|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Hoover, Donald | Status: Constructed | ||
| Location: T12S, R15E, Sec. 10, NE NE NE | County: Shawnee | ||
| Directions: from 4220 SW 21st, Topeka: 230' SE | |||
| Latitude: 39.0285788 | Longitude: -95.7257973 | Datum NAD 27 | |
| Latitude: 39.0285794 | Longitude: -95.726058 | 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: 24.41 ft. | Elevation: 955.22 ft. | |
| Static Water Level: 12.31 ft. | Est. Yield: gpm. | |
| Comp. Date: 19-Nov-2014 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 10 | |
| 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 3 ft. | brown top soil | |
| From: 3 ft. to 5 ft. | light brown clay | |
| From: 5 ft. to 10 ft. | light brown silty clay | |
| From: 10 ft. to 15 ft. | light gray sandy silt | |
| From: 15 ft. to 20 ft. | tan sandy silt | |
| From: 20 ft. to 20.5 ft. | light brown silty clay | |
| From: 20.5 ft. to 22 ft. | highly weathered limestone | |
| From: 22 ft. to 24.9 ft. | highly weathered gray shale | |