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Specific Water Well Detail |
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| Location Info | |||
| Owner: Johnson, Venita | Status: Constructed | ||
| Location: T26S, R33W, Sec. 23, NE NW SE | County: Finney | ||
| Directions: from Plymell 2.5 mi SW | |||
| Latitude: 37.7722835 | Longitude: -100.8944378 | Datum NAD 27 | |
| Latitude: 37.7723073 | Longitude: -100.8948803 | 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: 554 ft. | Elevation: ft. | |
| Static Water Level: 150 ft. | Est. Yield: 1500 gpm. | |
| Comp. Date: 28-Mar-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: Hydro Resources Mid Continent, 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: 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: 360 ft to 440 ft
From: 470 ft to 490 ft From: 524 ft to 554 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 4 ft. | top soil | |
| From: 4 ft. to 20 ft. | brown clay | |
| From: 20 ft. to 45 ft. | brown sandy clay and sand | |
| From: 45 ft. to 65 ft. | brown clay and caliche | |
| From: 65 ft. to 110 ft. | sand and gravel to some large size gravel. Drilled ragged in places - used a lot of water | |
| From: 110 ft. to 120 ft. | brown clay and caliche | |
| From: 120 ft. to 174 ft. | sand fine to med coarse and small gravel | |
| From: 174 ft. to 180 ft. | brown clay | |
| From: 180 ft. to 192 ft. | blue clay with fine sand | |
| From: 192 ft. to 200 ft. | brown clay and limerock | |
| From: 200 ft. to 210 ft. | brown clay and sand streaks | |
| From: 210 ft. to 240 ft. | sand fine to med coarse, small gravel with clay sts. | |
| From: 240 ft. to 342 ft. | sand fine to med coarse, small gravel. Loose - used water. Good! | |
| From: 342 ft. to 350 ft. | brown clay and limerock | |
| From: 350 ft. to 353 ft. | sand fine to med coarse and small gravel | |
| From: 353 ft. to 362 ft. | brown clay | |
| From: 362 ft. to 392 ft. | sand fine to med coarse and small gravel. Loose - used water | |
| From: 392 ft. to 400 ft. | brown clay and limerock | |
| From: 400 ft. to 420 ft. | sand fine to med coarse and brown sandy clay. Fairly loose - used a little water | |
| From: 420 ft. to 430 ft. | brown sandy clay | |
| From: 430 ft. to 439 ft. | sand fine to med coarse, small to med size gravel. Loose - used water | |
| From: 439 ft. to 470 ft. | brown clay - sticky - with some limerock | |
| From: 470 ft. to 480 ft. | brown clay with sand streaks | |
| From: 480 ft. to 490 ft. | sand fine to med coarse with small size gravel | |
| From: 490 ft. to 530 ft. | brown clay - sticky | |
| From: 530 ft. to 551 ft. | sand fine to med coarse, small brown gravel, tan rock and brown rock. Drilled firm to loose - used water | |
| From: 551 ft. to 562 ft. | brown clay, soapstone, sts of brown rock | |
| From: 562 ft. to 570 ft. | shale | |