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Specific Water Well Detail |
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Location Info | |||
Owner: Darby Corp. | Status: Constructed | ||
Location: T11S, R25E, Sec. 2, NW NW NW | County: Wyandotte | ||
Directions: SE of Stewart and Water, W of KC Municipal airport and Missouri River | |||
Latitude: 39.1278108 | Longitude: -94.6107213 | Datum NAD 27 | |
Latitude: 39.1278147 | Longitude: -94.6109556 | 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: 33.5 ft. | Elevation: ft. | |
Static Water Level: 14.84 ft. | Est. Yield: gpm. | |
Comp. Date: 20-Apr-1995 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: MW 9D |
Driller Info | ||
Driller: GSI Engineering, LLC | License #: 531 |
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 0 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: 23.5 ft to 33.5 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 21.5 ft
From: 0 to 0 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 8 ft. | sandy silt, trace gravel | |
From: 8 ft. to 20 ft. | silty sand, trace cobbles | |
From: 20 ft. to 32 ft. | sand with some silt | |
From: 32 ft. to 33.5 ft. | limestone |