Specific Water Well Detail | ||
Location Info | |||
Owner: Johansen, Thomas E. | Status: Constructed | ||
Location: T2S, R17E, Sec. 9, NE NE NE | County: Brown | ||
Directions: from Hiawatha, 3 mi N and 1 mi E | |||
Latitude: 39.8986556 | Longitude: -95.5092278 | Datum NAD 27 | |
Latitude: 39.8986591 | Longitude: -95.5094877 | Datum NAD 83 | |
Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
View well on interactive map |
General Info | ||
Well Depth: 59 ft. | Elevation: 1148 ft. | |
Static Water Level: 38 ft. | Est. Yield: 2.5 gpm. | |
Comp. Date: 17-Jul-1989 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Jerry D Popplewell Well Boring | License #: 320 |
Scanned Form | |
View scan of this form in PDF format. | |
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Chemical Sample Submitted?: No
Water Well disinfected?: | ||
Ground water encountered: 42 ft. , 0 ft. , 0 ft. | ||
Pump test data: Well water was 46 ft after 2 hours pumping 8 gpm | ||
Casing Info | ||
Casing Type: CONCRETE TILE
Casing Joints: |
Diam: 36 in. to 59 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: |
Screen and Perforation Info | ||
Screen Type: None | Screen Openings: OTHER | |
Screen-perforated intervals | From: 0 ft to 0 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
Gravel pack intervals | From: ft to ft |
Grout Info | ||
Grout used: Neat cement | From: 0 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft |
Source of Possible Contamination | ||
Source: Septic Tank | ||
Direction from well: | Distance: 0 ft |
Lithologic Log
(Log data entered by KGS.) | ||
From: 0 ft. to 2 ft. | Black topsoil | |
From: 2 ft. to 14 ft. | Yellow windblown | |
From: 14 ft. to 42 ft. | Yellow clay | |
From: 42 ft. to 51 ft. | Coarse yellow sand and gravel (produces water) | |
From: 51 ft. to 59 ft. | Hard yellow clay |