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Specific Water Well Detail |
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| Location Info | |||
| Owner: Dave Felsburg Shop | Status: Constructed | ||
| Location: T5S, R14W, Sec. 1, SE NW SE | County: Smith | ||
| Directions: NE corner of the Junction of Hwy 9 and 7th St, Gaylord | |||
| Latitude: 39.6447835 | Longitude: -98.8471475 | Datum NAD 27 | |
| Latitude: 39.6447947 | Longitude: -98.8475033 | 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: 30 ft. | Elevation: 1595.55 ft. | |
| Static Water Level: 22.65 ft. | Est. Yield: gpm. | |
| Comp. Date: 18-Mar-2003 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 13 S | |
| Driller Info | ||
| Driller: Jay C. Woofter Pump & Well, Inc. | License #: 554 | |
| Scanned Form | View scan |
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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 7.5 ft. | silt, brown, dry, small veins of white caliche, no odor | |
| From: 7.5 ft. to 17.5 ft. | silt, brown, dry, small veins of white caliche, no odor | |
| From: 17.5 ft. to 30 ft. | silty clay, brown, very moist, soft/high plasticity, no odor | |
