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Specific Water Well Detail |
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| Location Info | |||
| Owner: Kirk, Henry | Status: Constructed | ||
| Location: T26S, R34W, Sec. 3, NE SE NW | County: Finney | ||
| Directions: from Holcomb, 10 mi S, 0.75 mi W, and 0.25 mi S | |||
| Latitude: 37.8230559 | Longitude: -101.0268252 | Datum NAD 27 | |
| Latitude: 37.8230793 | Longitude: -101.0272716 | 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: 410 ft. | Elevation: ft. | |
| Static Water Level: 89 ft. | Est. Yield: 1950 gpm. | |
| Comp. Date: 12-May-1977 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Links | |
| No Wizard information available. | |
| 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: 220 ft to 230 ft
From: 350 ft to 370 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 21 ft. | fine sand | |
| From: 21 ft. to 43 ft. | brown clay | |
| From: 43 ft. to 158 ft. | medium to coarse gravel loose | |
| From: 158 ft. to 170 ft. | brown clay | |
| From: 170 ft. to 210 ft. | blue clay | |
| From: 210 ft. to 230 ft. | fine to medium sand and gravel loose | |
| From: 230 ft. to 260 ft. | fine to medium sand and gravel 10% clay loose | |
| From: 260 ft. to 264 ft. | brown clay 30% gravel | |
| From: 264 ft. to 275 ft. | fine to medium sand and gravel 10% clay loose | |
| From: 275 ft. to 281 ft. | brown sandy clay | |
| From: 281 ft. to 290 ft. | fine to medium sand and gravel loose | |
| From: 290 ft. to 300 ft. | fine to medium sand and gravel 10% clay loose | |
| From: 300 ft. to 315 ft. | brown sandy clay | |
| From: 315 ft. to 326 ft. | fine to medium sand and fine gravel 10% clay loose | |
| From: 326 ft. to 340 ft. | brown sandy clay tight | |
| From: 340 ft. to 350 ft. | fine to medium sand and fine gravel 10% clay loose | |
| From: 350 ft. to 378 ft. | fine to medium sand and gravel loose | |
| From: 378 ft. to 398 ft. | brown sandy clay | |
| From: 398 ft. to 410 ft. | fine to medium sand and fine gravel loose | |
| From: 410 ft. to 425 ft. | brown gray and yellow clay with brown rock hard | |
| From: 425 ft. to 430 ft. | shale hard | |