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Specific Water Well Detail |
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| Location Info | |||
| Owner: Cragg, Charles | Status: Constructed | ||
| Location: T10S, R8E, Sec. 12, NE NW SE | County: Pottawatomie | ||
| Directions: from St George: 2.5 mi W | |||
| Latitude: 39.1955319 | Longitude: -96.4694686 | Datum NAD 27 | |
| Latitude: 39.195529 | Longitude: -96.4697468 | 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: 40 ft. | Elevation: ft. | |
| Static Water Level: 11 ft. | Est. Yield: 20 gpm. | |
| Comp. Date: 09-Aug-1983 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Strader Drilling Co., Inc. | License #: 182 | |
| 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: 23 ft to 33 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 6 ft. | top soil | |
| From: 6 ft. to 22 ft. | silty clay, brown | |
| From: 22 ft. to 30 ft. | fine sand, gray | |
| From: 30 ft. to 32 ft. | fine sand, coarse sand, medium gravel, gray | |
| From: 32 ft. to 40 ft. | shale, gray | |