|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Jameson Brothers | Status: Constructed | ||
| Location: T24S, R32W, Sec. 21, NW NW NW | County: Finney | ||
| Directions: from Garden City, 0.25 mi SE | |||
| Latitude: 37.9595787 | Longitude: -100.8455917 | Datum NAD 27 | |
| Latitude: 37.9596017 | Longitude: -100.8460304 | 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: 248 ft. | Elevation: ft. | |
| Static Water Level: 40 ft. | Est. Yield: 25 gpm. | |
| Comp. Date: 09-Feb-1985 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Hydro Res. Mid Continent #145 | 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: 5 in. to 248 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: 218 ft to 248 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: 198 to 210 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 6 ft. | brown clay | |
| From: 6 ft. to 46 ft. | sand fine to medium, small to large gravel | |
| From: 46 ft. to 58 ft. | brown sandy clay and caliche | |
| From: 58 ft. to 70 ft. | sand fine to medium, small to medium gravel | |
| From: 70 ft. to 75 ft. | brown sandy clay | |
| From: 75 ft. to 90 ft. | sand fine to medium, coarse small | |
| From: 90 ft. to 100 ft. | brown sandy clay | |
| From: 100 ft. to 107 ft. | sand fine to medium, coarse | |
| From: 107 ft. to 126 ft. | brown sandy clay | |
| From: 126 ft. to 132 ft. | sand fine to medium, coarse, small gravel | |
| From: 132 ft. to 137 ft. | brown sandy clay | |
| From: 137 ft. to 165 ft. | sand fine to medium, coarse, small gravel | |
| From: 165 ft. to 178 ft. | brown clay | |
| From: 178 ft. to 194 ft. | sand fine to medium, coarse | |
| From: 194 ft. to 220 ft. | brown clay limerock | |
| From: 220 ft. to 232 ft. | sand fine to medium, coarse, small to medium, gravel white and tan rock | |
| From: 232 ft. to 248 ft. | sand fine to medium, coarse, few small white rock | |
| From: 248 ft. to 265 ft. | brown sandy clay | |
| From: 265 ft. to 277 ft. | soapstone | |
| From: 277 ft. to 280 ft. | weathered shale | |