|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: J and J Developments, Inc. | Status: Constructed | ||
| Location: T10S, R8E, Sec. 18, NE NE SE | County: Riley | ||
| Directions: 100 Manhattan Town Center, Manhattan | |||
| Latitude: 39.1809675 | Longitude: -96.5588913 | Datum NAD 27 | |
| Latitude: 39.1809647 | Longitude: -96.5591715 | 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: 29.66 ft. | Elevation: 1011.74 ft. | |
| Static Water Level: 19.36 ft. | Est. Yield: gpm. | |
| Comp. Date: 15-Jul-2013 | 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 .3 ft. | asphalt | |
| From: .3 ft. to 5 ft. | black clayey fine sand | |
| From: 5 ft. to 20 ft. | tan fine sand | |
| From: 20 ft. to 29.9 ft. | tan coarse sand | |