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Specific Water Well Detail |
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| Location Info | |||
| Owner: U.S. Army Corps of Engineers | Status: Constructed | ||
| Location: T14S, R23E, Sec. 17, NW NW NW | County: Johnson | ||
| Directions: 300 feet NW of Executive Beechcraft, One Aero Plaza, New Century | |||
| Latitude: 38.8391022 | Longitude: -94.8888869 | Datum NAD 27 | |
| Latitude: 38.8391094 | Longitude: -94.8891284 | 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: 24.7 ft. | Elevation: 1085 ft. | |
| Static Water Level: 5.76 ft. | Est. Yield: gpm. | |
| Comp. Date: 01-Sep-1998 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 9D-04 | |
| Driller Info | ||
| Driller: Woodward-Clyde International | License #: 399 | |
| 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 ft. | lean clay | |
| From: 2 ft. to 11.6 ft. | fat clay, hard, moist, light brown and light gray, slickensided | |
| From: 11.6 ft. to 15.3 ft. | limestone, light brown to light gray, medium bedded, broken, moderately weathered to fresh | |
| From: 15.3 ft. to 16.9 ft. | shale, brownish yellow, laminated, soft, severely weathered | |
| From: 16.9 ft. to 24.7 ft. | limestone, medium gray to light gray, medium bedded, hard, broken to blocky, slightly weathered and fresh | |
