|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Meyer, John Jason | Status: Constructed | ||
| Location: T23S, R33W, Sec. 3, SE SW SE | County: Finney | ||
| Directions: from Garden City, 6 mi NW | |||
| Latitude: 38.0773974 | Longitude: -100.9256153 | Datum NAD 27 | |
| Latitude: 38.0774206 | Longitude: -100.9260549 | 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: 265 ft. | Elevation: ft. | |
| Static Water Level: 132 ft. | Est. Yield: 1300 gpm. | |
| Comp. Date: 10-Oct-1978 | 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. | ||
|
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: 230 ft to 260 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 2 ft. | top soil | |
| From: 2 ft. to 13 ft. | brown sandy clay | |
| From: 13 ft. to 16 ft. | sand | |
| From: 16 ft. to 120 ft. | brown clay, fine sand with some gyp rock | |
| From: 120 ft. to 145 ft. | brown clay, a few small gravel to medium and gyp rock | |
| From: 145 ft. to 175 ft. | sand fine to med coarse and small gravel | |
| From: 175 ft. to 180 ft. | sand med coarse and small gravel, brown clay and gyp rock | |
| From: 180 ft. to 197 ft. | fine to medium coarse sand and small to medium gravel, loose | |
| From: 197 ft. to 205 ft. | brown clay | |
| From: 205 ft. to 220 ft. | fine-medium-coarse sand, small gravel with a few small clay streaks and a few tiny white rock | |
| From: 220 ft. to 230 ft. | brown clay, cemented medium-coarse sand, some lime rock | |
| From: 230 ft. to 240 ft. | fine to medium-coarse sand, small gravel, drilled firm to loose and ragged | |
| From: 240 ft. to 260 ft. | brown clay, broken white rock with medium-coarse sand, fairly loose | |
| From: 260 ft. to 273 ft. | yellow clay and soapstone | |
| From: 273 ft. to 280 ft. | shale | |