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Specific Water Well Detail |
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| Location Info | |||
| Owner: Stage Stop Ventures | Status: Constructed | ||
| Location: T8S, R39W, Sec. 29, SW NE SE NE | County: Sherman | ||
| Directions: 1802 Sandy Dr, Goodland | |||
| Latitude: 39.3317732 | Longitude: -101.6899969 | Datum NAD 27 | |
| Latitude: 39.3317735 | Longitude: -101.6904463 | 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: 215 ft. | Elevation: 3664.3 ft. | |
| Static Water Level: 186.08 ft. | Est. Yield: gpm. | |
| Comp. Date: 28-Mar-2005 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 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 40 ft. | Silt and trace sand | |
| From: 40 ft. to 50 ft. | Silty clay with trace caliche | |
| From: 50 ft. to 110 ft. | Sand with gravel and trace caliche | |
| From: 110 ft. to 140 ft. | Sand with clay and caliche | |
| From: 140 ft. to 170 ft. | Sand with gravel and silty clay | |
| From: 170 ft. to 215 ft. | Sandy clay with sand, medium to coarse | |