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Specific Water Well Detail |
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| Location Info | |||
| Owner: Whiti, Byron | Status: Constructed | ||
| Location: T8S, R6E, Sec. 3, SE NE NE | County: Riley | ||
| Directions: from Randolph: S 2.5 mi to Baldwin Park Rd, 1 mi E, Property on S | |||
| Latitude: 39.3942499 | Longitude: -96.7417098 | Datum NAD 27 | |
| Latitude: 39.39425 | Longitude: -96.742 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.39425 | GPS Longitude: -96.742 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 160 ft. | Elevation: 1241 ft. | |
| Static Water Level: 83 ft. | Est. Yield: 1.5 gpm. | |
| Comp. Date: 01-Nov-2019 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Haldeman Well Drlg. & Pump | 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 2 ft. | brown clay | |
| From: 2 ft. to 6 ft. | yellow shale | |
| From: 6 ft. to 21 ft. | limestone | |
| From: 21 ft. to 52 ft. | yellow shale | |
| From: 52 ft. to 57 ft. | limestone | |
| From: 57 ft. to 83 ft. | greenish shale | |
| From: 83 ft. to 102 ft. | limestone | |
| From: 102 ft. to 126 ft. | brown shale | |
| From: 126 ft. to 130 ft. | limestone | |
| From: 130 ft. to 160 ft. | gray oily shale | |