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Specific Water Well Detail |
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| Location Info | |||
| Owner: Shepard, Jim | Status: Constructed | ||
| Location: T19S, R11E, Sec. 10, SE NE NE SW | County: Lyon | ||
| Directions: From 1102 Commercial, Emporia: 100' SW (KDHE ID: S&S Oil - Downtown; U3-056-14869) | |||
| Latitude: 38.4109348 | Longitude: -96.1800434 | Datum NAD 27 | |
| Latitude: 38.41095 | Longitude: -96.18032 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.41095 | GPS Longitude: -96.18032 | Datum WGS84 | |
| View well on interactive map This link will create a new window and display an interactive map of this well and its neighbors. | |||
| General Info | ||
| Well Depth: 45.5 ft. | Elevation: 1160.23 ft. | |
| Static Water Level: 35.59 ft. | Est. Yield: gpm. | |
| Comp. Date: 22-Mar-2017 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 6 | |
| Driller Info | ||
| Driller: Larsen and Associates, Inc. | License #: 757 | |
| Scanned Form | |
| View scan of this form in PDF format. | |
You will need the Acrobat PDF Reader, available free from Adobe, to read this file. | |
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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 .3 ft. | concrete | |
| From: .3 ft. to 15.5 ft. | silty clay | |
| From: 15.5 ft. to 17.5 ft. | chert gravel with clay | |
| From: 17.5 ft. to 20.5 ft. | silty clay with gravel and sand | |
| From: 20.5 ft. to 22 ft. | chert gravel with clay and sand | |
| From: 22 ft. to 38.5 ft. | clayey silt with sand grading to silt | |
| From: 38.5 ft. to 40 ft. | chert gravel with coarse sand | |
| From: 40 ft. to 45.5 ft. | shale | |