Specific Water Well Detail | ||
Location Info | |||
Owner: Unrein, Paul | Status: Constructed | ||
Location: T13S, R18W, Sec. 33, SW NE NE | County: Ellis | ||
Directions: 2401 Oak St, Hays | |||
Latitude: 38.8827647 | Longitude: -99.3209188 | Datum NAD 27 | |
Latitude: 38.8827763 | Longitude: -99.3213 | 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: 78 ft. | Elevation: ft. | |
Static Water Level: 50 ft. | Est. Yield: 20 gpm. | |
Comp. Date: 31-Mar-1992 | 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: 48 ft. , 0 ft. , 0 ft. | ||
Pump test data: Well water was 28 ft after 1 hours pumping 20 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: 58 ft to 78 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: 12 to 34 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 48 ft. | brown clay | |
From: 48 ft. to 65 ft. | medium to fine gray sand | |
From: 65 ft. to 68 ft. | brown clay | |
From: 68 ft. to 75 ft. | medium to coarse gray and red sand | |
From: 75 ft. to 78 ft. | shale |