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Specific Water Well Detail |
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| Location Info | |||
| Owner: Boyle, Arno | Status: Constructed | ||
| Location: T13S, R5E, Sec. 21, SE SE SW | County: Geary | ||
| Directions: from Junction City, 9 mi S on 77 Hwy to 157 Hwy, W 1 mi to Kickapoo Rd, 1.6 mi NW | |||
| Latitude: 38.8996636 | Longitude: -96.8823939 | Datum NAD 27 | |
| Latitude: 38.8996667 | Longitude: -96.8826833 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.8996667 | GPS Longitude: -96.8826833 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 160 ft. | Elevation: 1261 ft. | |
| Static Water Level: 80 ft. | Est. Yield: 4.5 gpm. | |
| Comp. Date: 24-Feb-2021 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Haldeman Well Drlg. & Pump | License #: 451 | |
| Scanned Form | |
| View scan of this form in PDF format. | |
You will need the Acrobat PDF Reader, available free from Adobe, to read this file. | |
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Chemical Sample Submitted?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: in. to 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: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: to ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 1 ft. | top soil | |
| From: 1 ft. to 7 ft. | limestone | |
| From: 7 ft. to 25 ft. | yellow shale | |
| From: 25 ft. to 29 ft. | limestone | |
| From: 29 ft. to 50 ft. | yellow shale | |
| From: 50 ft. to 52 ft. | limestone | |
| From: 52 ft. to 75 ft. | gray shale | |
| From: 75 ft. to 91 ft. | limestone | |
| From: 91 ft. to 134 ft. | brown shale | |
| From: 134 ft. to 146 ft. | limestone | |
| From: 146 ft. to 160 ft. | gray oily shale | |