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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Hays | Status: Constructed | ||
| Location: T15S, R18W, Sec. 29, NE SE SE | County: Ellis | ||
| Directions: .25 mi N, .06 mi W of Schoenchen Rd and 240th | |||
| Latitude: 38.7141875 | Longitude: -99.3393187 | Datum NAD 27 | |
| Latitude: 38.7142001 | Longitude: -99.339701 | 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: 59 ft. | Elevation: ft. | |
| Static Water Level: 15 ft. | Est. Yield: gpm. | |
| Comp. Date: 09-Apr-2010 | Well Use: Public Water Supply | |
| DWR Applic. #: | Other ID: S-20 | |
| Driller Info | ||
| Driller: Layne-Christensen Co. | License #: 102 | |
| 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 1 ft. | top soil | |
| From: 1 ft. to 6 ft. | brown silty clay | |
| From: 6 ft. to 13 ft. | brown fine to medium sand and gravel | |
| From: 13 ft. to 27 ft. | brown medium to coarse sand with cobbles | |
| From: 27 ft. to 41 ft. | gray brown coarse sand with cobbles | |
| From: 41 ft. to 59 ft. | gray medium to coarse sand with clay and cobbles | |
| From: 59 ft. to 60 ft. | gray shale | |