Specific Water Well Detail | ||
Location Info | |||
Owner: Standley, Harold | Status: Constructed | ||
Location: T3S, R15W, Sec. 28, NE NW NW | County: Smith | ||
Directions: East Hwy 36, Kensington | |||
Latitude: 39.769943 | Longitude: -99.0254015 | Datum NAD 27 | |
Latitude: 39.7699545 | Longitude: -99.0257629 | 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: 19 ft. | Elevation: ft. | |
Static Water Level: 14.8 ft. | Est. Yield: gpm. | |
Comp. Date: 19-Oct-1992 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: MW 2 |
Driller Info | ||
Driller: GeoCore Services Inc. | License #: 527 |
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: 14 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 9 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: 9 ft to 19 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, Bentonite | From: 0 to 2 ft
From: 2 to 8 ft From: 0 to 0 ft |
Source of Possible Contamination | ||
Source: Fuel storage | ||
Direction from well: | Distance: 0 ft |
Lithologic Log
(Log data entered by KGS.) | ||
From: 0 ft. to 5 ft. | clay, dark brown | |
From: 5 ft. to 10 ft. | silty clay, tan | |
From: 10 ft. to 13 ft. | clayey sand, tan, fine grained | |
From: 13 ft. to 15 ft. | sand, tan to gray, coarse | |
From: 15 ft. to 19 ft. | clay, tan |