|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: City of Hays Service Dept. | Status: Constructed | ||
| Location: T14S, R18W, Sec. 3, NW NW SW NW | County: Ellis | ||
| Directions: 1002 Vine St, Hays (U6-026-00771) | |||
| Latitude: 38.8665961 | Longitude: -99.3173042 | Datum NAD 27 | |
| Latitude: 38.86661 | Longitude: -99.31769 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.86661 | GPS Longitude: -99.31769 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 30 ft. | Elevation: 1990.43 ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 11-Mar-2019 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 26 | |
| 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 2.5 ft. | silty clay, dark brown | |
| From: 2.5 ft. to 13 ft. | silty clay, brown | |
| From: 13 ft. to 15 ft. | clay becoming very silty, brown | |
| From: 15 ft. to 18 ft. | silty clay, brown | |
| From: 18 ft. to 22.5 ft. | very silty clay, brown | |
| From: 22.5 ft. to 26 ft. | silty clay with sandy stringers, brown | |
| From: 26 ft. to 30 ft. | sandy clay with thin sand stringers, gray brown | |