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Specific Water Well Detail |
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| Location Info | |||
| Owner: Foltz, Mike | Status: Constructed | ||
| Location: T24S, R32W, Sec. 3, SE NE NW | County: Finney | ||
| Directions: from Garden City, 0.5 mi N and 1 mi W | |||
| Latitude: 38.0010589 | Longitude: -100.8206939 | Datum NAD 27 | |
| Latitude: 38.0010814 | Longitude: -100.8211312 | 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: 260 ft. | Elevation: ft. | |
| Static Water Level: 90 ft. | Est. Yield: gpm. | |
| Comp. Date: 01-Jun-1987 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| 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: PVC
Casing Joints: |
Diam: 5 in. to 260 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: PVC | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 260 ft to 0 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Neat cement, Bentonite | From: 0 to 30 ft
From: 180 to 185 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| 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 20 ft. | brown sandy clay | |
| From: 20 ft. to 27 ft. | sand, fine to medium, coarse | |
| From: 27 ft. to 30 ft. | brown clay | |
| From: 30 ft. to 40 ft. | sand, fine to medium, and few clay streaks. | |
| From: 40 ft. to 50 ft. | white sandy clay and caliche | |
| From: 50 ft. to 60 ft. | brown sandy clay, caliche and cemented sand and few sand streaks. | |
| From: 60 ft. to 74 ft. | sand, fine to medium, coarse, small gravel | |
| From: 74 ft. to 80 ft. | brown clay | |
| From: 80 ft. to 110 ft. | sand, fine to medium, coarse, small gravel | |
| From: 110 ft. to 150 ft. | brown, sandy clay and few sand streaks. | |
| From: 150 ft. to 155 ft. | sand, fine to medium | |
| From: 155 ft. to 160 ft. | brown sandy clay | |
| From: 160 ft. to 171 ft. | sand, fine to medium, coarse | |
| From: 171 ft. to 205 ft. | brown clay and few fine sand streaks. | |
| From: 205 ft. to 214 ft. | sand, fine to medium, coarse, small gravel and few white rock | |
| From: 214 ft. to 223 ft. | tan clay | |
| From: 223 ft. to 230 ft. | sand, fine to medium, coarse | |
| From: 230 ft. to 240 ft. | brown sandy clay | |
| From: 240 ft. to 260 ft. | sand, fine to medium, coarse, small gravel and white rock - loose | |
| From: 260 ft. to 270 ft. | brown clay | |
| From: 270 ft. to 278 ft. | yellow soapstone | |
| From: 278 ft. to 281 ft. | weathered shale | |