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Specific Water Well Detail |
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| Location Info | |||
| Owner: Poe, J.C. | Status: Constructed | ||
| Location: T12S, R5E, Sec. 16, SE NW NW | County: Geary | ||
| Directions: from Junction City; 1 mi W on 18 to Spring Valley Rd, 1 mi to Liberty Hall Rd, 1 mi to Plains Dr | |||
| Latitude: 39.0129665 | Longitude: -96.8873244 | Datum NAD 27 | |
| Latitude: 39.0129649 | Longitude: -96.8876125 | 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: 100 ft. | Elevation: ft. | |
| Static Water Level: 45 ft. | Est. Yield: 10 gpm. | |
| Comp. Date: 10-Jul-1995 | 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. | ||
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Chemical Sample Submitted?: No
Water Well disinfected?: | ||
| Ground water encountered: 45 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 80 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: 80 ft to 100 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: Lateral lines | ||
| Direction from well: SE | Distance: 110 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 16 ft. | brown sandy clay | |
| From: 16 ft. to 22 ft. | yellow shale | |
| From: 22 ft. to 27 ft. | limestone | |
| From: 27 ft. to 46 ft. | yellow shale | |
| From: 46 ft. to 52 ft. | limestone | |
| From: 52 ft. to 64 ft. | yellow shale | |
| From: 64 ft. to 78 ft. | limestone | |
| From: 78 ft. to 85 ft. | yellow shale | |
| From: 85 ft. to 89 ft. | limestone | |
| From: 89 ft. to 92 ft. | gray shale | |
| From: 92 ft. to 94 ft. | limestone and flint | |
| From: 94 ft. to 100 ft. | gray dark oily shale | |