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Specific Water Well Detail |
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| Location Info | |||
| Owner: Raytheon Corp | Status: Constructed | ||
| Location: T15S, R6E, Sec. 31, NE SW SW | County: Morris | ||
| Directions: Tri County Airport, Herington | |||
| Latitude: 38.6986694 | Longitude: -96.8125582 | Datum NAD 27 | |
| Latitude: 38.6986764 | Longitude: -96.8128466 | 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: 82.8 ft. | Elevation: ft. | |
| Static Water Level: 79.49 ft. | Est. Yield: gpm. | |
| Comp. Date: 01-Nov-2001 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 8 A | |
| Driller Info | ||
| Driller: Aquadrill, Inc. | License #: 570 | |
| 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 4.8 ft. | silty clay | |
| From: 4.8 ft. to 7 ft. | weathered limestone | |
| From: 7 ft. to 9.5 ft. | shale | |
| From: 9.5 ft. to 16 ft. | limestone | |
| From: 16 ft. to 25.5 ft. | shale | |
| From: 25.5 ft. to 26.5 ft. | limestone | |
| From: 26.5 ft. to 44 ft. | shale | |
| From: 44 ft. to 49 ft. | limestone | |
| From: 49 ft. to 50 ft. | shale | |
| From: 50 ft. to 72 ft. | limestone | |
| From: 72 ft. to 77.8 ft. | shale | |
| From: 77.8 ft. to 81.3 ft. | limestone | |
| From: 81.3 ft. to 82.8 ft. | shale | |
