|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Crowley, James | Status: Constructed | ||
| Location: T23S, R32W, Sec. 34, NW NE SE | County: Finney | ||
| Directions: from Garden City, 1.5 mi E and 1.5 mi N | |||
| Latitude: 38.0101228 | Longitude: -100.8138872 | Datum NAD 27 | |
| Latitude: 38.0101451 | Longitude: -100.8143239 | 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: 260 ft. | Elevation: ft. | |
| Static Water Level: 90 ft. | Est. Yield: 25 gpm. | |
| Comp. Date: 28-May-1986 | 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: 5 in. to 260 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: 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: Neat cement | From: 0 to 10 ft
From: 210 to 215 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| 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 74 ft. | brown sandy clay, caliche | |
| From: 74 ft. to 78 ft. | sand, fine to medium, and coarse | |
| From: 78 ft. to 95 ft. | sandy clay and limerock | |
| From: 95 ft. to 172 ft. | sand fine to medium, coarse and clay streaks | |
| From: 172 ft. to 190 ft. | brown sandy clay and limerock stks | |
| From: 190 ft. to 194 ft. | sand fine to medium | |
| From: 194 ft. to 196 ft. | limerock (hard) | |
| From: 196 ft. to 199 ft. | sand fine to medium, and coarse | |
| From: 199 ft. to 236 ft. | brown sandy clay | |
| From: 236 ft. to 246 ft. | sand fine to medium, coarse, and few small gravel and white rock | |
| From: 246 ft. to 258 ft. | sand fine to medium, coarse and small gravel and white rock | |
| From: 258 ft. to 265 ft. | brown clay | |
| From: 265 ft. to 270 ft. | soapstone | |