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Specific Water Well Detail |
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| Location Info | |||
| Owner: Strackeljohn, Lawrence | Status: Constructed | ||
| Location: T26S, R32W, Sec. 5, SE SW NE | County: Finney | ||
| Directions: from Garden City, 9 mi S and 1.5 mi E | |||
| Latitude: 37.8207834 | Longitude: -100.8397347 | Datum NAD 27 | |
| Latitude: 37.820807 | Longitude: -100.8401746 | 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: 460 ft. | Elevation: ft. | |
| Static Water Level: 97 ft. | Est. Yield: 1900 gpm. | |
| Comp. Date: 07-Jan-1976 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Links | |
| View info from Wizard Water Level Data base... | |
| No WIMAS information available. | |
| 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: 433 ft to 453 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 4 ft. | top soil | |
| From: 4 ft. to 20 ft. | brown sandy clay | |
| From: 20 ft. to 30 ft. | sand and gravel | |
| From: 30 ft. to 38 ft. | brown sandy clay | |
| From: 38 ft. to 60 ft. | sand and gravel | |
| From: 60 ft. to 80 ft. | clay and caliche | |
| From: 80 ft. to 108 ft. | sand fine to med coarse, med small gravel and sandy clay sts | |
| From: 108 ft. to 116 ft. | brown clay and caliche | |
| From: 116 ft. to 143 ft. | sand fine to med coarse and small gravel, loose, used water | |
| From: 143 ft. to 202 ft. | brown clay, caliche and few coarse sand sts | |
| From: 202 ft. to 215 ft. | sand fine to med coarse and small gravel, loose, used water | |
| From: 215 ft. to 223 ft. | brown clay and sand | |
| From: 223 ft. to 240 ft. | sand fine to med coarse, small gravel and few clay clay sts, used water | |
| From: 240 ft. to 260 ft. | brown and blue clay | |
| From: 260 ft. to 284 ft. | brown clay, caliche and sand sts | |
| From: 284 ft. to 344 ft. | sand fine to med coarse, small gravel, few small white rock, loose, used water | |
| From: 344 ft. to 360 ft. | brown clay and limerock | |
| From: 360 ft. to 380 ft. | sand fine to med coarse and small gravel, used water, loose in places, firm in places | |
| From: 380 ft. to 436 ft. | brown sticky clay and limerock and few sand sts | |
| From: 436 ft. to 450 ft. | sand fine to med coarse, small gravel and sts of brown rock | |
| From: 450 ft. to 460 ft. | soapstone, clay and limerock | |
| From: 460 ft. to 483 ft. | yellow clay, soapstone and sts of brown rock | |
| From: 483 ft. to 500 ft. | blue shale | |