|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Haflich, Inc. | Status: Constructed | ||
| Location: T23S, R30W, Sec. 5, NW SE NE | County: Finney | ||
| Directions: from Kalvesta, 19 mi W and 1.5 mi N | |||
| Latitude: 38.0847771 | Longitude: -100.6307463 | Datum NAD 27 | |
| Latitude: 38.0847979 | Longitude: -100.6311752 | 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: 150 ft. | Elevation: ft. | |
| Static Water Level: 82 ft. | Est. Yield: 600 gpm. | |
| Comp. Date: 22-Aug-1986 | Well Use: Irrigation | |
| DWR Applic. #: 18553 | 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?:
Water Well disinfected?: | ||
| Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 138 ft after 4 hours pumping 645 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 150 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: Steel | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 94 ft to 150 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 10 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 12 ft. | brown clay | |
| From: 12 ft. to 20 ft. | brown clay, fine sand streaks | |
| From: 20 ft. to 30 ft. | brown clay | |
| From: 30 ft. to 40 ft. | white clay and gypsum | |
| From: 40 ft. to 50 ft. | brown clay and gypsum | |
| From: 50 ft. to 57 ft. | fine and coarse sand | |
| From: 57 ft. to 62 ft. | brown clay | |
| From: 62 ft. to 80 ft. | fine and coarse sand, cemented streaks and a few clay streaks | |
| From: 80 ft. to 90 ft. | fine and medium sand | |
| From: 90 ft. to 94 ft. | brown clay | |
| From: 94 ft. to 114 ft. | fine and coarse sand | |
| From: 114 ft. to 119 ft. | brown clay | |
| From: 119 ft. to 131 ft. | coarse sand, small gravel and small rock chips | |
| From: 131 ft. to 153 ft. | white and yellow shale | |
| From: 153 ft. to ft. | black shale | |