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Specific Water Well Detail |
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| Location Info | |||
| Owner: Potter, Mearl | Status: Constructed | ||
| Location: T25S, R32W, Sec. 28, SE SE SE | County: Finney | ||
| Directions: from Garden City, 8 mi S and 2.5 mi E | |||
| Latitude: 37.8449079 | Longitude: -100.8297932 | Datum NAD 27 | |
| Latitude: 37.8449313 | Longitude: -100.8302325 | 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: 280 ft. | Elevation: ft. | |
| Static Water Level: 115 ft. | Est. Yield: gpm. | |
| Comp. Date: 19-Aug-1987 | 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: PVC
Casing Joints: |
Diam: 5 in. to 280 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: Mill slot | |
| Screen-perforated intervals | From: 160 ft to 280 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Livestock pens | ||
| 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 53 ft. | brown clay | |
| From: 53 ft. to 70 ft. | sand, fine to medium, small to large gravel | |
| From: 70 ft. to 73 ft. | brown sandy clay | |
| From: 73 ft. to 140 ft. | sand, fine to medium, coarse, small to medium gravel | |
| From: 140 ft. to 162 ft. | sand, fine to medium, coarse, small to large gravel | |
| From: 162 ft. to 178 ft. | brown sandy clay and sand fine to medium stks. | |
| From: 178 ft. to 205 ft. | sand, fine to medium, coarse and few clay streaks. | |
| From: 205 ft. to 260 ft. | brown sandy clay and few sand streaks. And limerock | |
| From: 260 ft. to 281 ft. | sand, fine to medium, coarse small gravel and cemented ledges, and few clay streaks. | |
| From: 281 ft. to 290 ft. | limerock, brown sandy clay and sand streaks, firm | |
| From: 290 ft. to 300 ft. | limerock - hard | |
| From: 300 ft. to 320 ft. | brown sandy clay and sand fine, small | |
| From: 320 ft. to 330 ft. | sand, fine to medium | |
| From: 330 ft. to 340 ft. | brown sandy clay and limerock, and few fine sand streaks. | |
| From: 340 ft. to 350 ft. | sand, fine - small | |
| From: 350 ft. to 360 ft. | brown sandy clay | |