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Specific Water Well Detail |
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| Location Info | |||
| Owner: U.S. Army Corps of Engineers | Status: Constructed | ||
| Location: T9S, R13E, Sec. 25, NE NW NW | County: Jackson | ||
| Directions: from Delia: 2 mi E, .5 mi N | |||
| Latitude: 39.2446961 | Longitude: -95.9200527 | Datum NAD 27 | |
| Latitude: 39.2446929 | Longitude: -95.9203197 | 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: 87 ft. | Elevation: ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 30-Aug-1999 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: BH 103 | |
| Driller Info | ||
| Driller: Terracon, Inc. | License #: 416 | |
| 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 .5 ft. | top soil | |
| From: .5 ft. to 5 ft. | brown and dark brown lean clay | |
| From: 5 ft. to 24 ft. | brown lean to fat clay with trace sand | |
| From: 24 ft. to 25.3 ft. | gray clayey shale | |
| From: 25.3 ft. to 25.7 ft. | gray limestone | |
| From: 35.7 ft. to 50.5 ft. | gray and dark gray shale | |
| From: 50.5 ft. to 70 ft. | maroon shale | |
| From: 70 ft. to 72 ft. | gray limestone | |
| From: 72 ft. to 74 ft. | gray and black silt | |
| From: 74 ft. to 87.8 ft. | gray sandstone | |
