Specific Water Well Detail | ||
Location Info | |||
Owner: City of Hiawatha | Status: Constructed | ||
Location: T2S, R17E, Sec. 29, SE NW NE | County: Brown | ||
Directions: 5th and Oregon, Hiawatha | |||
Latitude: 39.8532388 | Longitude: -95.5327675 | Datum NAD 27 | |
Latitude: 39.8532421 | Longitude: -95.5330275 | 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: 40 ft. | Elevation: ft. | |
Static Water Level: 9.7 ft. | Est. Yield: gpm. | |
Comp. Date: 26-Jul-1994 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: MW 3 |
Driller Info | ||
Driller: Grogan Ebberts Drilling | License #: 479 |
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?: | ||
Ground water encountered: 31 ft. , 0 ft. , 0 ft. | ||
Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: |
Diam: 2 in. to 24 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: PVC | Screen Openings: Mill slot | |
Screen-perforated intervals | From: 24 ft to 39 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
Gravel pack intervals | From: ft to ft |
Grout Info | ||
Grout used: Cement grout | From: 0 to 21 ft
From: 21 to 23 ft From: 0 to 0 ft |
Source of Possible Contamination | ||
Source: OTHER | ||
Direction from well: | Distance: 0 ft |
Lithologic Log
(Log data entered by KGS.) | ||
From: 0 ft. to 3 ft. | Fill, silts and clays | |
From: 3 ft. to 32 ft. | Silty clay, brown to gray, stiff, sand lens at 31.2 ft. | |
From: 32 ft. to 34.5 ft. | Sandy clay, brown, soft | |
From: 34.5 ft. to 40 ft. | Silty clay, gray brown, very stiff |