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Specific Water Well Detail |
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| Location Info | |||
| Owner: Dodge City Coop | Status: Constructed | ||
| Location: T18S, R26W, Sec. 33, NE NW SE | County: Ness | ||
| Directions: 101 S Main, Beeler | |||
| Latitude: 38.4425424 | Longitude: -100.1967462 | Datum NAD 27 | |
| Latitude: 38.4425588 | Longitude: -100.1971569 | 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: 50 ft. | Elevation: ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 15-Dec-2006 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 11 GW 1 | |
| Driller Info | ||
| Driller: Jay C. Woofter Pump & Well, Inc. | License #: 554 | |
| 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 8 ft. | clay, with silt, light brown, firm | |
| From: 8 ft. to 11 ft. | silt, clayey, brown, medium stiff | |
| From: 11 ft. to 20 ft. | silt, with clay, brown, medium stiff | |
| From: 20 ft. to 21 ft. | silt, clayey, brown, medium stiff | |
| From: 21 ft. to 39 ft. | silt, sandy/clayey, brown, medium stiff | |
| From: 39 ft. to 49 ft. | sand, silty/gravely, brown | |
| From: 49 ft. to 50 ft. | shale, brown, hard | |