Specific Water Well Detail | ||
Location Info | |||
Owner: U.S. Army Corps of Engineers, Kansas City Dist. | Status: Constructed | ||
Location: T5S, R3W, Sec. 15, NE SE SE SE | County: Cloud | ||
Directions: from Concordia, N on Hwy 81, right on Union Rd to 160th Rd | |||
Latitude: 39.6106438 | Longitude: -97.6313082 | Datum NAD 27 | |
Latitude: 39.610647 | Longitude: -97.631628 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.610647 | GPS Longitude: -97.631628 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 73 ft. | Elevation: 1384 ft. | |
Static Water Level: 31.42 ft. | Est. Yield: gpm. | |
Comp. Date: 18-Apr-2017 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: MW 104 |
Driller Info | ||
Driller: Associated Environmental Industries Corp. | License #: 551 |
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?: No | ||
Ground water encountered: 60 ft. | ||
Bore hole diameter: 6 inches to 73 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 65 ft | |
Casing height above land surface: 23 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 40 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Mill slot | |
Screen-perforated intervals | From: 65 ft to 70 ft | |
Gravel pack intervals | From: 62 ft to 71 ft
From: 71 ft to 73 ft |
Grout Info | ||
Grout used: Neat cement, Bentonite, Concrete | From: 0 to 2 ft
From: 2 to 58 ft From: 58 to 62 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 30 ft. | silty clay | |
From: 30 ft. to 64 ft. | clayey silt | |
From: 64 ft. to 66.5 ft. | sandy silt | |
From: 66.5 ft. to 70 ft. | sandy gravel | |
From: 70 ft. to 73 ft. | clay/shale |