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Specific Water Well Detail |
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| Location Info | |||
| Owner: Rapp and Reed | Status: Constructed | ||
| Location: T24S, R34W, Sec. 10, SW | County: Finney | ||
| Directions: 1.5 W of Minter Wilson shop, .25 N, .25 W, 20' E of pivot | |||
| Latitude: 37.9780034 | Longitude: -101.0431921 | Datum NAD 27 | |
| Latitude: 37.978027 | Longitude: -101.0436372 | 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: 354 ft. | Elevation: ft. | |
| Static Water Level: 80 ft. | Est. Yield: 2100 gpm. | |
| Comp. Date: 30-Jun-1979 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Minter-Wilson Drlg. Co., Inc. | License #: 208 | |
| 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: 320 ft to 350 ft
From: 0 ft to 0 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 10 ft. | top soil | |
| From: 10 ft. to 42 ft. | coarse gravel | |
| From: 42 ft. to 65 ft. | blue clay | |
| From: 65 ft. to 83 ft. | fine to medium sand gravel | |
| From: 83 ft. to 106 ft. | blue clay | |
| From: 106 ft. to 140 ft. | fine to medium sand and gravel 10% clay | |
| From: 140 ft. to 166 ft. | fine to medium sand | |
| From: 166 ft. to 182 ft. | brown sandy clay | |
| From: 182 ft. to 213 ft. | fine to medium sand and fine gravel | |
| From: 213 ft. to 233 ft. | brown sandy clay | |
| From: 233 ft. to 238 ft. | brown sandy clay 10% gravel | |
| From: 238 ft. to 277 ft. | brown sandy clay hard | |
| From: 277 ft. to 292 ft. | fine to medium sand and fine gravel tight | |
| From: 292 ft. to 320 ft. | fine to medium sand and fine gravel 10% clay (loose) | |
| From: 320 ft. to 335 ft. | fine to medium sand and fine gravel (loose) | |
| From: 335 ft. to 354 ft. | fine to medium sand and gravel small yellow white rock | |
| From: 354 ft. to 365 ft. | fine to medium sand and gravel small yellow white rock tight | |