Specific Water Well Detail | ||
Location Info | |||
Owner: McKenna, Mark | Status: Constructed | ||
Location: T32S, R4E, Sec. 29, SE SE NW | County: Cowley | ||
Directions: 1718 Sharon Court, Winfield | |||
Latitude: 37.2382035 | Longitude: -97.0160121 | Datum NAD 27 | |
Latitude: 37.23823 | Longitude: -97.01633 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 37.23823 | GPS Longitude: -97.01633 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 120 ft. | Elevation: 1169 ft. | |
Static Water Level: 30 ft. | Est. Yield: 40 gpm. | |
Comp. Date: 10-Jul-2021 | Well Use: Domestic, Lawn and Garden | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: McPherson Drlg | License #: 746 |
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: ThermalPlastic
Casing Joints: Glued |
Diam: 5 in. to 40 ft | |
Casing height above land surface: 216 in
Casing Weight: 160 lbs/ft Wall thickness or gauge no.: |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Saw cut | |
Screen-perforated intervals | From: 40 ft to 120 ft | |
Gravel pack intervals | From: 25 ft to 120 ft |
Grout Info | ||
Grout used: Bentonite | From: 0 to 25 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 26 ft. | clay | |
From: 26 ft. to 38 ft. | shale, unweathered | |
From: 38 ft. to 46 ft. | limestone, unweathered | |
From: 46 ft. to 85 ft. | shale, unweathered | |
From: 85 ft. to 91 ft. | shale and gyp, broken | |
From: 91 ft. to 120 ft. | limey shale, slightly weathered |