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Specific Water Well Detail |
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| Location Info | |||
| Owner: Warren, A.G. | Status: Constructed | ||
| Location: T26S, R33W, Sec. 22, S2 SE SW | County: Finney | ||
| Directions: from Plymell: 3 mi S, 2.75 mi W | |||
| Latitude: 37.7667495 | Longitude: -100.918587 | Datum NAD 27 | |
| Latitude: 37.7667732 | Longitude: -100.9190304 | 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: 480 ft. | Elevation: ft. | |
| Static Water Level: 152 ft. | Est. Yield: 1700 gpm. | |
| Comp. Date: 09-Apr-1985 | Well Use: Irrigation | |
| DWR Applic. #: 35902 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Henkle Drilling & Supply Co. Inc. | License #: 145 | |
| 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: 152 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 181 ft after 1 hours pumping 1078 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 480 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: Steel | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 221 ft to 331 ft
From: 354 ft to 374 ft From: 398 ft to 418 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 10 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 20 ft. | sandy clay and fine sand | |
| From: 20 ft. to 30 ft. | sand fine small | |
| From: 30 ft. to 51 ft. | brown sandy clay and caliche and fine sand streaks | |
| From: 51 ft. to 116 ft. | sand fine to medium, small to large gravel | |
| From: 116 ft. to 130 ft. | brown clay and sand fine small | |
| From: 130 ft. to 146 ft. | sand fine to medium, coarse, small gravel | |
| From: 146 ft. to 156 ft. | brown and gray clay | |
| From: 156 ft. to 180 ft. | brown sandy clay, limerock | |
| From: 180 ft. to 198 ft. | sand fine to medium, coarse and few small gravel and clay streaks | |
| From: 198 ft. to 210 ft. | sand fine to medium coarse | |
| From: 210 ft. to 213 ft. | brown sandy clay | |
| From: 213 ft. to 300 ft. | sand fine to medium, coarse, small to medium gravel and few large gravel and few clay streaks | |
| From: 300 ft. to 331 ft. | sand fine to medium, coarse, small to large gravel | |
| From: 331 ft. to 352 ft. | brown sandy clay and limerock and few sand streaks | |
| From: 352 ft. to 366 ft. | sand fine to medium, coarse, small gravel brown clay | |
| From: 366 ft. to 367 ft. | brown clay | |
| From: 367 ft. to 376 ft. | sand fine to medium, coarse and few clay streaks | |
| From: 376 ft. to 398 ft. | brown sandy clay and few fine sand streaks | |
| From: 398 ft. to 416 ft. | sand fine to medium, few coarse | |
| From: 416 ft. to 465 ft. | brown sandy clay and few fine sand streaks | |
| From: 465 ft. to 475 ft. | sand fine to medium, coarse, small brown gravel | |
| From: 475 ft. to 480 ft. | soapstone | |