|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: KDHE | Status: Constructed | ||
| Location: T10S, R24E, Sec. 35, NE NE NE NE | County: Wyandotte | ||
| Directions: from SW corner of Leavenworth Rd and 51st St: 290' SW (U4-105-15057) | |||
| Latitude: 39.1724464 | Longitude: -94.6972107 | Datum NAD 27 | |
| Latitude: 39.17245 | Longitude: -94.69745 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.17245 | GPS Longitude: -94.69745 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 13.5 ft. | Elevation: 943.74 ft. | |
| Static Water Level: 4.17 ft. | Est. Yield: gpm. | |
| Comp. Date: 02-May-2019 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 9 | |
| 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. | |
|
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 ft. | gravel with silty clay | |
| From: .4 ft. to 9 ft. | silty clay | |
| From: 9 ft. to 13.5 ft. | silty clay and weathered shale | |