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Specific Water Well Detail |
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| Location Info | |||
| Owner: Andes, Raymond | Status: Constructed | ||
| Location: T32S, R4E, Sec. 29, NW NW NW | County: Cowley | ||
| Directions: 808 Broad St, Winfield - W side addition to Winfileld - Lot 6, Block 18 - from W 9th St: 172' N on Broad St | |||
| Latitude: 37.2442977 | Longitude: -97.0220103 | Datum NAD 27 | |
| Latitude: 37.2443238 | Longitude: -97.0223251 | 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: 80 ft. | Elevation: ft. | |
| Static Water Level: 51 ft. | Est. Yield: 10 gpm. | |
| Comp. Date: 22-Dec-1976 | Well Use: Domestic, Lawn and Garden | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Ronal Heffron Drilling | License #: 113 | |
| 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?: 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: 10 ft to 80 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 5 ft. | top soil | |
| From: 5 ft. to 10 ft. | red clay | |
| From: 10 ft. to 30 ft. | limestone | |
| From: 30 ft. to 80 ft. | blue shale | |