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Specific Water Well Detail |
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| Location Info | |||
| Owner: Quigley, Randy | Status: Constructed | ||
| Location: T11S, R5E, Sec. 9, NE SW NW | County: Geary | ||
| Directions: from Milford: 1 mi E to 77 Hwy, 7 mi S to 57 Hwy, .5 mi to Eagle Ridge, .25 mi N | |||
| Latitude: 39.1129371 | Longitude: -96.8843632 | Datum NAD 27 | |
| Latitude: 39.1129343 | Longitude: -96.8846514 | 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: 50 ft. | Est. Yield: 2 gpm. | |
| Comp. Date: 23-Jun-2004 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Haldeman Well Drilling & Pump Service | License #: 451 | |
| 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. | |
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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 38 ft. | brown clay | |
| From: 38 ft. to 45 ft. | limestone | |
| From: 45 ft. to 61 ft. | brown clay | |
| From: 61 ft. to 68 ft. | limestone | |
| From: 68 ft. to 75 ft. | brown shale | |
| From: 75 ft. to 88 ft. | limestone | |
| From: 88 ft. to 108 ft. | gray oily shale | |
| From: 108 ft. to 120 ft. | limestone | |