Specific Water Well Detail | ||
Location Info | |||
Owner: Carlson Heating and Air | Status: Constructed | ||
Location: T8S, R6E, Sec. 22, SW NW NE SW | County: Riley | ||
Directions: 10386 Tuttle Creek Blvd, Manhattan | |||
Latitude: 39.3405767 | Longitude: -96.7509332 | Datum NAD 27 | |
Latitude: 39.340576 | Longitude: -96.751223 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.340576 | GPS Longitude: -96.751223 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 228 ft. | Elevation: 1324 ft. | |
Static Water Level: ft. | Est. Yield: 40 gpm. | |
Comp. Date: 12-Sep-2013 | 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 | ||
Ground water encountered: 94 ft. | ||
Bore hole diameter: 6 inches to 228 ft | ||
Casing Info | ||
Casing Type: HDPE
Casing Joints: Welded |
Diam: .75 in. to 228 ft | |
Casing height above land surface: -48 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 228 ft |
Source of Possible Contamination | ||
Source: house | ||
Direction from well: E | Distance: 20 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 12 ft. | clay | |
From: 12 ft. to 66 ft. | shale | |
From: 66 ft. to 72 ft. | limestone | |
From: 72 ft. to 94 ft. | shale | |
From: 94 ft. to 107 ft. | limestone | |
From: 107 ft. to 147 ft. | shale | |
From: 147 ft. to 183 ft. | limestone | |
From: 183 ft. to 228 ft. | shale |