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: 38.8947569 | Longitude: -99.3178178 | Datum NAD 27 | |
Latitude: 38.89477 | Longitude: -99.3182 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.89477 | GPS Longitude: -99.3182 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 35.5 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: PAS 5 S/PAS 5 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 21 ft. | red brown silty clay with 0-5% sand | |
From: 21 ft. to 25 ft. | brown silty clay with 0-5% sand | |
From: 25 ft. to 28.8 ft. | gray brown silty clay with 5-15% sand | |
From: 28.8 ft. to 29.2 ft. | brown clayey sand | |
From: 29.2 ft. to 30 ft. | red brown silty clay 0-5% sand | |
From: 30 ft. to 31 ft. | gray clayey sand | |
From: 31 ft. to 33.4 ft. | brown silty clay 0-5% sand with two 0.2-0.4-foot sand lenses | |
From: 33.4 ft. to 35.5 ft. | brown silty clay with 0-5% sand |