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Specific Water Well Detail |
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| Location Info | |||
| Owner: Hambleton, Rodney L. | Status: Constructed | ||
| Location: T31S, R19E, Sec. 30, NW NW NW | County: Labette | ||
| Directions: from Parsons: 5 mi W on Hwy 160, 1.25 mi S, E side of rd | |||
| Latitude: 37.3242384 | Longitude: -95.375793 | Datum NAD 27 | |
| Latitude: 37.3243008 | Longitude: -95.3760463 | 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: 98 ft. | Elevation: ft. | |
| Static Water Level: 12 ft. | Est. Yield: 1.25 gpm. | |
| Comp. Date: 15-May-1990 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Kenneth Callier Water Well Service | License #: 501 | |
| 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: 28 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: 6 in. to 98 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: 30 ft to 50 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 22 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Septic Tank | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 15 ft. | silt | |
| From: 15 ft. to 22 ft. | limestone | |
| From: 22 ft. to 98 ft. | clay | |