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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, NW NW SW NE | County: Pottawatomie | ||
| Directions: from St. George: 1 mi N, 1.50 mi E | |||
| Latitude: 39.213657 | Longitude: -96.397849 | Datum NAD 27 | |
| Latitude: 39.2136527 | Longitude: -96.3981217 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.213657 | GPS Longitude: -96.397849 | Datum NAD27 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 216 ft. | Elevation: ft. | |
| Static Water Level: 116 ft. | Est. Yield: gpm. | |
| Comp. Date: 09-Aug-2017 | Well Use: Test Hole, Cased | |
| DWR Applic. #: | Other ID: TW 9 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 2 ft. | top soil | |
| From: 2 ft. to 15 ft. | fine to coarse sand | |
| From: 15 ft. to 20 ft. | sandy clay, brown | |
| From: 20 ft. to 48 ft. | very fine to fine sand | |
| From: 48 ft. to 95 ft. | sandy clay, gray | |
| From: 95 ft. to 155 ft. | very fine to fine sand | |
| From: 155 ft. to 196 ft. | medium to very fine sand | |
| From: 196 ft. to 206 ft. | very fine to fine sand, silty | |
| From: 206 ft. to 215 ft. | very fine to coarse sand | |