Specific Water Well Detail | ||
Location Info | |||
Owner: Williams Pipeline Co. | Status: Constructed | ||
Location: T10S, R25E, Sec. 34, SE NE NE | County: Wyandotte | ||
Directions: from Fairfax and Manley Rd: 2000' E, 800' N | |||
Latitude: 39.1401875 | Longitude: -94.6043988 | Datum NAD 27 | |
Latitude: 39.1401913 | Longitude: -94.6046329 | 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: 20 ft. | Elevation: ft. | |
Static Water Level: 13.39 ft. | Est. Yield: gpm. | |
Comp. Date: 14-Sep-1995 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: MP 1 |
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: 0 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 4.5 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: 4.5 ft to 20 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 .5 ft
From: .5 to 4.5 ft From: 0 to 0 ft |
Source of Possible Contamination | ||
Source: OTHER | ||
Direction from well: W | Distance: 50 ft |
Lithologic Log
(Log data entered by KGS.) | ||
From: 0 ft. to 4 ft. | gravel | |
From: 4 ft. to 6 ft. | clay, black | |
From: 6 ft. to 9 ft. | clay, greenish gray | |
From: 9 ft. to 20 ft. | sand, gray |