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Specific Water Well Detail |
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| Location Info | |||
| Owner: Dew, Preston | Status: Constructed | ||
| Location: T25S, R33W, Sec. 25, NE NE | County: Finney | ||
| Directions: from Garden City: 7 mi S, 0.75 mi W, 0.13 mi S, and 0.13 mi W | |||
| Latitude: 37.8569244 | Longitude: -100.8855398 | Datum NAD 27 | |
| Latitude: 37.856948 | Longitude: -100.885981 | 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: 339 ft. | Elevation: ft. | |
| Static Water Level: 150 ft. | Est. Yield: gpm. | |
| Comp. Date: 30-Jul-1988 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| 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: PVC
Casing Joints: |
Diam: 6 in. to 299 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: 299 ft to 339 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 | From: 0 to 20 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 1 ft. | top soil | |
| From: 1 ft. to 6 ft. | fine sand | |
| From: 6 ft. to 40 ft. | brown clay | |
| From: 40 ft. to 118 ft. | medium coarse gravel | |
| From: 118 ft. to 172 ft. | medium coarse gravel - small strip of clay | |
| From: 172 ft. to 186 ft. | brown clay - white rock - hard | |
| From: 186 ft. to 218 ft. | brown sandy clay | |
| From: 218 ft. to 255 ft. | brown sandy clay - tight | |
| From: 255 ft. to 263 ft. | fine to medium sand and gravel | |
| From: 263 ft. to 280 ft. | fine to medium sand and gravel - tight | |
| From: 280 ft. to 301 ft. | brown sandy clay - tight | |
| From: 301 ft. to 310 ft. | fine to medium sand and gravel - 20% clay - tight | |
| From: 310 ft. to 322 ft. | brown sandy clay - tight | |
| From: 322 ft. to 343 ft. | fine to medium sand and gravel - loose | |
| From: 343 ft. to 350 ft. | brown sandy clay | |