Specific Water Well Detail | ||
Location Info | |||
Owner: Jones, Gary | Status: Constructed | ||
Location: T9S, R8E, Sec. 31, SE NW NW | County: Riley | ||
Directions: from Manhattan: 3 mi N on 24 to Barnes Rd, .25 mi E, .25 mi to Riverbend Rd, 3rd house on rt | |||
Latitude: 39.2302774 | Longitude: -96.5828472 | Datum NAD 27 | |
Latitude: 39.2302739 | Longitude: -96.5831282 | 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: 50 ft. | Elevation: ft. | |
Static Water Level: 15 ft. | Est. Yield: 7 gpm. | |
Comp. Date: 21-Jul-1994 | Well Use: Domestic, Lawn and Garden | |
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: 20 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 30 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: 30 ft to 50 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: Lateral lines | ||
Direction from well: | Distance: 0 ft |
Lithologic Log
(Log data entered by KGS.) | ||
From: 0 ft. to 2 ft. | top soil | |
From: 2 ft. to 19 ft. | brown clay | |
From: 19 ft. to 41 ft. | sandy brown clay | |
From: 41 ft. to 50 ft. | blue shale |