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Specific Water Well Detail |
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| Location Info | |||
| Owner: Unruh, Clayton L. | Status: Constructed | ||
| Location: T26S, R34W, Sec. 3, SE NW NW | County: Finney | ||
| Directions: from Holcomb: S across river bridge, 4 mi S, 1 mi W, 6 mi S, .33 mi W, 1.33 mi S, 4780' N, 3405'W | |||
| Latitude: 37.8255584 | Longitude: -101.031539 | Datum NAD 27 | |
| Latitude: 37.8255817 | Longitude: -101.0319855 | 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: 420 ft. | Elevation: ft. | |
| Static Water Level: 206 ft. | Est. Yield: gpm. | |
| Comp. Date: 09-Nov-2002 | Well Use: Irrigation | |
| DWR Applic. #: 28623 | 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?: No | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: Welded |
Diam: 16 in. to 245 ft | |
| Casing height above land surface: 12 in
Casing Weight: 42.05 lbs/ft Wall thickness or gauge no.: .250 | ||
| Screen and Perforation Info | ||
| Screen Type: Steel | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 245 ft to 420 ft | |
| Gravel pack intervals | From: 20 ft to 176 ft
From: 236 ft to 420 ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 0 to 20 ft
From: 176 to 236 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: Southeast | Distance: 128 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 1 ft. | top soil | |
| From: 1 ft. to 39 ft. | fine sand - loose | |
| From: 39 ft. to 50 ft. | brown clay - gravel streak | |
| From: 50 ft. to 155 ft. | medium coarse gravel - streak of clay | |
| From: 155 ft. to 163 ft. | coarse gravel | |
| From: 163 ft. to 170 ft. | brown clay | |
| From: 170 ft. to 183 ft. | blue clay | |
| From: 183 ft. to 200 ft. | blue clay - small sand streak | |
| From: 200 ft. to 218 ft. | brown clay - 20% gravel | |
| From: 218 ft. to 231 ft. | fine to medium sand and gravel | |
| From: 231 ft. to 238 ft. | brown sandy clay | |
| From: 238 ft. to 260 ft. | fine to medium sand and gravel | |
| From: 260 ft. to 284 ft. | brown sandy clay | |
| From: 284 ft. to 304 ft. | fine to medium sand and gravel | |
| From: 304 ft. to 320 ft. | brown sandy clay - small strip of sandstone | |
| From: 320 ft. to 325 ft. | fine to medium sand | |
| From: 325 ft. to 355 ft. | brown clay - small gravel streak | |
| From: 355 ft. to 377 ft. | fine to medium sand and gravel | |
| From: 377 ft. to 402 ft. | brown clay | |
| From: 402 ft. to 412 ft. | fine sand | |
| From: 412 ft. to 443 ft. | brown clay - hard pull down 300 | |
| From: 443 ft. to 469 ft. | brown yellow sandstone mixed - hard pull down 400 | |
| From: 469 ft. to 470 ft. | shale | |