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Specific Water Well Detail |
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| Location Info | |||
| Owner: McKee, Michelle | Status: Constructed | ||
| Location: T29S, R2E, Sec. 32, NW SE SE SW | County: Sedgwick | ||
| Directions: 532 Emery, Mulvane | |||
| Latitude: 37.4771439 | Longitude: -97.2368216 | Datum NAD 27 | |
| Latitude: 37.477165 | Longitude: -97.237145 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.477165 | GPS Longitude: -97.237145 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 38 ft. | Elevation: ft. | |
| Static Water Level: 20 ft. | Est. Yield: 30 gpm. | |
| Comp. Date: 13-Jun-1987 | Well Use: Domestic, Lawn and Garden | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Ralph S. Metzger Well Digger Drilling | License #: 437 | |
| 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: 20 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 22 ft after 2 hours pumping 20 gpm | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: |
Diam: 5 in. to 22 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: Saw cut | |
| Screen-perforated intervals | From: 22 ft to 38 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Neat cement | From: 3 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 3 ft. | surface soil | |
| From: 3 ft. to 18 ft. | clay | |
| From: 18 ft. to 24 ft. | fine sand | |
| From: 24 ft. to 32 ft. | coarse sand | |
| From: 32 ft. to 38 ft. | coarse sand and small gravel | |