|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Garden City Co. | Status: Constructed | ||
| Location: T23S, R33W, Sec. 30, SW SW NW | County: Finney | ||
| Directions: 3 mi N of Holcomb | |||
| Latitude: 38.0262563 | Longitude: -100.9916386 | Datum NAD 27 | |
| Latitude: 38.0262804 | Longitude: -100.992082 | 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: 283 ft. | Elevation: ft. | |
| Static Water Level: 175 ft. | Est. Yield: 20 gpm. | |
| Comp. Date: 28-Apr-1978 | 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:
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: 223 ft to 283 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 50 ft. | brown clay - sticky | |
| From: 50 ft. to 54 ft. | sand fine to med coarse | |
| From: 54 ft. to 140 ft. | brown clay - sticky | |
| From: 140 ft. to 192 ft. | brown clay with a few limerock sts. Very few sand streaks | |
| From: 192 ft. to 200 ft. | sand fine to med coarse with a few small gravel. Loose - used water | |
| From: 200 ft. to 215 ft. | sand fine to med coarse with a few cemented sts. Loose - used water | |
| From: 215 ft. to 219 ft. | brown clay and a few limerock | |
| From: 219 ft. to 240 ft. | sand fine to med coarse and small gravel. Loose - used water | |
| From: 240 ft. to 252 ft. | sand fine to med coarse and a few small gravel. Loose - used water. Also had a few white rock sts. | |
| From: 252 ft. to 266 ft. | brown clay with a few limerock sts. | |
| From: 266 ft. to 280 ft. | sand fine to med coarse with very few white rock sts. Loose - used water | |
| From: 280 ft. to 290 ft. | brown clay, a few limerock sts and very few sand streaks | |
| From: 290 ft. to 298 ft. | yellow clay and limerock - drilled very hard | |
| From: 298 ft. to 300 ft. | hard shale | |