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Specific Water Well Detail |
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| Location Info | |||
| Owner: Mai, Pete | Status: Constructed | ||
| Location: T24S, R33W, Sec. 15, NW NW NE | County: Finney | ||
| Directions: from Garden City, 2 mi W | |||
| Latitude: 37.9739445 | Longitude: -100.9276397 | Datum NAD 27 | |
| Latitude: 37.9739681 | Longitude: -100.9280815 | 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: 312 ft. | Elevation: ft. | |
| Static Water Level: 52 ft. | Est. Yield: 1451 gpm. | |
| Comp. Date: 07-Mar-1977 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Links | |
| View info from Wizard Water Level Data base... | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Hydro Resources Mid Continent, Inc. | License #: 145 | |
| 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: 167 ft to 247 ft
From: 257 ft to 287 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 4 ft. | top soil, clay | |
| From: 4 ft. to 45 ft. | sand fine med. coarse, small to medium gravel, few large, drilled loose, used some water, mud heavy, very few cobblestones | |
| From: 45 ft. to 55 ft. | brown clay | |
| From: 55 ft. to 66 ft. | sand fine med. coarse, few small gravel, very few med. or clay st., used water | |
| From: 66 ft. to 75 ft. | brown clay | |
| From: 75 ft. to 96 ft. | sand fine med. coarse, small gravel, few clay st. | |
| From: 96 ft. to 108 ft. | brown clay, few sand st. | |
| From: 108 ft. to 120 ft. | gray color clay, a little sticky and few ledges | |
| From: 120 ft. to 156 ft. | brown clay, few ledges, a little sticky, few broken rock, few sand st. | |
| From: 156 ft. to 165 ft. | sand fine med. coarse, some tiny gravel, lime rock, very little clay | |
| From: 165 ft. to 170 ft. | brown clay and ledges | |
| From: 170 ft. to 180 ft. | sand fine med. coarse, few tiny gravel, a little clay | |
| From: 180 ft. to 194 ft. | brown clay, sticky in places, few sand st. | |
| From: 194 ft. to 203 ft. | sand fine med., few coarse, few tiny gravel | |
| From: 203 ft. to 210 ft. | brown clay and sand fine med. coarse mixed | |
| From: 210 ft. to 223 ft. | sand fine med. coarse, small gravel, very little clay | |
| From: 223 ft. to 232 ft. | brown clay, few ledges, few sand st. | |
| From: 232 ft. to 239 ft. | sand fine, few med., few tiny white rock and clay st. | |
| From: 239 ft. to 255 ft. | brown clay, sticky, few ledges | |
| From: 255 ft. to 267 ft. | sand fine, few med., very few tiny white work, clay st. | |
| From: 267 ft. to 276 ft. | brown clay, sand st. | |
| From: 276 ft. to 281 ft. | sand fine med. coarse, small gravel | |
| From: 281 ft. to 283 ft. | hard | |
| From: 283 ft. to 307 ft. | sand fine med. coarse, small gravel, few white and tan rock | |
| From: 307 ft. to 314 ft. | very, very hard | |
| From: 314 ft. to 320 ft. | shale, very hard | |