|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Chevron | Status: Constructed | ||
| Location: T13S, R18W, Sec. 28, NE SE NE | County: Ellis | ||
| Directions: 3501 N Vine St, Hays | |||
| Latitude: 38.894768 | Longitude: -99.3177965 | Datum NAD 27 | |
| Latitude: 38.89478 | Longitude: -99.31818 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.89478 | GPS Longitude: -99.31818 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 35 ft. | Elevation: 2046 ft. | |
| Static Water Level: 21 ft. | Est. Yield: 50 gpm. | |
| Comp. Date: 22-Sep-2009 | Well Use: Injection well/air sparge (AS)/shallow | |
| DWR Applic. #: | Other ID: PVW 2/PAS 2 S/PAS 2 D | |
| Driller Info | ||
| Driller: Thiele Geotech, Inc. | License #: 616 | |
| 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 .5 ft. | concrete | |
| From: .5 ft. to 12 ft. | brown silty clay with 0-5% sand | |
| From: 12 ft. to 12.5 ft. | brown clayey sand | |
| From: 12.5 ft. to 25.5 ft. | brown silty clay with 5% sand | |
| From: 25.5 ft. to 26.2 ft. | gray brown clayey sand | |
| From: 26.2 ft. to 29 ft. | brown silty clay with 10-15% sand | |
| From: 29 ft. to 34 ft. | brown clayey sand with gravel | |
| From: 34 ft. to 35 ft. | brown silty clay with 15-20% sand | |