Specific Water Well Detail | ||
Location Info | |||
Owner: City of Hays Service Dept. | Status: Constructed | ||
Location: T14S, R18W, Sec. 3, SE NW SW NW | County: Ellis | ||
Directions: 1002 Vine St, Hays (U6-026-00771) | |||
Latitude: 38.8659381 | Longitude: -99.3159868 | Datum NAD 27 | |
Latitude: 38.86595 | Longitude: -99.31637 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.86595 | GPS Longitude: -99.31637 | Datum NAD83 | |
View well on interactive map |
General Info | ||
Well Depth: 30 ft. | Elevation: 1988.4 ft. | |
Static Water Level: ft. | Est. Yield: gpm. | |
Comp. Date: 11-Mar-2019 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: MW 24 |
Driller Info | ||
Driller: GeoCore, Inc. | License #: 527 |
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?:
Water Well disinfected?: | ||
Casing Info | ||
Casing Type:
Casing Joints: |
Diam: in. to ft | |
Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: |
Screen and Perforation Info | ||
Screen Type: | Screen Openings: | |
Screen-perforated intervals | From: ft to ft | |
Gravel pack intervals | From: ft to ft |
Grout Info | ||
Grout used: | From: to ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered by KGS.) | ||
From: 0 ft. to 1 ft. | silty clay, dark brown | |
From: 1 ft. to 6 ft. | silty clay, brown | |
From: 6 ft. to 13 ft. | slightly silty clay, brown | |
From: 13 ft. to 18 ft. | very silty clay, brown | |
From: 18 ft. to 20 ft. | slightly silty clay, brown | |
From: 20 ft. to 22 ft. | very silty clay, brown | |
From: 22 ft. to 27 ft. | clay with very fine-medium sand, gray brown | |
From: 27 ft. to 30 ft. | very fine-coarse sand, subrounded, gray |