Specific Water Well Detail | ||
Location Info | |||
Owner: Washburn, T.J. | Status: Constructed | ||
Location: T8S, R6E, Sec. 2, SW SW NW | County: Riley | ||
Directions: from Randolph: 3 mi S on 77, 2 mi E on Baldwin Park Rd, .25 mi S to driveway | |||
Latitude: 39.3868506 | Longitude: -96.7372472 | Datum NAD 27 | |
Latitude: 39.38685 | Longitude: -96.737533 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.38685 | GPS Longitude: -96.737533 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 160 ft. | Elevation: 1251 ft. | |
Static Water Level: 80 ft. | Est. Yield: .75 gpm. | |
Comp. Date: 29-Jun-2022 | 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. |
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 17 ft. | limestone | |
From: 17 ft. to 38 ft. | tan shale | |
From: 38 ft. to 42 ft. | limestone | |
From: 42 ft. to 48 ft. | gray shale | |
From: 48 ft. to 51 ft. | limestone | |
From: 51 ft. to 84 ft. | gray shale | |
From: 84 ft. to 96 ft. | limestone | |
From: 96 ft. to 128 ft. | brown shale | |
From: 128 ft. to 146 ft. | gray shale | |
From: 146 ft. to 155 ft. | limestone | |
From: 155 ft. to 160 ft. | dark gray oily shale |