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Specific Water Well Detail |
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| Location Info | |||
| Owner: U.S. EPA | Status: Constructed | ||
| Location: T15S, R5E, Sec. 23, NE NW SE | County: Morris | ||
| Directions: Tri-County Airport Vicinity, Herington | |||
| Latitude: 38.7314673 | Longitude: -96.8401989 | Datum NAD 27 | |
| Latitude: 38.7314733 | Longitude: -96.8404876 | 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: 76 ft. | Elevation: 1452 ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 23 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 6.2 ft. | silty clay | |
| From: 6.2 ft. to 10 ft. | weathered limestone | |
| From: 10 ft. to 23 ft. | shale | |
| From: 23 ft. to 24.3 ft. | limestone | |
| From: 24.3 ft. to 39 ft. | shale | |
| From: 39 ft. to 61 ft. | limestone | |
| From: 61 ft. to 71.5 ft. | shale | |
| From: 71.5 ft. to 76 ft. | limestone | |
