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Specific Water Well Detail |
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| Location Info | |||
| Owner: Sexton, Steve | Status: Constructed | ||
| Location: T24S, R32W, Sec. 10, N2 NW SW | County: Finney | ||
| Directions: .5 mi S, .5 mi E of jct 83 spur and 156 HWY; lot 24 block 2 of T-Bone Stakes | |||
| Latitude: 37.9811545 | Longitude: -100.8261028 | Datum NAD 27 | |
| Latitude: 37.9811771 | Longitude: -100.8265405 | 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: 240 ft. | Elevation: ft. | |
| Static Water Level: 44 ft. | Est. Yield: 25 gpm. | |
| Comp. Date: 07-Sep-1988 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Midwest Well & Pump | License #: 449 | |
| 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 240 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: Saw cut | |
| Screen-perforated intervals | From: 220 ft to 240 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout, Bentonite | From: 5 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Septic Tank | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 1 ft. | top soil | |
| From: 1 ft. to 25 ft. | gray clay | |
| From: 25 ft. to 56 ft. | coarse sand and gravel | |
| From: 56 ft. to 71 ft. | brown clay | |
| From: 71 ft. to 76 ft. | fine and coarse sand | |
| From: 76 ft. to 81 ft. | brown clay | |
| From: 81 ft. to 110 ft. | fine and coarse sand | |
| From: 110 ft. to 121 ft. | brown clay | |
| From: 121 ft. to 161 ft. | fine sand and clay streaks | |
| From: 161 ft. to 181 ft. | brown clay | |
| From: 181 ft. to 192 ft. | fine and medium sand | |
| From: 192 ft. to 230 ft. | brown clay | |
| From: 230 ft. to 240 ft. | fine sand | |