| From: 286 ft. to 297 ft. | brown sandy clay | |
| From: 297 ft. to 301 ft. | fine sand not good | |
| From: 301 ft. to 305 ft. | yellow clay | |
| From: 305 ft. to 307 ft. | shale | |