Specific Water Well Detail | ||
Location Info | |||
Owner: Bruna, Ben | Status: Constructed | ||
Location: T2S, R5E, Sec. 9, NW NE NW SE | County: Washington | ||
Directions: 2760 Hanover Road, Hanover (four 200-foot bores) | |||
Latitude: 39.8919505 | Longitude: -96.8689548 | Datum NAD 27 | |
Latitude: 39.891955 | Longitude: -96.869262 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.891955 | GPS Longitude: -96.869262 | Datum NAD83 | |
View well on interactive map |
General Info | ||
Well Depth: 200 ft. | Elevation: 1301 ft. | |
Static Water Level: ft. | Est. Yield: gpm. | |
Comp. Date: 21-May-2013 | Well Use: Geothermal, Closed Loop, Vertical | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Peterson Irrigation, Inc. | License #: 138 |
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 | ||
Dry Hole | ||
Bore hole diameter: 5 inches to 200 ft | ||
Casing Info | ||
Casing Type: Polyethylene
Casing Joints: Glued |
Diam: .75 in. to 200 ft | |
Casing height above land surface: 0 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .095 |
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 200 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 1 ft. | Topsoil | |
From: 1 ft. to 200 ft. | Shale with Limestone |