Specific Water Well Detail | ||
Location Info | |||
Owner: Call, Dennis | Status: Constructed | ||
Location: T10S, R7E, Sec. 3, SW SE SW SW | County: Riley | ||
Directions: 2230 Mackintosh Court, Manhattan (four 240-foot bores) | |||
Latitude: 39.2040423 | Longitude: -96.6413463 | Datum NAD 27 | |
Latitude: 39.204041 | Longitude: -96.64163 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.204041 | GPS Longitude: -96.64163 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 240 ft. | Elevation: 1219 ft. | |
Static Water Level: ft. | Est. Yield: gpm. | |
Comp. Date: 08-Jul-2015 | Well Use: Geothermal, Closed Loop, Vertical | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Associated Drilling, Inc. | License #: 760 |
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 | ||
Bore hole diameter: 6 inches to 240 ft | ||
Casing Info | ||
Casing Type: HDPE
Casing Joints: Welded |
Diam: .75 in. to 240 ft | |
Casing height above land surface: 0 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR11 |
Screen and Perforation Info | ||
Screen Type: None | Screen Openings: None | |
Screen-perforated intervals | From: ft to ft | |
Gravel pack intervals | From: ft to ft |
Grout Info | ||
Grout used: Bentonite | From: 0 to 240 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 4 ft. | limestone | |
From: 4 ft. to 6 ft. | broken limestone/clay | |
From: 6 ft. to 11 ft. | tan clay | |
From: 11 ft. to 14 ft. | limestone | |
From: 14 ft. to 55 ft. | alternating shale | |
From: 55 ft. to 80 ft. | limestone | |
From: 80 ft. to 180 ft. | gray shale | |
From: 180 ft. to 186 ft. | limestone | |
From: 186 ft. to 231 ft. | gray shale | |
From: 231 ft. to 240 ft. | limestone |