Specific Water Well Detail | ||
Location Info | |||
Owner: KDHE | Status: Constructed | ||
Location: T25S, R22W, Sec. 29, NW SE NE | County: Ford | ||
Directions: 400 N Main St, Spearville | |||
Latitude: 37.8500002 | Longitude: -99.7559419 | Datum NAD 27 | |
Latitude: 37.85002 | Longitude: -99.75635 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 37.85002 | GPS Longitude: -99.75635 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 107.35 ft. | Elevation: 2460.16 ft. | |
Static Water Level: ft. | Est. Yield: gpm. | |
Comp. Date: 17-Sep-2014 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: MW 5 |
Driller Info | ||
Driller: Larsen and Associates, Inc. | License #: 757 |
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 .3 ft. | concrete | |
From: .3 ft. to 20 ft. | light brown to brown silty clay | |
From: 20 ft. to 65 ft. | light brown to brown silty clay with trace caliche | |
From: 65 ft. to 74 ft. | light brown silty clay | |
From: 74 ft. to 80 ft. | light brown silty clay with white caliche | |
From: 80 ft. to 90 ft. | fine to medium sand | |
From: 90 ft. to 95 ft. | coarse tan sand | |
From: 95 ft. to 97 ft. | gray shale | |
From: 97 ft. to 106 ft. | tan limestone | |
From: 106 ft. to 107.6 ft. | gray shale |