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Specific Water Well Detail |
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| Location Info | |||
| Owner: Jones, Taylor | Status: Constructed | ||
| Location: T24S, R34W, Sec. 11, C SE | County: Finney | ||
| Directions: from Holcomb, 1.25 mi W on river rd | |||
| Latitude: 37.9781549 | Longitude: -101.0155458 | Datum NAD 27 | |
| Latitude: 37.978179 | Longitude: -101.0159906 | 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: 386 ft. | Elevation: ft. | |
| Static Water Level: 83 ft. | Est. Yield: 1325 gpm. | |
| Comp. Date: 31-Jul-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: 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 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: 320 ft to 360 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 2 ft. | clay | |
| From: 2 ft. to 43 ft. | med. to coarse gravel (loose) | |
| From: 43 ft. to 74 ft. | brown clay | |
| From: 74 ft. to 155 ft. | blue clay | |
| From: 155 ft. to 162 ft. | fine to medium sand and gravel 30% clay | |
| From: 162 ft. to 176 ft. | fine to medium sand and gravel (loose) | |
| From: 176 ft. to 185 ft. | fine to medium sand and gravel 25% clay (loose) | |
| From: 185 ft. to 215 ft. | fine to medium sand and gravel (loose) | |
| From: 215 ft. to 226 ft. | brown sandy clay streaks of gravel 30% (loose) | |
| From: 226 ft. to 238 ft. | brown clay and white rock (tight) | |
| From: 238 ft. to 245 ft. | brown sandy clay | |
| From: 245 ft. to 260 ft. | brown sandy clay streaks of gravel 30% (loose) | |
| From: 260 ft. to 292 ft. | fine to medium sand and fine gravel 15% clay (loose) | |
| From: 292 ft. to 305 ft. | brown sandy clay | |
| From: 305 ft. to 360 ft. | fine to medium sand and gravel (loose) | |
| From: 360 ft. to 386 ft. | brown gray and yellow clay with white rock (tight) mixed with gravel | |
| From: 386 ft. to 395 ft. | shale (hard) | |