Specific Water Well Detail | ||
Location Info | |||
Owner: Thierer Construction | Status: Constructed | ||
Location: T10S, R9E, Sec. 4, SE SW NW NE | County: Pottawatomie | ||
Directions: 4606 Rockenham Rd, Wamego (five 230-foot bores) | |||
Latitude: 39.2142606 | Longitude: -96.4151944 | Datum NAD 27 | |
Latitude: 39.214259 | Longitude: -96.4154752 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.214259 | GPS Longitude: -96.4154752 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 230 ft. | Elevation: 1100 ft. | |
Static Water Level: ft. | Est. Yield: gpm. | |
Comp. Date: 05-Dec-2019 | Well Use: Geothermal, Closed Loop, Vertical | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Flint Hills Drilling | 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?: Yes | ||
Ground water encountered: 25 ft. | ||
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 20 ft. | clay | |
From: 20 ft. to 95 ft. | fine sand | |
From: 95 ft. to 145 ft. | gray shale | |
From: 145 ft. to 151 ft. | limestone | |
From: 151 ft. to 178 ft. | gray shale | |
From: 178 ft. to 182 ft. | limestone | |
From: 182 ft. to 230 ft. | gray shale |