Specific Water Well Detail | ||
Location Info | |||
Owner: Beam, Daryl | Status: Constructed | ||
Location: T13S, R18W, Sec. 34, SE NW SE | County: Ellis | ||
Directions: 2212 Haney, Hays | |||
Latitude: 38.8754983 | Longitude: -99.304735 | Datum NAD 27 | |
Latitude: 38.87551 | Longitude: -99.3051156 | 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: 63 ft. | Elevation: ft. | |
Static Water Level: 28 ft. | Est. Yield: 8 gpm. | |
Comp. Date: 14-Aug-1989 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: John E. Luea Water Well Drilling | License #: 276 |
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: 27 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: 5 in. to 0 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: Mill slot | |
Screen-perforated intervals | From: 30 ft to 63 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
Gravel pack intervals | From: ft to ft |
Grout Info | ||
Grout used: Cement grout | From: 1 to 21 ft
From: 0 to 0 ft From: 0 to 0 ft |
Source of Possible Contamination | ||
Source: Watertight sewer lines | ||
Direction from well: | Distance: 0 ft |
Lithologic Log
(Log data entered by KGS.) | ||
From: 0 ft. to 10 ft. | top soil | |
From: 10 ft. to 28 ft. | brown clay | |
From: 28 ft. to 32 ft. | medium to fine gray and red sand | |
From: 32 ft. to 54 ft. | brown clay | |
From: 54 ft. to 61 ft. | medium to fine gray sand | |
From: 61 ft. to 63 ft. | shale |