|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Goodyear, Ken | Status: Constructed | ||
| Location: T11S, R7E, Sec. 3, NW NW SE | County: Riley | ||
| Directions: from Manhattan: 5.5 mi SW on McDowell Creek, 2.5 mi W of gravel | |||
| Latitude: 39.1230514 | Longitude: -96.6421428 | Datum NAD 27 | |
| Latitude: 39.123049 | Longitude: -96.642425 | 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: 120 ft. | Elevation: ft. | |
| Static Water Level: 70 ft. | Est. Yield: 4 gpm. | |
| Comp. Date: 12-Jul-2000 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Craig Haldeman Well Drilling & Pump Service | License #: 451 | |
| Scanned Form | View scan |
|
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 1 ft. | top soil | |
| From: 1 ft. to 9 ft. | yellow shale | |
| From: 9 ft. to 22 ft. | greenish shale | |
| From: 22 ft. to 37 ft. | brown shale | |
| From: 37 ft. to 41 ft. | limestone | |
| From: 41 ft. to 46 ft. | brown shale | |
| From: 46 ft. to 57 ft. | limestone | |
| From: 57 ft. to 66 ft. | yellow shale | |
| From: 66 ft. to 75 ft. | gray shale | |
| From: 75 ft. to 82 ft. | limestone | |
| From: 82 ft. to 96 ft. | brown shale | |
| From: 96 ft. to 108 ft. | limestone | |
| From: 108 ft. to 120 ft. | gray oily shale | |
