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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of St. George | Status: Constructed | ||
| Location: T10S, R9E, Sec. 3, SW SW SW SE | County: Pottawatomie | ||
| Directions: From St. George: 1 mi N, 1.5 mi E | |||
| Latitude: 39.203082 | Longitude: -96.397949 | Datum NAD 27 | |
| Latitude: 39.2030766 | Longitude: -96.3982255 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.203082 | GPS Longitude: -96.397949 | Datum NAD27 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 98 ft. | Elevation: ft. | |
| Static Water Level: 56.3 ft. | Est. Yield: gpm. | |
| Comp. Date: 08-Jun-2017 | Well Use: Test Hole, Cased | |
| DWR Applic. #: | Other ID: TH 1-17 | |
| Driller Info | ||
| Driller: Clarke Well and Equipment, Inc. | License #: 185 | |
| 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 9 ft. | fine to very fine sand | |
| From: 9 ft. to 20 ft. | clay, brown, with sand | |
| From: 20 ft. to 30 ft. | clay, gray brown, with fine sand | |
| From: 30 ft. to 41 ft. | clay, gray brown, with coarse to very fine sand, loose | |
| From: 41 ft. to 90 ft. | very fine sand with clay streaks | |
| From: 90 ft. to 91 ft. | sand, cement, hard | |
| From: 91 ft. to 94 ft. | sand | |
| From: 94 ft. to 96 ft. | shale, gray green, with limestone | |