Specific Water Well Detail | ||
Location Info | |||
Owner: Muir, David | Status: Constructed | ||
Location: T10S, R9E, Sec. 5, NE SE | County: Pottawatomie | ||
Directions: from Manhattan: 7 mi E on 24 Hwy, .5 mi N | |||
Latitude: 39.2085066 | Longitude: -96.4284326 | Datum NAD 27 | |
Latitude: 39.2085034 | Longitude: -96.4287102 | 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: 132 ft. | Elevation: ft. | |
Static Water Level: 90 ft. | Est. Yield: 20 gpm. | |
Comp. Date: 27-Sep-1990 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Craig Haldeman Well Drilling & Pump Service | License #: 451 |
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: 90 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: 5 in. to 112 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: 112 ft to 132 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
Gravel pack intervals | From: ft to ft |
Grout Info | ||
Grout used: Bentonite | From: 0 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft |
Source of Possible Contamination | ||
Source: Sewage lagoon | ||
Direction from well: | Distance: 0 ft |
Lithologic Log
(Log data entered by KGS.) | ||
From: 0 ft. to 69 ft. | sandy clay | |
From: 69 ft. to 91 ft. | fine sand | |
From: 91 ft. to 102 ft. | sand and clay | |
From: 102 ft. to 125 ft. | fine sand | |
From: 125 ft. to 131 ft. | medium sand | |
From: 131 ft. to 132 ft. | limestone |