|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Strackejohn, Lawrence | Status: Constructed | ||
| Location: T26S, R32W, Sec. 6, SW SW SW | County: Finney | ||
| Directions: from Plymell: 0.13 mi E, N side | |||
| Latitude: 37.8108256 | Longitude: -100.8691132 | Datum NAD 27 | |
| Latitude: 37.8108492 | Longitude: -100.8695544 | 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: 360 ft. | Elevation: ft. | |
| Static Water Level: 120 ft. | Est. Yield: 25 gpm. | |
| Comp. Date: 30-Oct-1984 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| 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: PVC
Casing Joints: |
Diam: 6 in. to 360 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: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 285 ft to 315 ft
From: 0 ft to 0 ft From: 335 ft to 360 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Neat cement | From: 0 to 10 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Livestock pens | ||
| 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 29 ft. | brown sandy clay caliche | |
| From: 29 ft. to 45 ft. | sand fine to medium, small to large gravel | |
| From: 45 ft. to 60 ft. | brown sandy clay limerock | |
| From: 60 ft. to 76 ft. | sand fine to medium small to medium gravel | |
| From: 76 ft. to 100 ft. | brown sandy clay and limerock | |
| From: 100 ft. to 106 ft. | sand fine to medium small gravel | |
| From: 106 ft. to 140 ft. | brown clay | |
| From: 140 ft. to 160 ft. | sand fine to medium coarse small gravel | |
| From: 160 ft. to 170 ft. | brown clay and limerock | |
| From: 170 ft. to 174 ft. | sand fine to medium coarse | |
| From: 174 ft. to 200 ft. | brown clay | |
| From: 200 ft. to 260 ft. | brown sandy clay and sand fine small | |
| From: 260 ft. to 280 ft. | sand fine to medium, coarse, small gravel | |
| From: 280 ft. to 293 ft. | sand fine to medium, coarse, small to medium gravel | |
| From: 293 ft. to 300 ft. | brown clay limerock | |
| From: 300 ft. to 317 ft. | sand fine to medium coarse small gravel | |
| From: 317 ft. to 336 ft. | brown sandy clay and few fine sand streaks | |
| From: 336 ft. to 360 ft. | sand fine to medium coarse small gravel | |
| From: 360 ft. to 365 ft. | brown clay | |