|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: City of Manhattan | Status: Constructed | ||
| Location: T10S, R8E, Sec. 9, SW SE NW | County: Pottawatomie | ||
| Directions: .5 mi N, .5 mi E of intersection of Hwy 24 and Levee Dr | |||
| Latitude: 39.1976567 | Longitude: -96.5324621 | Datum NAD 27 | |
| Latitude: 39.1976537 | Longitude: -96.5327417 | 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: 78 ft. | Elevation: ft. | |
| Static Water Level: 22.5 ft. | Est. Yield: 700 gpm. | |
| Comp. Date: 24-Feb-2008 | Well Use: Test hole/well | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Layne-Christensen Co. | License #: 102 | |
| 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 2 ft. | top soil | |
| From: 2 ft. to 16.5 ft. | gray brown silty clay and sand | |
| From: 16.5 ft. to 29.5 ft. | brown medium-coarse sand and gravel | |
| From: 29.5 ft. to 30 ft. | gray silty clay | |
| From: 30 ft. to 34 ft. | brown fine-medium sand | |
| From: 34 ft. to 36 ft. | gray clay | |
| From: 36 ft. to 40 ft. | gray medium and coarse sand | |
| From: 40 ft. to 46 ft. | gray medium-coarse sand | |
| From: 46 ft. to 70 ft. | gray sand, gravel, and cobbles | |
| From: 70 ft. to 78 ft. | shale | |