|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Lightner, Richard | Status: Constructed | ||
| Location: T26S, R32W, Sec. 1, NW NW SW | County: Finney | ||
| Directions: from Pierceville, 5.75 mi SW | |||
| Latitude: 37.8181866 | Longitude: -100.7779368 | Datum NAD 27 | |
| Latitude: 37.8182101 | Longitude: -100.7783743 | 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: 83 ft. | Est. Yield: 2000 gpm. | |
| Comp. Date: 12-Dec-1978 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Links | |
| No Wizard information available. | |
| 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. | ||
|
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: 195 ft to 230 ft
From: 280 ft to 320 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 2 ft. | top soil | |
| From: 2 ft. to 20 ft. | brown clay | |
| From: 20 ft. to 32 ft. | sand fine to med | |
| From: 32 ft. to 110 ft. | sand fine to med coarse. Small to large gravel. Drilled rough - used water | |
| From: 110 ft. to 120 ft. | brown clay with a few limerock sts | |
| From: 120 ft. to 149 ft. | sand fine to medium coarse loose - used water | |
| From: 149 ft. to 158 ft. | brown clay | |
| From: 158 ft. to 170 ft. | sand fine to med coarse. Small gravel. Loose - used water | |
| From: 170 ft. to 184 ft. | sand fine to med coarse. Small and a few med size gravel. Drilled hard from 170 feet to 174 feet. Used water | |
| From: 184 ft. to 193 ft. | brown clay | |
| From: 193 ft. to 215 ft. | sand fine to med coarse, very few small gravel. Loose - used water | |
| From: 215 ft. to 218 ft. | brown clay | |
| From: 218 ft. to 226 ft. | sand fine to med coarse. Very few small gravel. Loose - used water | |
| From: 226 ft. to 229 ft. | brown clay | |
| From: 229 ft. to 256 ft. | sand fine to med coarse, a few small gravel. Loose, used water | |
| From: 256 ft. to 260 ft. | brown clay with a few limerock sts | |
| From: 260 ft. to 270 ft. | sand fine to med coarse. Very few white rock sts. Loose - used water | |
| From: 270 ft. to 272 ft. | brown clay | |
| From: 272 ft. to 280 ft. | sand fine to med with a few coarse. Loose - used water | |
| From: 280 ft. to 320 ft. | sand fine to med coarse, a few small gravel. Loose, very few clay sts with a few white rock sts | |
| From: 320 ft. to 336 ft. | sand fine to med with a few coarse. Loose - used water | |
| From: 336 ft. to 372 ft. | brown clay with a few yellow clay st | |
| From: 372 ft. to 420 ft. | weather shale with a few hard ledges | |