Specific Water Well Detail | ||
Location Info | |||
Owner: Chisholm Creek Utility Authority | Status: Constructed | ||
Location: T26S, R1E, Sec. 29, NE SE NW NE | County: Sedgwick | ||
Directions: From Intersection of W 43 Rd St N and N Fairview, 400 ft N and 680 ft W | |||
Latitude: 37.7644501 | Longitude: -97.3405671 | Datum NAD 27 | |
Latitude: 37.764465 | Longitude: -97.340892 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 37.764465 | GPS Longitude: -97.340892 | Datum NAD83 | |
View well on interactive map |
General Info | ||
Well Depth: 40.5 ft. | Elevation: 1320 ft. | |
Static Water Level: 15.8 ft. | Est. Yield: gpm. | |
Comp. Date: 16-Jun-2014 | Well Use: Test Hole, Cased | |
DWR Applic. #: | Other ID: CCUA OB 01 |
Driller Info | ||
Driller: Layne Christensen Co. | License #: 102 |
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?: No
Water Well disinfected?: Yes | ||
Ground water encountered: 15.8 ft. | ||
Bore hole diameter: 6 inches to 41 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 2 in. to 20.5 ft | |
Casing height above land surface: 36 in
Casing Weight: lbs/ft Wall thickness or gauge no.: Sch 40 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Mill slot | |
Screen-perforated intervals | From: 20.5 ft to 40.5 ft | |
Gravel pack intervals | From: 20 ft to 40.5 ft |
Grout Info | ||
Grout used: Bentonite | From: 0 to 20 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 3 ft. | Top Soil | |
From: 3 ft. to 7 ft. | Tan Clay | |
From: 7 ft. to 41 ft. | Fine to Coarse Sand | |
From: 41 ft. to 42 ft. | Gray Shale |