Specific Water Well Detail | ||
Location Info | |||
Owner: Halliburton | Status: Constructed | ||
Location: T14S, R18W, Sec. 3, NW NW SW | County: Ellis | ||
Directions: 1102 E 8th St, Hays | |||
Latitude: 38.8628633 | Longitude: -99.3165116 | Datum NAD 27 | |
Latitude: 38.8628751 | Longitude: -99.3168927 | 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: 30 ft. | Elevation: 1981.62 ft. | |
Static Water Level: 21.36 ft. | Est. Yield: gpm. | |
Comp. Date: 26-Mar-1996 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: MW 34 |
Driller Info | ||
Driller: Coranco Great Plains, Inc. | License #: 594 |
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: 21 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 9 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: 9 ft to 29 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
Gravel pack intervals | From: ft to ft |
Grout Info | ||
Grout used: Bentonite | From: 0 to 9 ft
From: 0 to 0 ft From: 0 to 0 ft |
Source of Possible Contamination | ||
Source: OTHER | ||
Direction from well: N | Distance: 200 ft |
Lithologic Log
(Log data entered by KGS.) | ||
From: 0 ft. to .5 ft. | concrete | |
From: .5 ft. to 6 ft. | dark brown stiff silty clay | |
From: 6 ft. to 8 ft. | medium brown stiff silty clay | |
From: 8 ft. to 16 ft. | medium brown soft silty clay | |
From: 16 ft. to 29 ft. | black stiff silty clay |