Specific Water Well Detail | ||
Location Info | |||
Owner: Walters Morgan Construction | Status: Constructed | ||
Location: T10S, R8E, Sec. 17, SW NW SW | County: Pottawatomie | ||
Directions: E of 1st St, S of Poyntz Ave | |||
Latitude: 39.1790459 | Longitude: -96.5557436 | Datum NAD 27 | |
Latitude: 39.1790431 | Longitude: -96.5560237 | 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: 18 ft. | Est. Yield: 1000 gpm. | |
Comp. Date: 11-Jul-1986 | Well Use: Dewatering | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Layne-Christensen Co. | License #: 102 |
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: 18 ft. , 0 ft. , 0 ft. | ||
Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
Casing Info | ||
Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 20 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: Steel | Screen Openings: Louvered shutter | |
Screen-perforated intervals | From: 20 ft to 40 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 10 ft
From: 0 to 0 ft From: 0 to 0 ft |
Source of Possible Contamination | ||
Source: Sewer lines | ||
Direction from well: | Distance: 0 ft |
Lithologic Log
(Log data entered by KGS.) | ||
From: 0 ft. to 2 ft. | fill | |
From: 2 ft. to 12 ft. | clay | |
From: 12 ft. to 21 ft. | coarse sand | |
From: 21 ft. to 26 ft. | clay | |
From: 26 ft. to 40 ft. | coarse sand and gravel with boulders |