|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Welsh, Joe | Status: Constructed | ||
| Location: T11S, R3E, Sec. 8, SW SW SW | County: Dickinson | ||
| Directions: From Junction City go 16 miles west on 18 to HWY 15, 5.5 miles north on HWY 15 | |||
| Latitude: 39.1056999 | Longitude: -97.1285989 | Datum NAD 27 | |
| Latitude: 39.1056964 | Longitude: -97.1288944 | 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: 120 ft. | Elevation: ft. | |
| Static Water Level: 80 ft. | Est. Yield: 20 gpm. | |
| Comp. Date: 20-May-1992 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Craig Haldeman Well Drilling & Pump Service | License #: 451 | |
| 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: 92 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 100 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: 100 ft to 120 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 25 ft
From: 0 to 0 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 1 ft. | top soil | |
| From: 1 ft. to 6 ft. | brown clay | |
| From: 6 ft. to 9 ft. | limestone | |
| From: 9 ft. to 14 ft. | brown shale | |
| From: 14 ft. to 30 ft. | greenish shale | |
| From: 30 ft. to 47 ft. | brown shale | |
| From: 47 ft. to 61 ft. | limestone | |
| From: 61 ft. to 72 ft. | greenish shale | |
| From: 72 ft. to 74 ft. | limestone | |
| From: 74 ft. to 82 ft. | gray shale | |
| From: 82 ft. to 85 ft. | limestone | |
| From: 85 ft. to 92 ft. | brown shale | |
| From: 92 ft. to 95 ft. | limestone | |
| From: 95 ft. to 106 ft. | brown shale | |
| From: 106 ft. to 110 ft. | limestone | |
| From: 110 ft. to 116 ft. | brown shale | |
| From: 116 ft. to 120 ft. | limestone | |