Specific Water Well Detail | ||
Location Info | |||
Owner: St. Michaels Episcopal Church | Status: Constructed | ||
Location: T13S, R18W, Sec. 28, NE NE SW SW | County: Ellis | ||
Directions: 2900 Canal Blvd, Hays | |||
Latitude: 38.8886034 | Longitude: -99.3324058 | Datum NAD 27 | |
Latitude: 38.888615 | Longitude: -99.332791 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.888615 | GPS Longitude: -99.332791 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 84 ft. | Elevation: ft. | |
Static Water Level: 58 ft. | Est. Yield: 20 gpm. | |
Comp. Date: 13-May-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: 53 ft. , 0 ft. , 0 ft. | ||
Pump test data: Well water was 26 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: 64 ft to 84 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
Gravel pack intervals | From: ft to ft |
Grout Info | ||
Grout used: Neat cement | From: 4 to 24 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 20 ft. | top soil | |
From: 20 ft. to 53 ft. | brown clay | |
From: 53 ft. to 80 ft. | layers of gray sand, medium to fine, with layers of brown clay | |
From: 80 ft. to 84 ft. | shale |