Specific Water Well Detail | ||
Location Info | |||
Owner: Davidson Grain Elevator | Status: Constructed | ||
Location: T24S, R16W, Sec. 20, NE SE NE | County: Edwards | ||
Directions: SE corner of Campbell and Hwy 19 | |||
Latitude: 37.951786 | Longitude: -99.0963751 | Datum NAD 27 | |
Latitude: 37.9518016 | Longitude: -99.0967574 | 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: 34 ft. | Elevation: ft. | |
Static Water Level: 29 ft. | Est. Yield: gpm. | |
Comp. Date: 14-Mar-1990 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Layne-Christensen Co. | License #: 102 |
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?: No
Water Well disinfected?: | ||
Ground water encountered: 29 ft. , 0 ft. , 0 ft. | ||
Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: |
Diam: 2 in. to 24 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Saw cut | |
Screen-perforated intervals | From: 24 ft to 34 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
Gravel pack intervals | From: ft to ft |
Grout Info | ||
Grout used: | From: 0 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft |
Source of Possible Contamination | ||
Source: Fertilizer storage | ||
Direction from well: | Distance: 0 ft |
Lithologic Log
(Log data entered by KGS.) | ||
From: 0 ft. to 7 ft. | gray/brown loamy top soil | |
From: 7 ft. to 14.5 ft. | brown sand, fine | |
From: 14.5 ft. to 17 ft. | gray/brown sandy clay | |
From: 17 ft. to 27 ft. | brown sand, fine | |
From: 27 ft. to 34 ft. | gray/brown sandy clay |