Specific Water Well Detail | ||
Location Info | |||
Owner: Carlson Heating and Air | Status: Constructed | ||
Location: T9S, R7E, Sec. 22, SE SE SW SW | County: Riley | ||
Directions: from 4800 Rd N and Hwy 24: 1200 feet SE, Manhattan (five 230-foot bores) | |||
Latitude: 39.2482249 | Longitude: -96.6402078 | Datum NAD 27 | |
Latitude: 39.2482219 | Longitude: -96.6404931 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.2482219 | GPS Longitude: -96.6404931 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 230 ft. | Elevation: 1329 ft. | |
Static Water Level: ft. | Est. Yield: gpm. | |
Comp. Date: 13-Sep-2020 | Well Use: Geothermal, Closed Loop, Vertical | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Flint Hills Drilling #914 | License #: 914 |
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 230 ft | ||
Casing Info | ||
Casing Type: HDPE
Casing Joints: Welded |
Diam: .75 in. to 230 ft | |
Casing height above land surface: 48 in
Casing Weight: lbs/ft Wall thickness or gauge no.: |
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: | From: 0 to 230 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 3 ft. | clay | |
From: 3 ft. to 20 ft. | broken limestone | |
From: 20 ft. to 67 ft. | alternating layers shale | |
From: 67 ft. to 93 ft. | limestone | |
From: 93 ft. to 138 ft. | gray shale | |
From: 138 ft. to 147 ft. | red shale | |
From: 147 ft. to 150 ft. | limestone | |
From: 150 ft. to 190 ft. | gray shale | |
From: 190 ft. to 198 ft. | limestone | |
From: 198 ft. to 230 ft. | gray shale |