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Specific Water Well Detail |
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| Location Info | |||
| Owner: Jones, Bob | Status: Constructed | ||
| Location: T24S, R34W, Sec. 14, SW SE | County: Finney | ||
| Directions: 1 S of Holcomb on county rd, 1.25 W, .25 N | |||
| Latitude: 37.9618858 | Longitude: -101.0177381 | Datum NAD 27 | |
| Latitude: 37.9619098 | Longitude: -101.0181831 | 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: 380 ft. | Elevation: ft. | |
| Static Water Level: 62 ft. | Est. Yield: 1400 gpm. | |
| Comp. Date: 30-May-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: 330 ft to 370 ft
From: 0 ft to 0 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 11 ft. | sand | |
| From: 11 ft. to 32 ft. | med. to coarse gravel 30% clay | |
| From: 32 ft. to 95 ft. | brown clay | |
| From: 95 ft. to 104 ft. | fine to medium sand and gravel (loose) | |
| From: 104 ft. to 162 ft. | brown clay | |
| From: 162 ft. to 178 ft. | fine to medium sand and gravel 20% clay (loose) | |
| From: 178 ft. to 237 ft. | fine to medium sand and gravel (loose) | |
| From: 237 ft. to 245 ft. | brown clay and white rock (tight) | |
| From: 245 ft. to 264 ft. | fine to medium sand and fine gravel 10% clay (loose) | |
| From: 264 ft. to 283 ft. | brown clay and white rock (tight) | |
| From: 283 ft. to 290 ft. | fine to medium sand and fine gravel 10% clay (loose) | |
| From: 290 ft. to 371 ft. | fine to medium sand and gravel (loose) | |
| From: 371 ft. to 380 ft. | fine to medium sand and gravel with white and brown rock 10% clay (loose) (small hard streaks) | |
| From: 380 ft. to 391 ft. | brown and yellow clay with brown and white rock (hard) | |
| From: 391 ft. to 395 ft. | shale (hard) | |