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Specific Water Well Detail |
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| Location Info | |||
| Owner: Garden City Co. | Status: Constructed | ||
| Location: T23S, R34W, Sec. 26, SW SW SE | County: Finney | ||
| Directions: from Holcomb, 2 mi W, 1 mi N, and 0.5 mi E | |||
| Latitude: 38.0188336 | Longitude: -101.0188052 | Datum NAD 27 | |
| Latitude: 38.0188575 | Longitude: -101.0192495 | 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: 174 ft. | Est. Yield: 1000 gpm. | |
| Comp. Date: 30-Jul-1985 | Well Use: Irrigation | |
| DWR Applic. #: 2413 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: MW Drilling | 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 255 ft after 0 hours pumping 900 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 230 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: 230 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: Cement grout | From: 0 to 10 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. | top soil | |
| From: 8 ft. to 41 ft. | brown clay | |
| From: 41 ft. to 59 ft. | fine to medium sand and gravel 15% clay | |
| From: 59 ft. to 71 ft. | brown clay | |
| From: 71 ft. to 88 ft. | fine to medium sand and gravel 10% clay | |
| From: 88 ft. to 112 ft. | brown clay | |
| From: 112 ft. to 136 ft. | fine to medium sand and gravel | |
| From: 136 ft. to 142 ft. | brown sandy clay | |
| From: 142 ft. to 154 ft. | fine to medium sand and gravel (loose) | |
| From: 154 ft. to 161 ft. | cemented sandstone hard | |
| From: 161 ft. to 170 ft. | brown sandy clay, small streak of gravel | |
| From: 170 ft. to 183 ft. | blue clay | |
| From: 183 ft. to 218 ft. | brown sandy clay | |
| From: 218 ft. to 227 ft. | brown sandy clay, small gravel streak | |
| From: 227 ft. to 254 ft. | fine to medium sand and gravel (loose) | |
| From: 254 ft. to 263 ft. | brown sandy clay | |
| From: 263 ft. to 275 ft. | brown sandy clay, white mixed no good | |
| From: 275 ft. to 293 ft. | fine to medium sand and gravel, small clay strip 5% | |
| From: 293 ft. to 299 ft. | brown sandy clay, small gravel streak | |
| From: 299 ft. to 316 ft. | fine to medium sand and gravel loose | |
| From: 316 ft. to 327 ft. | yellow clay. hard pull down | |
| From: 327 ft. to 333 ft. | shale hard pull down | |