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Specific Water Well Detail |
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| Location Info | |||
| Owner: Wedman, David R. | Status: Constructed | ||
| Location: T31S, R5W, Sec. 31, NE SW NW | County: Harper | ||
| Directions: from Danville: 1 mi W, 1.75 mi N | |||
| Latitude: 37.3082819 | Longitude: -97.9091929 | Datum NAD 27 | |
| Latitude: 37.3083015 | Longitude: -97.9095281 | 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: 53 ft. | Elevation: ft. | |
| Static Water Level: 18 ft. | Est. Yield: gpm. | |
| Comp. Date: 23-May-2003 | Well Use: Irrigation | |
| DWR Applic. #: 43668 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Wells Drilling Co. | License #: 691 | |
| 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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: in. to 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: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: to ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 29 ft. | brown clay | |
| From: 29 ft. to 38 ft. | medium fine sand | |
| From: 38 ft. to 45 ft. | medium coarse sand | |
| From: 45 ft. to 53 ft. | coarse sand and gravel | |