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Specific Water Well Detail |
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| Location Info | |||
| Owner: Stone, Steve | Status: Constructed | ||
| Location: T26S, R33W, Sec. 6, SE | County: Finney | ||
| Directions: from Holcomb: 11 mi S, 0.75 E, 0.25 N, and 35 feet N of pivot | |||
| Latitude: 37.8144111 | Longitude: -100.966096 | Datum NAD 27 | |
| Latitude: 37.8144349 | Longitude: -100.9665409 | 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: 375 ft. | Elevation: ft. | |
| Static Water Level: 128 ft. | Est. Yield: 1300 gpm. | |
| Comp. Date: 31-Dec-1979 | 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 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: 280 ft to 300 ft
From: 340 ft to 360 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 10 ft. | top soil fine sand | |
| From: 10 ft. to 55 ft. | brown sandy clay | |
| From: 55 ft. to 90 ft. | medium coarse gravel 10% clay | |
| From: 90 ft. to 130 ft. | brown clay | |
| From: 130 ft. to 142 ft. | brown sandy clay 15% gravel streak | |
| From: 142 ft. to 149 ft. | brown clay | |
| From: 149 ft. to 170 ft. | blue clay | |
| From: 170 ft. to 184 ft. | brown sandy clay small gravel streak | |
| From: 184 ft. to 217 ft. | medium coarse gravel 15% clay | |
| From: 217 ft. to 243 ft. | medium coarse gravel 20% clay | |
| From: 243 ft. to 260 ft. | brown clay sticky | |
| From: 260 ft. to 268 ft. | brown sandy clay | |
| From: 268 ft. to 305 ft. | medium coarse gravel little tight | |
| From: 305 ft. to 314 ft. | brown sandy clay | |
| From: 314 ft. to 327 ft. | fine to medium sand and gravel | |
| From: 327 ft. to 338 ft. | brown sandy clay | |
| From: 338 ft. to 371 ft. | fine to medium sand and gravel (loose) | |
| From: 371 ft. to 390 ft. | brown clay | |
| From: 390 ft. to 453 ft. | brown sandy clay | |
| From: 453 ft. to 457 ft. | fine to medium sand fine gravel | |
| From: 457 ft. to 500 ft. | brown sandy clay | |
| From: 500 ft. to 526 ft. | brown rock 25% clay little tight | |
| From: 526 ft. to 530 ft. | yellow clay | |