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Specific Water Well Detail |
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| Location Info | |||
| Owner: Hawk, John | Status: Constructed | ||
| Location: T23S, R32W, Sec. 19, NW NW SW | County: Finney | ||
| Directions: From Garden City, 4.5 mi N on Hwy 83 | |||
| Latitude: 38.039389 | Longitude: -100.8818767 | Datum NAD 27 | |
| Latitude: 38.0394119 | Longitude: -100.8823155 | 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: 310 ft. | Elevation: ft. | |
| Static Water Level: 130 ft. | Est. Yield: 800 gpm. | |
| Comp. Date: 29-Dec-1978 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Links | |
| View info from Wizard Water Level Data base... | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Minter-Wilson Drilling Co. | 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: 270 ft to 280 ft
From: 290 ft to 300 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 20 ft. | top soil | |
| From: 20 ft. to 38 ft. | brown clay | |
| From: 44 ft. to 83 ft. | blue | |
| From: 83 ft. to 121 ft. | brown clay white rock mixed | |
| From: 121 ft. to 126 ft. | cemented sandstones hard | |
| From: 126 ft. to 154 ft. | brown clay | |
| From: 154 ft. to 165 ft. | fine to medium sand and fine gravel | |
| From: 165 ft. to 171 ft. | brown sandy clay | |
| From: 171 ft. to 179 ft. | fine to medium sand and gravel | |
| From: 179 ft. to 208 ft. | brown clay | |
| From: 208 ft. to 214 ft. | brown clay 10% gravel streak | |
| From: 214 ft. to 227 ft. | fine to medium sand and gravel mixed with small yellow rock (loose) | |
| From: 227 ft. to 233 ft. | brown clay | |
| From: 233 ft. to 239 ft. | fine to medium sand 15% clay | |
| From: 239 ft. to 260 ft. | fine to medium sand and gravel mixed with small yellow rock 10% clay loose | |
| From: 260 ft. to 271 ft. | medium coarse gravel (loose) | |
| From: 271 ft. to 274 ft. | fine to medium sand and gravel mixed with yellow rock loose | |
| From: 274 ft. to 283 ft. | fine to medium sand and gravel mixed with yellow rock 10% clay loose | |
| From: 283 ft. to 297 ft. | brown sandy clay | |
| From: 297 ft. to 302 ft. | fine to medium sand and gravel mixed with yellow rock (loose) | |
| From: 302 ft. to 312 ft. | yellow clay | |
| From: 312 ft. to 316 ft. | shale | |