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Specific Water Well Detail |
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| Location Info | |||
| Owner: Koster, Duane | Status: Constructed | ||
| Location: T26S, R34W, Sec. 8, SE | County: Finney | ||
| Directions: from Holcomb: 4 mi S, 1 mi W, 6 mi S, 2.25 mi W, 1.75 mi S, and 0.25 mi W | |||
| Latitude: 37.7982129 | Longitude: -101.0578717 | Datum NAD 27 | |
| Latitude: 37.7982355 | Longitude: -101.0583188 | 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: 131 ft. | Est. Yield: 1500 gpm. | |
| Comp. Date: 31-Aug-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: 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: 220 ft to 240 ft
From: 250 ft to 260 ft From: 275 ft to 285 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 52 ft. | fine sand | |
| From: 52 ft. to 67 ft. | brown clay | |
| From: 67 ft. to 121 ft. | medium to coarse gravel (loose) | |
| From: 121 ft. to 140 ft. | brown clay | |
| From: 140 ft. to 160 ft. | medium to coarse gravel 10% clay (loose) | |
| From: 160 ft. to 186 ft. | brown clay | |
| From: 186 ft. to 211 ft. | medium to coarse gravel 10% clay (loose) | |
| From: 211 ft. to 215 ft. | fine to medium sand and gravel (tight) (hard streaks) | |
| From: 215 ft. to 241 ft. | fine to medium sand and gravel (loose) 10% clay (small hard streaks) | |
| From: 241 ft. to 248 ft. | brown sandy clay | |
| From: 248 ft. to 265 ft. | fine to medium sand and gravel 10% clay (loose) | |
| From: 265 ft. to 275 ft. | brown sandy clay | |
| From: 275 ft. to 286 ft. | fine to medium sand and gravel (loose) | |
| From: 286 ft. to 335 ft. | brown sandy clay | |
| From: 335 ft. to 361 ft. | fine to medium sand and gravel 15% clay (loose) | |
| From: 361 ft. to 365 ft. | brown clay | |
| From: 365 ft. to 376 ft. | fine to medium sand and gravel 10% clay (loose) | |
| From: 376 ft. to 395 ft. | brown gray and yellow clay with brown rock (hard) | |
| From: 395 ft. to 404 ft. | brown gray yellow and red clay with brown rock (hard) | |
| From: 404 ft. to 410 ft. | shale (hard) | |