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Specific Water Well Detail |
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| Location Info | |||
| Owner: Stone, Billy | Status: Constructed | ||
| Location: T26S, R33W, Sec. 20, NW NW SW | County: Finney | ||
| Directions: from Garden City: 12 mi S on Hwy 83, 5 mi W, 0.5 mi S, E side of road | |||
| Latitude: 37.7721837 | Longitude: -100.9606973 | Datum NAD 27 | |
| Latitude: 37.7722075 | Longitude: -100.9611423 | 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: 330 ft. | Elevation: ft. | |
| Static Water Level: 120 ft. | Est. Yield: gpm. | |
| Comp. Date: 31-Oct-1988 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| 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: 6 in. to 205 ft
Diam: 6 in. to 240 ft Diam: 6 in. to 310 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: 205 ft to 225 ft
From: 240 ft to 250 ft From: 310 ft to 330 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: | ||
| 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 30 ft. | fine sand | |
| From: 30 ft. to 36 ft. | fine to medium sand | |
| From: 36 ft. to 76 ft. | fine to medium sand and gravel | |
| From: 76 ft. to 81 ft. | cemented sandstone hard | |
| From: 81 ft. to 158 ft. | fine to medium sand and gravel small clay strip | |
| From: 158 ft. to 162 ft. | brown sandy clay | |
| From: 162 ft. to 167 ft. | fine to medium sand and gravel | |
| From: 167 ft. to 172 ft. | brown sandy clay | |
| From: 172 ft. to 179 ft. | fine to medium sand and gravel | |
| From: 179 ft. to 185 ft. | fine to medium sand and gravel 10% clay | |
| From: 185 ft. to 189 ft. | brown sandy clay | |
| From: 189 ft. to 193 ft. | brown sandy clay hard | |
| From: 193 ft. to 197 ft. | blue clay | |
| From: 197 ft. to 201 ft. | fine to medium sand and gravel | |
| From: 201 ft. to 220 ft. | blue clay | |
| From: 220 ft. to 222 ft. | fine to medium sand and gravel loose | |
| From: 222 ft. to 238 ft. | brown sandy clay | |
| From: 238 ft. to 244 ft. | fine to medium sand and gravel | |
| From: 244 ft. to 258 ft. | brown sandy clay tight | |
| From: 258 ft. to 273 ft. | cemented sandstone hard | |
| From: 273 ft. to 307 ft. | brown sandy clay | |
| From: 307 ft. to 325 ft. | fine to medium sand and gravel | |
| From: 325 ft. to 366 ft. | brown clay tight | |
| From: 366 ft. to 381 ft. | brown sandy clay, white rock hard | |
| From: 381 ft. to 386 ft. | brown rock. Very hard | |