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Specific Water Well Detail |
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| Location Info | |||
| Owner: Drussel, O.W. | Status: Constructed | ||
| Location: T25S, R33W, Sec. 36, NE SE SW | County: Finney | ||
| Directions: from Garden City, 9 mi S | |||
| Latitude: 37.8323796 | Longitude: -100.8934838 | Datum NAD 27 | |
| Latitude: 37.8324033 | Longitude: -100.8939257 | 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: 342 ft. | Elevation: ft. | |
| Static Water Level: 125 ft. | Est. Yield: 60 gpm. | |
| Comp. Date: 08-Jun-1978 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| 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: 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: 262 ft to 272 ft
From: 292 ft to 342 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 2 ft. | top soil | |
| From: 2 ft. to 8 ft. | sand fine to med | |
| From: 8 ft. to 42 ft. | brown clay | |
| From: 42 ft. to 98 ft. | sand fine to med coarse with small to large gravel and a few cobblestones | |
| From: 98 ft. to 105 ft. | brown clay | |
| From: 105 ft. to 129 ft. | sand fine to med coarse with small to large gravel and cobblestones | |
| From: 129 ft. to 220 ft. | brown clay with very few sand streaks | |
| From: 220 ft. to 224 ft. | brown clay and hard limerock | |
| From: 224 ft. to 230 ft. | sand fine to med coarse. Loose - used water | |
| From: 230 ft. to 256 ft. | brown clay | |
| From: 256 ft. to 270 ft. | sand fine to med coarse, a few small gravel. Loose - used some water. Had a few clay sts. | |
| From: 270 ft. to 280 ft. | brown clay, cemented sand and hard limerock | |
| From: 280 ft. to 291 ft. | brown clay | |
| From: 291 ft. to 320 ft. | sand fine to med coarse. Loose - used water | |
| From: 320 ft. to 340 ft. | sand fine to med coarse with very few small gravel. Loose - used water | |
| From: 340 ft. to 365 ft. | brown clay | |
| From: 365 ft. to 380 ft. | brown sandy clay with very few fine sand sts and a few lime rock sts | |
| From: 380 ft. to 420 ft. | brown clay with a few limerock ledges | |