|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Garden City Co. | Status: Constructed | ||
| Location: T23S, R34W, Sec. 21, SW SW NW | County: Finney | ||
| Directions: from Holcomb, 3 mi N and 2 mi W | |||
| Latitude: 38.0403814 | Longitude: -101.0645891 | Datum NAD 27 | |
| Latitude: 38.0404046 | Longitude: -101.0650332 | 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: 320 ft. | Elevation: ft. | |
| Static Water Level: 150 ft. | Est. Yield: 20 gpm. | |
| Comp. Date: 15-Nov-1987 | 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 320 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: 280 ft to 0 ft
From: 0 ft to 0 ft From: 320 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 5 to 25 ft
From: 200 to 205 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Septic Tank | ||
| 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 57 ft. | brown sandy clay | |
| From: 57 ft. to 72 ft. | sand, fine to medium, small gravel | |
| From: 72 ft. to 86 ft. | gray sandy clay | |
| From: 86 ft. to 93 ft. | sand, fine to medium, small gravel | |
| From: 93 ft. to 112 ft. | brown sandy clay | |
| From: 112 ft. to 120 ft. | sand, fine to medium, coarse with gravel | |
| From: 120 ft. to 130 ft. | brown sandy clay | |
| From: 130 ft. to 135 ft. | fine to medium coarse sand and small gravel | |
| From: 135 ft. to 210 ft. | brown sandy clay with fine sand streaks | |
| From: 210 ft. to 242 ft. | sand, fine to medium, coarse and cement ledges | |
| From: 242 ft. to 247 ft. | tan clay and sand fine | |
| From: 247 ft. to 260 ft. | sand, fine to medium, and coarse | |
| From: 260 ft. to 272 ft. | sand, fine and small and clay streaks | |
| From: 272 ft. to 280 ft. | sand, fine and small limerock ledges and sandy clay - drills firm | |
| From: 280 ft. to 292 ft. | sand, fine and small and sandy clay | |
| From: 292 ft. to 312 ft. | brown sandy clay and fine sand streaks | |
| From: 312 ft. to 320 ft. | sand, fine to medium, coarse and with few small white rock | |
| From: 320 ft. to 327 ft. | limestone and soapstone | |
| From: 327 ft. to 329 ft. | weathered shale | |