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Specific Water Well Detail |
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| Location Info | |||
| Owner: Dechant, Jake | Status: Constructed | ||
| Location: T24S, R31W, Sec. 26, NW | County: Finney | ||
| Directions: 1.5 S from Raymond Morris corner E of Garden City, E side of road | |||
| Latitude: 37.9411059 | Longitude: -100.6962174 | Datum NAD 27 | |
| Latitude: 37.9411279 | Longitude: -100.6966505 | 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: 266 ft. | Elevation: ft. | |
| Static Water Level: 136 ft. | Est. Yield: gpm. | |
| Comp. Date: 07-Oct-1981 | 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:
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: 227 ft to 267 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 1 ft. | top soil | |
| From: 1 ft. to 39 ft. | brown clay | |
| From: 39 ft. to 45 ft. | fine to medium sand and gravel (loose) | |
| From: 45 ft. to 50 ft. | rock and clay (hard streaks) | |
| From: 50 ft. to 56 ft. | fine to medium sand and gravel | |
| From: 56 ft. to 65 ft. | brown clay | |
| From: 65 ft. to 80 ft. | fine to medium sand and gravel (loose) (hard streaks) | |
| From: 80 ft. to 128 ft. | fine to medium sand and gravel (loose) | |
| From: 128 ft. to 174 ft. | brown clay | |
| From: 174 ft. to 182 ft. | fine to medium sand and gravel 10% clay | |
| From: 182 ft. to 185 ft. | brown clay and white rock (tight) | |
| From: 185 ft. to 205 ft. | fine to medium sand and gravel 20% clay (loose) | |
| From: 205 ft. to 210 ft. | brown clay | |
| From: 210 ft. to 215 ft. | fine sand | |
| From: 215 ft. to 230 ft. | brown clay | |
| From: 230 ft. to 240 ft. | fine to medium sand and gravel (loose) | |
| From: 240 ft. to 249 ft. | brown sandy clay | |
| From: 249 ft. to 275 ft. | brown and yellow clay (hard) | |
| From: 275 ft. to 280 ft. | blue shale hard | |