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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 SW SE | County: Smith | ||
| Directions: NE corner of the Junction of Hwy 9 and 7th St, Gaylord | |||
| Latitude: 39.6411406 | Longitude: -98.8471535 | Datum NAD 27 | |
| Latitude: 39.6411517 | Longitude: -98.8475092 | 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: 29 ft. | Elevation: 1593.33 ft. | |
| Static Water Level: 28.29 ft. | Est. Yield: gpm. | |
| Comp. Date: 19-Mar-2003 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 15 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 2.5 ft. | clayey silt, brown, soft, moist to slightly moist, no odor | |
| From: 2.5 ft. to 6 ft. | silty clay, brown, very firm, slightly moist to dry, slight to no plasticity, no odor | |
| From: 6 ft. to 12.5 ft. | silt, light brown, dry, soft, very slightly clayey, no odor | |
| From: 12.5 ft. to 18 ft. | clay, brown, firm, moist, some silt, medium to high plasticity, no odor, some iron staining | |
| From: 18 ft. to 29 ft. | clay, brown, soft, very moist to wet at 21 feet, high plasticity, some iron staining, no odor | |
