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Specific Water Well Detail |
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| Location Info | |||
| Owner: Kleysteuber, Dennis | Status: Constructed | ||
| Location: T26S, R31W, Sec. 22, SW NE SW | County: Finney | ||
| Directions: from Pierceville, 7.25 mi S and 0.75 mi W | |||
| Latitude: 37.7703349 | Longitude: -100.7005269 | Datum NAD 27 | |
| Latitude: 37.7703585 | Longitude: -100.7009622 | 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: 348 ft. | Elevation: ft. | |
| Static Water Level: 95 ft. | Est. Yield: 1900 gpm. | |
| Comp. Date: 31-Dec-1976 | 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 340 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 1 ft. | top soil | |
| From: 1 ft. to 6 ft. | fine sand | |
| From: 6 ft. to 43 ft. | brown sandy clay | |
| From: 43 ft. to 71 ft. | fine to medium sand and gravel loose | |
| From: 71 ft. to 98 ft. | medium coarse gravel | |
| From: 98 ft. to 111 ft. | medium coarse gravel clay traces | |
| From: 111 ft. to 116 ft. | brown sandy clay | |
| From: 116 ft. to 139 ft. | fine to medium sand and gravel | |
| From: 139 ft. to 154 ft. | brown sandy clay | |
| From: 154 ft. to 168 ft. | fine to medium sand and gravel | |
| From: 168 ft. to 181 ft. | brown sandy clay | |
| From: 181 ft. to 192 ft. | fine to medium sand and gravel loose | |
| From: 192 ft. to 208 ft. | brown sandy clay | |
| From: 208 ft. to 218 ft. | fine to medium sand | |
| From: 218 ft. to 231 ft. | brown sandy clay | |
| From: 231 ft. to 247 ft. | fine to medium sand 15% clay loose and tight spots | |
| From: 247 ft. to 255 ft. | brown sandy clay | |
| From: 255 ft. to 259 ft. | fine sand | |
| From: 259 ft. to 266 ft. | brown clay loose gravel streak | |
| From: 266 ft. to 274 ft. | fine to medium sand and gravel | |
| From: 274 ft. to 298 ft. | brown clay sticky | |
| From: 298 ft. to 340 ft. | medium sand to medium-coarse gravel, loose, good, loose | |
| From: 340 ft. to 348 ft. | medium coarse gravel mixed yellow white rock | |
| From: 348 ft. to 380 ft. | gray clay yellow clay | |